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11-0556 (SFD)o-, C, P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 11-00060556/ry Property Address'___ 53539 -VIA `MALLORCA APN: 772 -420 -999 -49 -298943 - Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 438583 V ' Applicant: Architect or Engi er: vNr CENSED CONTRACTOR'S DECLARATION I hereby affirm under penal[ of perjury t m 'censed under provisions of Chapter 9 fcommencing with Section 7000) of Division 3 0 . rofessionals Code, and my License is in full force and effect. cense Class: B License No.: 457228 ✓ Dat' ' ( Contrac r: - S� - N R -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State 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 the . r permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State T License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or _ that he or she is exempt therefrom and the basis for the alleged exemption. Any 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).: _ (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, • and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden ofproving that he or she did not build or improve for the purpose of sale.). ( ..) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not applyto an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Seca , BAP.C. for this reason Date: Owner: _ CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: . Lender's Address: LQPFRAI T Owner: ROBERT F ALLEN 2022 HILLYER PL. NW WASHINGTON, DC 20016 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/08/11 Contractor: 1 q MONARCH HOMES DESERT DIVS I C CSD Q� 2011 49950 JEFFERSON ST, #130-1 4 �"I INDIO, CA 92201 (760)413-8863 C17Y 4F LA QiUINTA Lic. No.: 457228 Fly, nv E �1 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: . I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.' I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 719000322 I certify that, in tIsoas the work for which this permit is issued, I shall not employ any person in an mcome subject to the workers' compensation laws of California, and agree tha ,e subject to the workers' compensation provisions of Section 3700 of th Laorthwith comply with those provisio'/e •' I ApplicantGds D WAR(((NING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to,.and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuan ermit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application a state tha e a v information is correct. I agree to comply with all city and county ordinances and state laws it ' g c struction, and hereby authorize representatives /I ^his county to enter u on the above-mentioned rop y for spection purposes. /Dat" V ignature (Applicant or A nt): G�%ST� Application Number 11-00000556 Structure Information Construction Type . . . TYPE V, UNPROTECTED Occupancy Type . . . .DWELLG/LODGING/CONG <=10 Other struct info CODE EDITION 2010 CBC - #-BEDROOMS _. _ 4-.00 FIRE SPRINKLERS YES GARAGE SQ FTG 1110.00 PATIO SQ FTG 1790.00 NUMBER OF UNITS .00 1ST FLOOR SQUARE FOOTAGE '3912.00 2ND FLOOR SQUARE FOOTAGE 829.00 Permit. BUILDING, PERMIT Additional desc . Permit Fee 1826.00 Plan Check:Fee 1186.90. Issue Date Valuation 438583 Expiration. Date 3/06/12 Qty Unit Charge, Per Extension BASE, FEE > 639.50- 339.00 3.5000 THOU BLDG 100;001=500,000' 1186.50 Permit ELEC-NEW RESIDENTIAL f Additional desc Permit Fee 218.14 Plan Check Fee 54.54' Issue Date . . Valuation"• 0 Expiration Date 3/06/12 Qty Unit Charge Per Extension =" BASE"FEE 15..00 4741.00 .0350 ELEC NEW 'RES - 1 OR'2 FAMILY 1165.94 1'110`.00 .0200 ELEC GARAGE OR'NON-RESIDENTIAL 22.2.0 - `1.00 15.Q000 EA ELEC TEMPORARY POWER POLE 15.00 Permit GRADING PERMIT Additional desc . Permit Fee 15.00 Plan Check Fee -:,. .00 Issue Date . . Valuation' 0 Expiration Date 3/06/12 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . MECHANICAL LQPERIMIT " LQPERA11T Application Number . . . 11-00000556 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 230.50 P1an.Check Fee.. 57.63 _ Issue Date Valuation . . . 0 Expiration Date 3/06/12 Qty Unit;Charge Per Extension BASE FEE, 15.00 5„00 9.0000 EA MECH FURNACE <=100K 45..00 4.00 9.0000 EA MECH SUSP/WALL HEATER '36.00 5.00 16.5000 EA MECH B/C'>3-15HP/>100K-500KBTU 82.50 • 7.00 6.5000 EA MECH VENT FAN 45:50' 1.00, 6.5000 ----------------------- --- EA MECH EXHAUST HOOD -------------- --- ----------------------------------------------- 6.50 - _Permit Permit PLUMBING .. Additional desc . , Permit Fee' • . 21.3.75 Plan Check Fee- 53.44 Issue Date -'Valuation 0 Expiration Date, 3./06/12' Qty Uriit Charge Per - Extension k" , E • a 1,:,0000} 6.0000 2 EA'` 'PLB�FIXTURE . 120.00- �. 15 . 0000 EA _ PLB BUILDING" SEWER 15.00- 1S.00 ,f. 2..00: 6.0000 EP. ": PLB DRAIN, : 12.00 .r ` 2`.00 -7.5000''-EA =t ,ROOF - - PLB-WATER HEATER/VENT 1.00 3.0000 EA PLB •WATER INST/ALT/REP t ' •3.00 r, 1'.00 9.0000 EA -PLB LAWN SPRINKLERSYSTEM^ _ R 9.00 r' 13.00. :7500 EA .PLB GAS PIPE >=S; ` 9.75 ` 1.00'+ 15.0000. EA-PLB,GAS METER 15.00': ,. r- ----;--- - ------------------------------------ � .' • Notes and Comments 7- •• � ,Special 4741"SF'2-STORY SFD. R73, OCCUPANCY TYPE. f V -B CONSTRUCTION W/ FIRE`SPRINKLER. 2010 , `.'"� �' • ' _ -CODES.**PERMIT DOES'NOT INCLUDE BLOCK a WALLS; FENCES,SWIMMING POOLS,.SPA,'.BBQ'S ' ,..• and DRIVEWAY APPROACH**. Other Fees ART. IN PUBLIC PLACES -RES 5.96.46 € BLDG STDS ADMIN (SB1473) 18.00 DIF COMMUNITY'CENTERS-RES .74.00' DIF'CIVIC CENTER.- RES 995.00 ENERGY REVIEW FEE 118.69'. • DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES "- RES 355.00 MULTI -.SPECIES (MSHCP) FEE 1284.00 DIF PARK MAINT FAC - RES 22.00 LQPERA11T Application Number 11-00000556 ---------------------------------------------------------------------------- Other Fees . . . . DIF PARKS/REC - RES .892.00 STRONG MOTION (SMI) - RES 43.86 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary Charged Paid Credited Due Permit Fee Total 2503.39 .00 .00 2503.39'_ Plan Check Total 1352.51 1000.00 .00. 352.51 ' Other Fee Total 6536.01 .00 .00 6536..01 Grand Total 10391.91 1000.00 .•00 9391.91 r LQPER IIT PP Building 5_-3-5_-3q ✓ / A Address Mailing Address ress S TWT " P.O. BOX 1504 gj 78-495 CALLE TAMPICO <iLLO,rM QUINTA, CALIFORNIA 92253 W_=11111111111 rjowmw '122 70 1 960 --1-7-9-6 Ciassif. ' 3 3 6 -7 O tic' # Arch., Engr.,``�� Designer .Address Tel. �/• 5 5�5 C 60 -T1 I ' f?00 City p� ZipState (X cl.v q 2 2Y 3 LiC. # 6n LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divjeie{i 3 ojrt a Business and Professions Code, and my license is in full force and effect. EIGNATUPF I DATE OWNER -BUILDER DECLARATION I hereby affirm 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 which 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 is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Cod(a: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any man�r e o become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.' after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I 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 and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT APPLICATION ONLY BUILDING: TYPE CONST. S F 0 OCC. GRP. A.P. Number -1 -7 -7 - 3 go -oill Legal Description L o q `) Tr • Project Description Sq. Ft. 44 -7 / / Size 'f ( No. No. Dw. Stories Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. /0001 QU Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading D Driveway Enc: Infrastructure cm tN A l TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 - Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT:' DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Date: September 1, 2011 Owner's Name: 'Robert Allen Phone No. ( Project Address: 53-539 Via Mallorca, La Quinta, CA 92253 Project Description: New Single Family Dwelloing APN: 777 390 01 1 ra Lot #'s: Type of Development: esidential" iXX Commercial Industrial Totalq� Feet of Building Area: 4741 Certification of Applicant/Owners:. The person signinMiesthat bove information is correct and makes this statement under penalty of perjury and further represnts that he/she is abehalf of the owner/developer. Dated: (— Signature:. *************+***************+*+*mint.laLi *cil.,conu SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee -7620 65995 Approval Prior to 1/1/87 Requirement No Number of Sq.Ft. 4741 Amount per Sq.Ft. $2.97 Amount Collected $14,080.77• Building Permit Application Completed: Y6/No By: Jamie T. Brown, Asst. Supt., Business Services n Certificate issued by: Marcela Valdez, Construction Analyst Signature: / 1 C NOTICE OF 90 DAY, PERIOD FOR PROTEST OF FEES AND TATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1J notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protesition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, thall serve to Advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or eof any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth,yable at this time or in whole or in part prior to issuance of a "Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance: Extension will be granted only for good cause; as determined by the School District, and up to three (3) such extensions may be granted. �•il%:�irn} dr, s t.: t".' e� ccrifi :jir of :;uxnp!i:w :e I.bnn nvdated :{ ?0 11/2010 J Page I of 2 August Iacono From: Anton Marinkovich [anton@stracts.com] sent: Monday, August 22, 2611 5:00 PM To: August Iacono Subject: Fwd: 49C Begin forwarded message: From: "Brook Marshall <Brook _dc.rr:com> Date: August 22, 2011 3:45:49 PM PDT To: <anton stracts.com>, "Gerry Tarsitano" <gtarsitano@hideawaygolfclub.com> Subject: FW: 49C August 22, 2011, Mr. & Mrs. Robert Allen - 79146 Liga La Quinta, CA 92253-6593 Re: Lot 49C at 53539 Via Mallorca Final Design, Review #2 Mr. and Mrs. Allen; The Hideaway Design Review Committee reviewed and approved your Revised' Final Construction Documents submitted for Lot 49C on; Via,Mallorca subject to the following comments being addressed prior to the request for Setback Observation. 1. Previous comment: The committee previously approved your pool setback Variance and forwarded it to the Board for final review and approval. However, grading on to the golf course, which may be necessary to accommodate the proposed rear yard design, will require written approval from Gerry Tarsitano. Please note if the Golf Club has reviewed and approved per our last DRC comment letter. 2. The massing above 20' is at 22/5% which is acceptable. 3. All colors and materials (including the infinity pool edge material) will need to be reviewed in the field, prior to installation, as well. 4. An additional tree may be needed in the rear yard to provide proper architectural screening. In -addition, the, tree located near the Porte Cochere may not fit in the area provided. We look forward to receiving your Revised Final Working Drawings for review. Please contact Roxi Bardwell at 760-393-5211 with any questions or to schedule your Pre - 8/22/2011 ,�{ r Page 2 of 2 r Construction Meeting at the lot once a,Building Permit has been obtained. Sincerely, Hideaway Design Review Committee t• cc: Anton Marinkovich Gent' Tarsitano DRC File A Sladden-Engineering t 4509.0 Golf Center Parkway, Suite F, Indio, CA. 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951)845-7743 Fax (951) 845-8863 + t 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 May 17, 2011.j . Project No. 522-11081 n 11-05-124 Mr. Bob Allen 79146 Liga LA Quinta, California 92253 Project: Lot 49C / 53-539 Via Mallorca The Hideaway La Quinta, California; Subject: Soluble Sulfate Content. .- As requested, we have sampled the surface soil on the subject lot to determine the soluble sulfate • content' -as it relates to selecting'appropriate concrete mix designs. Testing indicates that the site soil is potentially corrosive with respect to concrete. The testing indicated soluble sulfate content �t of 2100 ppm (0:210 percent) that corresponds with the "severe" exposure category in accordance with CBC Table 19-A-3. In accordance with Table 19-A=3, special sulfate related concrete mix designs will be ;required. Concrete mixes with a minimum compressive strength of 4500 psi and a maximum water/cement ratio of 0.45 will be required for any structural concrete in contact with the soil. t E If you have questions regarding this letter, please contact the undersigned.- Respectfully submitted, SLADDEN ENGINEERING �oQQFESS/p,Yq , h �� ANplF2 • Brett L. And \_ .�i • � G, . Principal Engineer No. C m r 45389 �r EV -9-30-2012D T Letter/gl J' 1�CEr��i ry �F CAL1f0�' Copies: 2/Mr. Bob Allen MAY 27 2011 2/Stracts BY: - - - MINIMUM r, MAXIMUM NORMAL -WEIGHT AND WATER-CEMENTripus LIGHTWEIGHT ` MATERIALS 'RATIO, BY AGGREGATE CONCREiF . EXPOSURE CONDITION WEIGHT, NORMAL -WEIGHT AGGREGATE CONCRETE ` Pat - x 0.00689 for MPa Concrete intended to have low permeability,when CONCRETE Maximum Water-(' exposed to water 0.50 4,000 Concrete exposed to •freezing and thawing in a moist condition or to deicing chemicals 0.45 4,500 For corrosion protection for reinforced *Concrete Wfelghtand Lightweight SULFATE exposcd io chlorides m frodeicing chemicals, salts or r .brackish water, or spray from these sources 0.40 - 5,000 TABLE .I9-A-3—REQUIREMENTS FOR CONCRETE ` EXPOSED TO SLILFATF_r0NTAImimrr cnrr r•nnr.ic t LIGHTWEIGHT NORMAL -WEIGHT AGGREGATE AGGREGATE CONCRETE Maximum Water-(' , Normal - WATER -SOLUBLE SULFATE �' Cementlttous Materials Ratio, by Wfelghtand Lightweight SULFATE (SO) IN SOIL, P RCENTAGE BY Wel�K NoA a�"alehi Aggregate Concrete, psft EXPOSURE WEIGHT SULFATE (SO4) IN WATER, ppm CEMENT TYPE Aggregate x 0.00689 for MPa Negligible 0.00-0.10 0-150 ModerateZ 0.10-0.20 .150-1,500 II; Ip(MS), IS '0.50 4,000 (MS) Seven 0,20-200.1,500-10,000 V 0.45 4,500 Very severe ". Over 200 Over 10,000V plus' 0.45 4,500 pouolan3 in # :.. City of Ta. Quinta Building 8z Safety. Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building PermitApplication and Tracking Sheet Permit # Project Address: S. -T431 VIA ,C --t It ,ec Owner's Name: 0 A. P. Number: Address: c O�/Q'Y� nilES Legal Description: City, ST, Zip: Contractor. �n%A't-C.% �'✓It' -s Telephone: ,S 3 �O 3 $'1 }tf..;s r:}};;:: a H :- �Fa. Address:-cj��//J� JO.tf JT 3O ProjectMscription: City, ST, Zip: p(iW ii % rp p ,CuJ �/l t= cl 6 Mn/ /� �!L p Z4i . Telephone.. SI J `l ' (0 I ^< : M r; :: • .>:s>::<;s ::3:g;:.; M: State Lic. # : City Lie. #; Arch., Engr., Designer: Address: City, ST, Zip: ;y}:.,r}A.-0: •:i:v }:'':tci2.tj:Ncc:;�. { Telephone: State Lie. �^Cn.Y:YF.:i.;:t'.::j.:M,,s•:.sr,.'.•r�;+;»f�v�r�i .tir:f'O+{:\}ri�:i:::ir 5•:<ii!iri::;vii$`y3A v� #: ;•: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n 'Alter Repair Demo Sq. Ft.:—T##Stories: Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE q Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets ?► Plan Check submitted 1 Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Caics. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°' Review, ready for correctio Wssue It 4 1 Electrical Subcontactor List Called Contact Person �'1 N Plumbing Grant Deed Plans picked up S.M:I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'n° Review, ready for correctionsrissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees rp PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 - JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 ' IN COOPERATION WITH THE -CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 'www. rvcfi re. org November 10, 2011 Residential Fire System 2871 E. Via Martens Anaheim, CA 92806 Re: Residential Fire Sprinkler Plan Review The Allen Residence 53-539 Via Mallorca . The above referenced sprinkler plans have been reviewed and are acceptable by the Riverside County Fire Department and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. 41 2) Permanently marked identification signs shall be attached to all control valves. 3) A sign shall be located adjacent to the alarm bell worded as follows: SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 4) A warning sign; with minimum 11/4 inch letters, shall'be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler sysfem, such as water softeners,,filtration systems, and automatic shut-off valves, shall not be added to this system without a.review .of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: (a), Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. ` 5, (b) Fire Riser Flush (c) Final inspection: . The Fire Department job card; approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886.. Applicant/installer shall be responsible to. coniact the Fire Department to schedule c inspection. Sincerely; _ - By, . Jason Stubble Fire'Safety Specialist BATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-GARAGE.rdfPage 1 RESIDENTIAL FIRE SYSTEMS, INC. (HH) 2871 E. VIA MARTENS ANAHEIM,CA 92806 - RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ALLEN RESIDENCE �% LA QUNITA, CA 92253{{{ C/ N 53-539 VIA MALLORCA�• NOV GARAGE 1 ®� 2011 2 -HEAD CALL. Sy. Date: 10/27/2011 File No: 5330 • Data File Name: 1-GARAGE.rdf SPRINKLER SPACING 225.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 15.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.5 ft. SPRINKLER SPECIFICATIONS. Mfr: Viking Descr: VK302 Rec.Pend. K=5.60 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 0.874 in."Drop: K=5.33 (Incl. 1 Tee) 0.0 ft. x 0.874.in. Arm-OVer: K=5.27 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 10/21/11 By: CVWD Static: 74.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: '5.0 gpm at•node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (ps,i) No. Flow Press. Press. 1 17.8 11.4 14 22.8 74.0 35.4 2 17.8 11.4 x,14. 41.2 73.91% 64.5 `L © FRIG% REVIEWING AUTHORITY' RCFD 3DA OF LA QUINTA G & SAFETY DEPT. PROVED NSTRUCTION r eY 5 �(.� DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\1-GARAGE.rdfPage 2 RESULTS'OF ANALYSIS'; PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler -flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 7.10 BG ---- -6.0 SRCE ---- 22..8 1.85 35.4 ---- 41.1 5.54 64.5 150 2 0.995 6.0 ---- -4.0 ---- ---- 0.1.4 .0.87 32.7.---- 0.42 0.87 58.1 2 2 185.20 3L -4.0 -4.0 ---- ---- 22.8 4.0332.7 ---- 41.2 12.04 58.1 150 3 1.481 12.0 ---- -2.0 ---- ---- 0..02 0.87 23.8 ---- 0.06 0.87 41.2 3 3 5.50 L ---- =2.0 --------- 22.8 0.18 23.8 ---- 41.2 0.54 41.2 150 4 1.505 4.0 ---- 1.0 =5 5 0.02 1.30 22.3 5 0.06 1.30 39.4 4 4- 1.00 B ---- 1.0 -5, 5 17.8 0.62 22.3 5 36.2 2.31 39.4 150 5 1.025 7.0 ---- 1.0 ---- ---- 0.08 0.00 21.7 ---- 0.29 0.00 37.1 5 5 .2.50 L ---- 1.0 ---- ---- 17.8 0.52 21.7 ---- 3.6.2 1.93 37.1 150 6 1.101 7.0 ---- 3.0 ---- ---- 0.05 0.87 20.3 ---- 0.20 0.87 34.3 6 6 3.00 3RS ---- 3.0 ---- ---- 17.8 0.71 20:3 ---- 36.2 2.85 34.'3 150 7 1.101 11.0 ---- 6.0 ---- ---- 0.05 1.30 18.3 ---- 0.20 1.30 30.1 7 7 4.00 ---- 6.0 ---- ---- 17.8 0.22 18.3 ---- 36.2 0.81 30.1 150 8 1.101 0.0 ---- 10.0 ---- ---- 0.05 1.73 16.3 ---- 0.20 1.73 27.6 8 8 2.80 L ----- 10.0 ---- ---- 17.8 0.54-16.3 ---- 36.2 1.99 27.6 150 9 1.101 7.0 ---- 10.0 ---- ---- 0.05 0.00 15.8. ---- 0.20 0.00 25.6 9 9 10.60 L2B ---- 10.0 ---- ---- 4.1 0:10 15.8 ---- 8.4 0.37 25.6 150 10 1.101 17.0 ---- 10.0 ---- ---- 0.00 0.00 15.7 ---- 0.01 0.00 25.2 10 9 14.10 B ---- 10.0 ---- ---- 13.7 _0.64 15.8 ---- 27.8 '2.39 25.6 150 11 1.10.1 5.0 ---- 10.0 ---- ---- 0.03 0.00 15.1 ---- 0.13 0.00 23.2 11 11 0.50 B ---- 10.0 ----'---- -4.1 0.02 15.1 ---- -8.4 0.07 23.2 150 12 1.101 5.0 ---- 10.0 ---- ---- 0.00 ,0.00 15.1.---- -01.01 0.00 23.3 12 11 33.20 2LB2R ---- 10.0 ---_ ---- 17.8 2.97 15.1 ---- 36.2 11.03 23.2 150 13 1.101 21.0 ---- 10.0 5.27'---- 0.0.5 0.00 12.1 18.4 0.20 0.00 12.1 13 13 12.50 R ---- 10.0 5.27 ---- 17.8 0.74 12.1 18.4 17.8 0.74 12.1 150 14 1.101 1.0 ---- 10.0 5.27 17.8 0.05 0.00 11.4 17.8 0.05 0.00 11.4 14 12 10.00 L =--- 10.0 --=- ---- -4.1 0.06 15.1 -,--- -8.4 0.23 23.3 150 15 1.101 7.0 ---- 20.0 ---- ---- 0.00 14.33 10.9 ---- -0.01 4.33 .19.2 15 15 2.30 L ---- 20.0 ---- ----. -4.1 0.03 10 .9 ---- -8.4 0.13 19.2 150 16 1.101 7.0 ---- 20.0 --------- 0.00 0.00 10.9 ---- -0.01 0.00 19.3 16 16 50.60 B5R ---- 20.0 ---- '--- _- -1.2' 0.06 10.9 ---- -2.3 0.23 19.3 150 17 0.874 8.0 - -- 20.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 E)ATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-GARAGE.rdfPage 3 17 17 11.10 R ---- 20.0`----.---- -0.4 0.0'0 11.0 - - - - -0.8 0.01 19.5 150 18 0.874 1.0 ---- 20.0 ---- I ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 18 17 6.20 B ---- 20.0 ---- ---- -0.8 0.00 11.0 ---- -1.6 0.02 19.5 150 19 0.874 3.0 ---- 20.0--=- ----- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 19 19 4.20 LB --- 20.0 --- ---- 0.,0 0.00 11.0 ---- 0.0 0.00 19.5 150 20 0.874 _10.0 ---- 20.0 =---,---- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 20 19 4.70 R ---- 20.0 ---- ---- -0.8 °0.00 11.0 ---- --1.6 0.01 19.5 150 21 0.874 1.0 ---- 20.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 21 21 .7.20 B' ----` 20.0 --------- 0.0 0.00 11.0 ---- 0.0 0.00 19.5 150 22 0.874 3.0 --'--- 20.0 ----`---- 0.00 '0.00 11..0 ---- 0.00 0.00 19.5 22 21 8.50 2R ---- 20.0 ----,---- -0.8 0.01 11'.0 ---- -1.6 0.02 19.5 150 23 0.874 2.0 ---- 20.0 ---- ---- 0.00 01.00 11.0 ---- 0.00 0.00 19.6 23 23 4.20 LBR ---- 20.0 ---- ----' 0.0 0.00 11.0 ---- 0.0 0.00.19.6 150 24 0.874 11.0 ---- 20.0 ---= ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.6 24 23 3.70 R ---- 20.0 ---- ---- -0.8 0.00 11.0 ---- -1.6 0.01 19.6 150 25 0.874 1.0 ---- 20.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.6 25 25 7.10 B ---- 20.0 ---- ---- • 0.4 0.00 11.0 ----- 0.8 0.01 19.6 1.50 26 0.874 3.0 ---= 20.0.---- ===- 0.00 0.00 11.0 -=-- 0.-00 0.00 19.6 26 25 9.70 B ---- 20.0 ---= =--- -1.2 0.01 11.0 ---- -2.3 0.05 19.6 150 27 0.874 3.0 ---- 10.0 --------- 0.00 4.33 15.3 --'-- 0.00 4.33 24.0 27 27 4.80 R ---:- 10.0 ---- ---- -4.1 0.07'15.3 ---- -8.4 0.24 24.0 150 28 0.874 1.0 ---- 10.0 ---- ---- -0.01 0.00 15.4 ---'- -0.04 0.00 24.2 28 28 10.00 2L ---- 10.0^---- ---- -4.1 0.27 15.4 ---- -8.4 1.00 24.2 150 10 0.874 14.0,---- 10.0 ---�- ---- -0.01 TAO 15.7 ---- -0.04 .0.00 25.2 29 27 30.70 LB3R ---- 1'0.0 ---- .---- 3.0 0.09 15.3 ---- 6.0 0.34 24.0 150 16 1.101 15.0 ---- 20.0.---- ---- 0.00 4.33 10.9 ---- 0.01 4.33 19.3 30 26 10.00 L -.--= 20.0 ----.--=- 0.4 0.00 11.0 ---- 0-.8 0.01 19.6 150 29 0.874 7.0 ---- 10.0 ---- ----` 0.00 4.33 15.3 ---- 0.00 4.33 23.9 31 29 11.20 L5R ---- 10.0 ---- ---- 0.4. 0.00 15.3 ---- 0.8 0.01.23.9 150 30 0.874 12.0 ---- 10.0 ---- -- .-0.00 0.00 15.3 ---- 0.00 0.00 23.9 32 30 10.30 4R ---- 10.0 ---- -,-- 0.1 0.00 15.3 ---- 0.2 0.00 23.9 150 31 0.874- 4.0'---- 10.0 -_-- ---- 0.00 0.0015.3,---.- 0.00 0.00.-23.9 33 31 50.90 B9R ---- 10.0 ---- ---- 0.1 0.00 15.3 ---- 0.2' 0.00.23.9 150 32 0.874 12.0 ---- 10.0 ---- ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 34 32 2.80 B. ---- 10.0 ---- ---- - 0.0 0.00 15.3 ---- 0.0 0.00 23.9 150 33 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 35 33 4.60 B ---- 10.0 ---- ---- '0.0 0.00 15.3 ---- 0.0 0.00 23.9 150 34 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 1`5.3 ---- .0.00 0.0023.9 HATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-GARAGE.rdfPage 4 36 33 15.60 LR ---- 10.0_---,= ---- 0.0 0.00 15.3 -=-- 0.0 0.00 23.9 1'50 35 0.874 8.0 ----. 10..0 -=:-= ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 37 32 13.70- B2R --.- 10-.0 ----- ---- 0.1 0.00 15.3 ---- 0.2 0.00 23.9 150 36 0.874 5.0 ---- 10:0 ----- ---- 0.00 0.00 15.3 ---- '0.00 0.00 23.9 38 36 26.00 LB2R ---- 10.0 ---- ---- '0.0 0.00 15.3 ----, 0.0 0.00 23.9 150 37 0.874 =; 12.0 ---- 10.0 ---- ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 39 36 24.60 7R -- - 10.0 --= -. ---- 0.1 0.00;15.3 ---- 0.2 0.00 23.9 150 38 0.874 7.0 --_- 10.0 ---- ---- 01.100 0.00, 15.3 ---- .,0.00 0.00 23.9 40 38 7.20 B ----: 10.0 ----,---- 0.4 0.00 15.3 ---- 0.8 0.01 23.9 150 39 0.814 3.0 ---- 10.0 --_-- ---- --=- 0.00 0.00 15.3,=--- 0.00 0.00 23.9 41 39 10.00 2L ---- 10.0:,-.--,---- 0.4 0.00 15.3 ---- 0.8 0.01 23.9 150 18 0.874 14.0 ---- 20.0 -,--- ---- 0.00 -4.33 11-0 ---- 0.00 4.33 19.5 42 38 23.00 8R ---- 10.0 ---- ---- -0.3 0..00 15.3 ---- -0.5 0.01 23.9 150 30 0.874 8.0 ---- 10.0 ---- ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 Node Notes ,Pipe Notes Legend: ' P - Pipe # LEN - Pipe Length DIA - Pipe Diameter; FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure El" --Node Elevation,. SP - K -Factor DISCH-- Discharge in gpm FLOW - Flow Rate FL/FT = Friction Loss per Foot PF - Pressure Loss due to Friction' ',.PE- Pressure Loss due to Elevation PT - Total Pressure at Node " Fitting Code Letters:, j E=45 Ell, L=90 Ell, B=TeeBch,_R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= The maximum velocity of water -flow -occurs' in pipe 1 at 9.39 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe '1 at 16.97 ft/s with 2 sprinklers -flowing.` PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-GARAGE.rdfPage 5 PAGE: B MATERIAL: CPVC HWC: 150. Diameter Equivalent,•Fitting Lengths in Feet ' (in) E L. .B R C S I G X Y Z I 45 Ell 90 Ell TeeBch'TeeRun Couplg SwgChk GatVly X Y }` :Z 0.874 1.00 7.00 3.00 1.00 1.00, 5.00 2.00 0.00 -0.00 0.00 '1.101 1.00 -7.00 5.00 1.00 1.00 8.00 .2.00 0.00 0.00 0.00 PAGE: K' MATERIAL: Copper Tube -K HWC: 150: Diameter Equivalent Fitting Lengths in'Feet (in) E L B• R C S G X Y Z - 45 Ell 90 Ell TeeBch-TeeRun Couplg SwgChk GatVly AngVly Y Z .0.995 1.00 2.00 6:00 2.00 2.00 6.00 0.00 .14.00 0.00 0.00 1.481 -2.00 4.00 8.00 3.00 3.00 .9.00 0.00 18.00 0.00 0.00. PAGE: L MATERIAL: Copper Tube -L HWC: 150° Diameter Equivalent Fitting Lengths in Feet (in) E L B R C I S G X Y' Z 45 Ell 90 Ell TeeBch TeeRun Couplg'SwgChk GatVly Ag1Vly Y Z 1.025 1.00 3.00. 7.00 2.00 2.00 -7.00 .0.00 14.00 0.00 0.00 1.505 12.00 4.00 9.00 3.00 3.00 10.00 0.00 18.00 0.00 0.00 Sprinkler system has been hydraulically calculated with'the HASS HOUSE 3.2 computer program (License No. 38061304 )` to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.13 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.15 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square - Petersburg, TN 37144 - (931), 659-9760 DATE: 10/27/2011 Z:\5330 Allen Residence\Fi°re Sprinkler\Cal6s\1-GARAGE.rdfPage 6 WATER SUPPLY CURVE : 75.0 A C _ P 60.0 R E 52.5 S S 45.0 U Rr E 37.5 C B } �. 30.0 - .. j • 22.5 S 15.0 } 7.5 0.0 08 16 24 32 40 48 _.. 56 .64 72• '80 FLOW (GPM) Static`= 74.0 psi, Residual. = 20.0 psi @ 1500 gpm - (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.0 psi @ 22.8 gpm 73.9 psi`@ 41.2 gpm B = Required Water Supply D.= Required Water Supply 35.4 psi @ 22.8 gpm 64.5 psi•@ 41.2 gpm DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\1-GARAGE.rdfPage 7 3 DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\1-HCLOSET.rdfPage 1 RESIDENTIAL FIRE SYSTEMS, INC:• R (HH) 2871 E.` V_IA MARTENS ANAHEIM,CA 92806 RESIDENTIAL.,SPRINKLER''SYSTEM HYDRAULICS,CALCULATION REPORT r t FOR ALLEN RESIDENCE LA QUNITA, CA 92253 ' 53-539 VIA`MALLORCA HER CLOSET 2 HEAD CALC. - Date: 10/27/2011 - File' No: 5.330 Data File Name: 1-HCLOSET..rdf SPRINKLER SPACING 400.0 sq. ft./spklr.'(max) _ It Max. Dist: Bet.'Spklrs: -20.0 ft. Min. Dist. Bet. Spklrs,: 8.0 Max. Dist.' Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc.Pend.('20x2O) K=4.90. Calculated K-Factor.for, Arm -Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x'0;.874 -.in. -Arm -Over: K=4.67 (Incl. 1 Tee &-1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC:.150 _ WATER SUPPLY.- Source: Public Test Date': 10/21/11 By:. CVWD Static: 74.0 psi'`Resid:.20.0 psi-Flow:1500.0 gpm Public Main Size:,6 in Domestic Demand: '5.0, gpm at node number 4 SPRINKLER•DEMAND ' No.Spklrs.� Min Spklr. Press. Node Total Avail. Req'd Flowing Flow k (psi) No. Flow Press. Press. 1 20.0, 18..3 37 25.0 74.0 56.4 20.0 18.3 '37.' 25.0 7-4. 0 56.4 REVIEWING AUTHORITY '•:; a ;s RCFD s DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-HCLOSET.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 -sprinkler flowing * 1 sprinklers flowing FIXD P # END.LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 7.10 BG, ---- -6.0.SRCE ---- .25.0 2.20 56.4 ---- 25.0 2.20 56.4 150 2 0.995 6.0 ---- -4.0 ---- ---- 0.17 0.87 53.3 ---- 0.17 0.87 53.3 2 2 185.20 3L -4.0 -4.0 -,--= ---- 25.0 4.78 53.3 ---- 25.0 4.78 53.3 150 3 1.481 12.0 ---- -2.0 ---- ----- 0.02 0.87 43.7 ---- 0.02 0.87 43.7 3 3 5..50 L---- -2,0,---- ---- 25.0 0.121 43.7 ---- 25.0 0.21 43.7 150 4 1.505 4.0 ---- 1.0 -5 5 -0..02 1.30 42.2 5 0.02 1.30 42.2 4 4 1.00 B ---- 1.0 -5 - 5 20.0 0.77 42.2 5 20..0 0.77 42.2 150 5 1.025 7.0 ---- 1.0 ----`---- 0.10 0.00 41.4 ---- 0.10 0.00 41.4 5 5 2.50 L --=- 1.0 ---- ---- 20.0 0:65 41.4 ---- 20.0 0.65 41.4 150 6 1.101 7.0 ---- 3.0 ---- ----" 0.07 0.87 39.9 ---- 0.07 0.87 39.9 6 6 3.00 3RS ---- 3.0 --=- ---- 20.0 0.95 39.9 ---- 20.0 0.95 39.9 150 7 1.101 11.0 ---- 6.0 ---------- 0.'07 1.30'37.6 ---- 0.07 1.30 37.6 7 7 4.00 ---- 6.0 -- -- ---- 20.0 0.27 37.6 ---- 20:0 0.27 37:6 150 8 1.101 0.0 ---- 10.0 ---- ---- 0.07 1.73 35.6 ---- 0.07 1.73 35.6 8 8 2.80 L ---- 10.0 ----'=---- 20.0 0.67 35.6 ---- 20.0 0.67 35.6 150 9 1.101 7.0 ---- 10.0 ---- ---- 0.07 0.00 35.0 ---- 0.07 0.00 35.0 9 9 10.60 L2B ---- 10.0 ---- ---- - 8.2 0.36 35._0 ---- 8.2 0.36 35.0 150 10 1.101 17.0 ---- 10.0 ----_--.-- „0.01 0.00-34.6 ---- 0.01 0.00 34.6 10 9 14.10 B ---- 10.0 ---- ---- 11.8' 0.49 35.0 ---- 11.8 •0.49 35.0 150 11 1.101 5.0 ---- 10.0 ---- ---- 0.03 0.00 34.5 ---- 0.03 0.00 34.5 11 11 0.50 B ---- 10.0 ----..---- 11.8 0,.14 34.5 ---- 11.8 0.14 34.5 150 12 1.101 5.0 ---- 10.0 ---- ---- 0.03 0.00 34.3 ---- 0.03 0.00 34.3 12 11 33.20 2LB2R ---- 10.0 ---- ---- 0.0 0:00 34.-5 ---- 0.0 0.00 34.5 150 13 1.101 21.0 ---- 10.0 ---- ---- 0.00 0.00 34.5 ---- 0.00 0.00 34.5 13 13 12.50 R ---- 10.0 ---- ---- 0.0 0.00 34.5 ---- 0.0 0.00 34.5 150 14 1.101 1.0 ---- 10.0 ---- ---- 0.00 0.00 34.5 ---- 0.00 0.00.34.5 14 12 10.00 L ---- 10.0 ---- ---- 11.8 0.44 34.3 ---- 11.8 0.44 34.3 150 15 1.101 7.0 ---- 20.0 --- ---- 0.03 4.33 29.6 ---- 0.03 4.33 29.6 15 15 2.30 L ---- 20.0 --------- 11.8 0.24 29.6 ----- 11.8 0.24 29.6 150 16 1.101 7.0 --- 20.0 ---- ---- 0.03 0.00 29.3 ---- 0.03 0.00 29.3 16 16 50.60 B5R ---- 20.0 ---- ---- 6.8 1.69 29.3 ---- 6.8' 1.69 29.3 150 17 0.874 8.0 ---- 20.0 ---- ---- 0.03 0.00 27.6 ---- 0.03 0.00 27.6 DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\1-HCLOSET.rdfPage 3 17 17 11.10 R ---- 20.0 ---- ---- 10.2 0.72 27.6 --_- 10.2 0.72 27.6. 150 18 0.874 1.0 ---- 20.0 ---- ---- 0.06 0.00 26.9 ---- 0.06 0.00 26.9 18 17 6.20 B ---- 20.0 ---- ---- -3.3 •0.07 27.6 ---- -3.3 0.07 27.6 150 19 0.874 3.0 ---- 20.0 --=- ---- -0.01 0.00 27.7 ---- -0.01 0.00 27.7 19 19 4.20 LB ---- 20.0 ---- ---- 0.0 0.00 27.7 ---- 0.0 .0.00 27.7 150 20 0.874 10.0 ---- 20.0 ---- ---- 0.00 0.00 27.7 ---- 0.00 0.00 27.7 20 19 4.70 R ---- 20.0 ---- ----` -3.3 0.04 27.7 ---= -3.3 0.04 27.7 150 21 0.874 1.0 ---- 20.-0 ---- ---- -0.01 0.00 27.7 ---- -0.01 0.00 27.7 21 21 7.20 B ---- 20.0 ---- ---- 0.0 0.00 27.7 ---- 0.0 0.00 27.7 150 22 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 27.7 ---- 0.00 0.00 27.7 22 21 8.50 2R ---- 20.0 ---- ---- -3.3 0.08 27.7 ---- -3.3 0.08 27.7 150 23 0.874 2.0 ---- 20.0 ---- ---- -0.01 0.00 27.8 ---- -0.01 0.00 27.8 23 23 4.20 LBR ---- 20.0 ---- ---- 0.0 0.00 27.8 ---- 0.0 0.00 27.8 150 24 0.874 11.0 ---- 20.0 ---- ---- 0.00 0.00 27.8 ---- 0.00 0.00 27.8 24 23 3.70 R ---- 20.0 --------- -3..3 0.04 27.8 ---- -3.3 0.04 27.8 150 25 0.874 1.0 ---- 20.0 ---- ---- -0.01 0.00 27.8 ---- -0.01 _0.00 27.8 25 25 7.10 B ---- 20.0 ---- ---- 9.8 0.57 27'.8 ---- 9.8 0.57 27.8 150 26 0.874 3.0 ---- 20.0 ---- ---- 0.06 0.00 27.3 ---- 0.06 0.00 27.3 26 25 9.70 B ---- 20.0 ---- ---- -13.2 1.22 27.8 ---- -13.2 1.22 27.8 150 27 0.874 3.0 ---- 10.0 ---- ---- -0.10 4.33 33.4 ---- -0.10 4.33 33.4 27 27 4.80 R ---- 10.0 ---- ---- -8.2 0.23 33.4 ---- -8.2 0.23 33.4 150 28 0.874 1.0 ---- 10.0 ---- ---- -0.04 0:00 ----- -0.04 0.00 33.6 28 28 10.00 2L ---- 10.0 ---- ---- -8.2 0.96 33.6 ---- -8.2 0.96 33.6 150 10 0.874 14.0 ---- 10.0 ---- ---- -0.04 0.00 34.6 ---- -0.04 0.00 34.6 29 27 30.70 LB3R --=- 10.0 ---- ---- -5.0 0.24 33.4 ---- -5.0 0.24 33.4 150 16 1.101 15.0 ---- 20.0 --------- -0.01 4.33 29.3 ---- -0.01 4.33 29.3 30 26 10.00 L ---- 20.0 ---- ---- 9:8 0.96 27.3 ---- 9.8 0.96 27.3 150 29 0.874 7.0 ---- 10.0 --------- 0.06. 4.33 30.7 ---- 0.06 4.33 30.7 31 29 11.20 L5R ---- 10.0 ---- ---- 9.8 1.31 30.7 ---- 9.8 1.31 30.7 150 30 0.874 12.0 ---- 10.0 ---- ---- 0.06 0.00 29.3 ---- 0.06 0.00 29.3 32 30 10.30 4R ---- 10.0 ---- ---- 7.2 0.45 29.3 ---- 7.2 0.45 29.3 150 31 0.874 4.0 ---- 10.0 --=- ---- 0.03 0.00 28.9 ---- 0.03 0.00 28.9 33 31 50.90 B9R ---- 10.0 ---- ---- 7.2 2.00 28.9 ---- 7.2 2.00 28.9 150 32 0.874 12.0 ---- 10.0 --------- 0.03 0.00 26.9 ---- 0.03 0.00 26.9 34 32 2.80 B ---- z 10.0 ---- ---- 0.0 0.00 26.9 ---- 0.0 0.00 26.9 150 33 0.874 3.0 ---- 10.0 ---- ----- 0.00 0.00 26.9 ---- 0.00 0.00 26.9 35 33 4.60 B ---- 10.0 ---- ---- 0.0 0.00 26.9 ---- 0.0 0.00 26.9 150 34 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 26.9 ---- 0.00 0.00 26.9 DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-HCLOSET.rdfPage 4 36 33 15.60 LR ---- 10:0 ---- ---- 0.0' 0.00 26.9 ---- 0.0 0.00 26.9 150 35 0.8'74 8'.0 ---- 10.0 ---- ---- 0.00 0:00 26.9 =--- 0.00 0.00 26.9 37 32 13.70 B2R ---- 10.0 --------- 7.2. 0.59 26:9 ---- 7..2 0.59 26.9 150 36 0.874 5.0_---- 10:0 =--- ---- 0.03 0.00 26.3 =--- 0.03 0.00 26.3 38 36 26.00 LB2R ---- '10.0 --------- 20.0 7.°96 26.3 =--- 20.0 7.96 26.3 150 37 0.874 12.0.---- 10.0.4.67.20.0" 0.2.1 0.00 18.3 20.0 0.21 0.00 18.3 39 36 24.60 7R ' :--.-- 10:0--.-'-�---- -12.8': 2.89 26.3 -- :- -12.8 2.89 26.3 150 38 0.874 7:0 =-- 10.0 ---- ---- -0.09 0.00_`"29.2.---- -0.09 0.00 29.2 40 38 7.20 B ---- 10.0 ----.---- -10.2 0.61 29.2 ---- -10.2 0.61 29.2 150 39 0.874 3.0 ---- 10.0 ---- ---- -0.06 .0.00 29.8 ---- -0.06 0.00 29.8 41 39 10.00 2L --_- 10.0 ----'---- -10.2 1.4.3 29.8 ---- -10.2 1.43 29.8 150 18 0.87.4. 14.0 ---- 20.0 ---- -----0."0.6 4.33,26.9 ---- -0.06 4.33 26.9 42 38 23.00 8R ---- 1.0.0 ---- ----..-2.6. 0...15 29..2 ---- =2:6 0.15 29.2 150 30 0:874 8.0 ---- 10.0 --------- 0.00 0.00 29.3 ---- 0.00 0.00 29.3 Node Notes Pipe Notes Legend: P - Pipe # LEN.-, Pipe Length DIA - Pipe Diameter FIT. = Pipe Fittings EQV. LN - Pipe Equivalent Length ._:FIXD LOSS,,- Fixed Loss -.Device PUMP - Pump Pressure _ EL - Node Elevation SP - K -Factor _ DISCH - Discharge in gpm FLOW - Flow Rate FL/FT -Friction Loss per Foot- PF - Pressure Loss due to Friction PE = Pressure -Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, `R=T.eeRun, C=Couplg, S=SwgChk,, G=GatVlv,' X= X, Y= The -maximum velocity of water flow occurs in pipe 38 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity -of water flow occurs.in pipe' 38.1 - at 10.70 ft/s with 1 sprinklers flowing: PIPE FITTINGS .TABLE Pipe Table Name: standard'.npt DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\1-HCLOSET.rdfPage 5 PAGE: B MATERIAL: CPVC HWC: 150 Diameter Equivalent: Fitting Lengths in Feet (in) E L B R C S, G X y Z 45.Ell 90 Ell TeeBch TeeRun Couplg SwgChk•GatVly X Y Z 0.874• 1.00 7.00 3.00 1.00 1..00 5-00 2.00 0.00 0.00 0.00 1.101 _ 1.00 7.00 5.00 1.00. 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube -K HWC:•150 Diameter Equivalent Fitting Lengths in Feet (in) E .L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v AngVly Y Z 0.995 1.00• 2.00 6.00- 2.00 2.00 6.00 0.00 114.00 0.00 0.00 1.481 2.00 4.00 8.00 3.00 3:00,. 9.00 0.00 18.00 •0.00 0.00 - PAGE: L MATERIAL: Copper Tube, -L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R: C S G, X Y Z 45 Ell_ 90 Ell TeeBch TeeRun Couplg SwgChk GatVly AglVly Y ••Z 1.025 1,00 3.00 '7.00 2.00- 2.00 �7-:00 0100 14.00 0.00 0.00 1.505 2.00 4.00 , 9.00 3.00. 3.00 ,10.00 0'.00 18.00 0.00 0.00 Sprinkler- system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 38061304 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 gpm with one sprinkler flowing, and 0.010 gpm at each node and•maximum imbalance of 0.09 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R... , HRS Systems, Inc. 208 South Public Square y Petersburg, TN' 37144' (931) 659-9760 r bATE:`10/27/2011 Z':\5330 Allen Residence\Fire Sprinkler\Calcs\1-HCLOSET.rdfPage 6 WATER SUPPLY CURVE' 75.0 C 67.5 P 60.0 R �D E - 52.5 S " Sl 45.0 37.5 E , 30.0 _ P, 22.5 S ' 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) - Static 74.0 psi, Residual = 20.0 psi`@ 1500 gpm (1 sprinkler flowing) • (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply . 74.0 psi @ 25.0 gpm 74.0 -psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 56.•4 psi @ 25.0 gpm '56.4 psi @ 25.0 gpm 'DATE: 10/27/2011 Z:\53.30 Allen Residence\Fire•Sprinkler\Calcs\1-MBED.rdfPage 1 ' RESIDENTIAL FIRE SYSTEMS, INC. (HH) 2871 E. VIA MARTENS ANAHEIM,CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ALLEN RESIDENCE LA QUNITA, CA 92253. 53-539 VIA MALLORCA MASTER BEDROOM 2 HEAD CALC.. Date: 10/27/2011 File No: 5330 Data File Name: 1-MBED.rdf SPRINKLER SPACING 256.0 sq. ft'./spklr.(max) Max,. 'Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: -8.`0 Max. Dist.'.Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc.Pend.(16x16) K=4.90 - Calculated K Factor for Arm -Overs & Drops. 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft.x 0.874 in: Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER.SUPPLY Source: Public Test Date: 10/21/11 By: CVWD Static: 74.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6,in- Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr.. Press_. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 '7.;7 35 18.0 74.0 31.0 2 13.0 7.7 35 32.1 74.0 56.6 REVIEWING AUTHORITY RCFD DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\1-MBED.rdfPage 2 „ RESULTS OF. ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing. FIXD P # END LEN FIT. LOSS EL �SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) �(K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 7.10 BG ---- -6.0 SRCE ----- 18.0 1.20 31.0 ---- 32.1 3.50 56.6 150 2 0.995 6.0 ---- -4:0 ---- =--- 0.09 0.87 29.0 ---- 0.27 0.87 52.21 2 2 185.20 3L -4.0 -4.0 ---- ---- -18.0 2.60 29.0 ---- 32.1 7.60 52.2 150 3 1:481 12.0 ---- -2.0 ----,------ 0.01 0.87'21.5 ---- 0.04 0.87 39.7 3 3 5.50 L ---- -2.0 -------- 18.0 0.12 21.5 ---- 32.1 0.34 39.7 150 4 1.505 4.0 ---- 1.0 -5 5 0.01 -1.30 20.1 5 0.04 1.30 38.1 4 4 1.00 B ---- 1.0 -5 5 13.0 0.35 20:1 5 27.1 1.35 38.1 150 5 1.025 7.0 ---- 1.0 ---- ---- 0.04 0.00 19.7 ---- 0.17 0.00 36.7 5 5 2.50 L ---- 1.0_=-;- ---- 13.0 0.29 19.'7----- 27.1 1.14 36.7 150 6 1.101 7.0'---- 3.0 ---- -•--- 0;03 0.87 18.6 ---- 0.12 0.87 34.7 6 6 3.00 3RS ---- 3.0 ---= 13.0 0.43 18.6 ----. 27.1 1.67 34.7 150 7 1.101 11.0 ---- 6.0 ---- ---= `0.03 1.30_16.9 ---- 0.12 1.30 31.8 7 7. 4.00 ---- 6.0 ---- ---- 13:0 0.12 16.9'-=--" 27.1 0.48 31.8 150 8 1.101 0.0 ---- 10.0 ---- ----' 0.03 1.73.15.0 ---- .0.12 1.73 29.6 8 8 2.80 L ---- 10."0 =---•---- 13.0 0:30 15.0 ---- 27.1 1.17 29.6 150 9 1.101 7.0 ---- 10.0 --------- 0.03 0.00 14.7 ---- 0.12 0.00 28.4 9 9 10.60 L2B ---- 10.0 ---- ---- 5.3 0.16-14.7 ---- 11.1 0.63 28.4 150 10 1.101 17.0 ---- 10.0.---- ---- 0.01 0.00 14.5 ---- 0.02 0.00 27.8 10 9 14.10 B ---- 10.0 ---- ---- 7..7 0.22 14.7 ---- 16.0 0.86 28.4 150 11 1.101 5.0 ---- 10.0 ----'---- 0.01 '0.00 14.°5,---- .0.05. 0.00 27.5 11 11 0.50 B ---- 10.0 --------- 7.7 0.06 14.5 '---- 16.0 0.25 27.5 150 12 1.101 5.0 ---- 10.0 ---- ---- 0:01 0.00 14.4 ---- 0.05 0.00 27.3 12 11 33.20 2LB2R ---- "10.0 -=-- =--- 0.0 0.00.14.5 =--- 0.0 0.00 27.5 150 13 1.101 21.10 ---- 10.0 ----- ---- 0_.00 0.00 14.5 ---- 0.00 0.00 27.5 13 13 12.50 R ---- 10.0 ---- ---- - 0.0 0.00:14.5 ---- 0.0 0.00 27.5 150 14 1.101 1.0 ---- 10.0 ----- ---- 0.00.-0.0.0,14.5 ---- 0.00 0.00 27.5 14 12 10.00 L =--- 10.0 =---.:---- 7.7' 0.20,14.4 ---- 16.0 0.77 27.3 150 15 1.101 7.0 ---- 20.0 _--- ---- 0.01 4.33 9.9 ---- 0.05 4.33 22.2 15 15 2.30 L ---- 20.0- --------- 7.7 0.11 9.9 ---- 16.0 0.42 22.2 150 16 1.101 7.0 ---- 20.0 ---- ---- -0.01» 0.00 9.8 ---- 0.05 0.00 21.8 16 16 50.60 B5R ---- 20.0 ----'---- 4.4 0.76 9.8 ---- 9.3 2.95 21.8 150 17 0.874 8.0 ---- 20.0 ---- ---- -0.01 0.00 9.0 ---- 0.05 0.00 18.8 'DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\1-MBED.rdfPage 3 17 17 11.10 R ---- 20.0 ---- ---- 6.5 0:32 9.0 - - - - 13.6 1.25 18.8 150 18 0.874 1.0 ---- 20.0 ---- ---- 0.03 0.00 8.7 ---- 0.10 0.00 17.6 18 17 6.20 B ---- 20.0 ---- ---- -2.1 0.03 9.0 ---- -4.4 0.12 18.8 150 19 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 9.0 ---- -0.01 0.00 18.9 19 19 4.20 LB ---- 20.0 --------- 0.0 0.00 9.0 ---- 0.0 0.00 18.9 150 20 0.874 10.0 ---- .20.0 ---- ---- 0.00 0.00 9.0 ---- 0.00 0.00 18.9 20 19 4.70 R ---- 20.0 ---- ---- -2.1 0.02 9.0 ---- -4.4 0.07 18.9 150 21 0.874 1.0 ---- 20.0 ---- ---- 0.00 0.00 9.1 ---- -0.01 0.00 19.0 21 21 7.20 B ---- 20.0.---- ---- 0.0 0.00 9.1 ---- 0.0 0.00 19.0 150 22 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 9.1 ---- 0.00 0.00 19.0 22 21 8.50 2R ---- 20.0 ---- ---- -2.1 0.03 9.1 ---- -4.4 0.13 19.0 150 23 0.874 2.0 ---- 20.0 ---- ---- 0.00 0.00 9.1 ---- -0.01 0.00 19.1 23 23 4..20 LBR ---- 20.0 ----'---- 0.0 0.00 9.1 ---- 0.0 0.00 19.1 150 24 0.874 11.0 ---- 20.0 ---- ---- 0.00 0.00 9.1 ---- 0.00 0.00 19.1 24 23 3.70 R ---- 20.0 ---- ---- -2..1 0.02, 9.1 ---- -4.4 0.06 19.1 150 25 0.874 1.0 ---- 20.0 -7 -- ---- 0.00 0.00 9.1 ---- -0.01 0.00 19.2 25 25 7.10 B ---- .20.0 --------- 6.5 0.26 9.1 ---- 13.5 1.02 19.2 150 26 0.874 3.0 ---- 20.0 ----- ---- 0.03 0.00 8.9 ---- 0.10 0.00 18.2 26 25 9.70 B ---- 20.0 ---- ---- -8.6 0.55 9.1 ---- -17.9 2.16 19.2 150 27 0.874 3.0 ---- 10.0 ---- ---- -0.04 4.3314.0 ---- -0.17 4.33 25.7 27.27 4.80 R ---- 10.0 ---- ---- -5.3 0.10 14.0 ---- -11.1 0.41 25.7 150 28 0.874 1.0.---- 10.0 -- -- ---- -0.02 0.00'1'4.1----- -0.07 0.00 26.1 28 28 10.00 2L ---- 10.0 ---- ---- -5.3 0.43 14.1 ---- -11.1 1.69 26.1 150 10 0.874 14.0 ---- '10.0 ----•---- -0.02, 0.00 14.5.---- -0.07 0.00 27.8 29 27 30.70 LB3R ---- 10.0 ---- ---- -3.2 0.11 14.0 ---- -6.8 0.42 25.7 150 16 1.101 15.0 ---- 20.0 --- 0.00 4.33 9.8 ---- -0.01 4.33 21.8 30 26 10.00 L ---- 20.0 ---- ---- 6.5 0.44 8.9 ---- 13.5 1.72 18.*2 150 29 0.874 7.0 ---- 10.0 ---- ---- 0.03 4.33 12.7 ---- 0.10 4.33 20.8 31 29 11.20 L5R ---- 10.0 ---- ---- 6.5 0.60 12.7 ---- 13.5 2.35 20.8 150 30 0.874 12.0 ---- 10.0 ---- ---- 0.03 0.00 12.1 ---- 0.10 0.00 18.4 32 30 10.30 4R ---- 10.0 --------- 5.8 0.30'12.1 ---- 12.0 1.17 18.4 150 31 0.874 4.0 ---- 10.0 ---- ---- 0.02 0.00 11.8 ---- 0.08 .0.00 17.3 33 31 50.90 B9R ---- 10.0 ---- ---- 5.8 1.32 11.8 ---- 12.0 5.14 17.3 150 32 0.874 12.0 ---- 10.0 ---- ---- 0.02 0.00 10.5 ---- 0.08 0.00 12.1 34 32 2-.80 B ---- 10.0 ---- ---- 13:0 0.55 10.5 ---- 27.1 2.13 12.1 150 33 0.874 3.0 ---- 10.0 ---- ---- 0.09 0.00 10.0 ---- 0.37 0.00 10.0 35 33 4.60 B ---- 10.0 ---- ---- 0.0 0.00 10.0 ---- 14.1 0.84 10.0 150 34 0.874 3.0 ---- 10.0 4.67"---- 0.00 0.00 10.0 14.-1 0.11 0.00 9.1 DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Cal•cs\1-MBED_rdfPage 4 36 33 15.60 LR ---- 10.0 ----- ---- 13.0 •`2.23 10.0 ---- 13.0 2.23'10.0 r50 35 0.874. 8.0 ---- 10.0 4.67 13.0- 0.09 0.00 7.7 13.0 0.09 0.00 7..7 37 32113.70 B2R ---- 10.,0 ---- ---- -7.2 0.60 10.5 ---- -15.1 2.,33 12.1 150 36 0.874 5.0 ---- 10.0 ---- ---- -0.03 0.00 11.1 ---- `-0.12. 0.00 14.4 38 36 26.00 LB2R ---- 10.0 ---- ----.- 0.'0 0.00 1'1.1------ 0.0 0.00 14.4, 150 37 -0.874 12.0 ---- 10.0 ---- ---- 04.00 0.00 11.1'---- 0.00 0.00 14.4 39 36 24.60 7R ---- 10.0.----.=-=- -7.2 1.01 11.1 ---- -15.1 3.93 14.4 150 38 0.874 7.0 ---- 10.0 ---- ----'-0.03 0.00 12.1 ---- -0.12 0.00 18.4 40 38 7.20 B ---- 10`.0 ----•----, 76.5 0.27 12.1,---- -13.6 1.05 18.4 150 39 0.874 3.0 ---- 10.0 ---- ---- -0.03 0.00 12.4 ---- -0.10 0.00 19.4 41 39 10.00 2L ---- 10.0 ----_=-- -6.5 0.63 12:4 ---- -13.6 2.47 19.4 150 18 0.874 14.0 ---- 20:0 ----'_=--- -0.03 4.33 8.7 --_- -0.10 4.33 17.6 42 38 23.00 8R. ---- 10.0 ---- ---- -0.7 0.01 12.1 ---- -1.5 0.05 18.4 150 30 0.874 8.0 ---- '10.0`---- ---- 0.00 0.00 12.1 ---- 0.'00 0.00 18.4 Node Notes. .. 'Pipe Notes - Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter 'FIT. - Pipe.Fittings EQV. LN - Pipe Equivalent'Length FIXD'LOSS -' Fixed Loss -Device PUMP - Pump Pressure EL - Node Elevation SP - K -Factor DISCH --Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction! PE -Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell,'B=TeeBch, R=.TeeRun, C=Couplg,' S=SwgChk, G=GatVly, X= X, Y= The maximum velocity of water, flow occurs in pipe 1 at 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in�pipe 34 at -14.50 ft/s with 2 sprinklers flowing. PIPE FITTINGS ^ ,TABLE Pipe Table Name: standard.npt ,, DATE: 10/27/2011 Z:-\5330 Allen Residence\Fire.Sprinkler\Calcs\1-MBED.rdfPage 5 PAGE: B MATERIAL: CPVC HWC:, 150 15iameter Equivalent`Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk--GatVly X Y -.Z 0.87.4 1.00 7.00. 3.00 1.00 1.00 5.00`• 2.00: 0.00 0.00 0.00 1.101 1.00 7.00 •5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube -K' HWC: 150` ' Diameter_ Equivalent Fitting ..Lengths in Feet,_ (in) E L B R C S G' X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly AngVly Y Z 0.995 1.00 2.00 6.00..-2.00 2..00 6.00. 0.00 14.00 0.00 0.00 1.481 2.00 4.00' 8.00 3:00 3.00 9.00 0.00 18`.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L' HWC:,150,'' Diameter Equivalent Fitting Lengths in Feet (in)" E L B R.' C S G L -X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly Ag1Vly Y Z 1.025_ 1.00 3.00 7.00 2.00 ..: 2.00 '7.00 •0.00 '14.00 0.00 0.00 1.505 2.00 4.00 9.00 3.'00 ,,3.00 10.00 0.00 18.00 0.00 0.00 .Sprinkler system has been hydraulically,calculated:with-the -, HASS HOUSE 3.2 computer program (License No. 38061304 ) to provide an average imbalance of 0.010.gpm at'each node and a maximum imbalance of 0.06 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance- of 0.07 gpm with 2 sprinklers -flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, ,Inc. 208 -South Public Square Petersburg,•TN."37144 �- (931) 659-9760 'DATE: 10/27/2011 Z:\5330 Allen, Residence\Fire Sprinkler\Calcs\1-MBED.rdfPage 6 a WATER-SUPPLY CURVE 75.0 - ^ A C - 67.5 P . 60.0 E 1 ` 52.5 S S 21. r fi 45.0 U R 37.5 E Y; B ( 30.0 ' P 22.5 S .R I 15.0 `. 7.5 _ 0.0 '. 04 8 12 16 20 24 - 28 32 36, 40 FLOW (GPM) Static = 74.0 psi, Residual _ 20.0 psi.@ 1500 gpm .(1 sprinkler flowing). (2 .sprinklers flowing) A = Available Water Supply C =,Available Water Supply 74.0 psi @ 18.0 gpm 74.0 psi @ 32.1 .gpm B = Required Water Supply D = Requited WaterSu 31.0 psi @ 18:0 gpm 56.6 psi @ 32.1 gpm '. DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 1 RESIDENTIAL FIRE SYSTEMS, INC. (HH) 2871 E. VIA MARTENS ANAHEIM,CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS•CALCULATION REPORT FOR ALLEN RESIDENCE LA QUNITA, CA 92253 53-539 VIA MALLORCA BATHROOM 4 2 HEAD CALC. Date: 10/27/2011 File No: 5330 Data File Name: 2-BATH4.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist..Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS. Mfr: Viking Descry VK457 Conc.Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS -" Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 10/21/11 By: CVWD Static: 74.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6'in, Domestic Demand: 5.0.gpm"at node number 4- SPRINKLER DEMAND No.Spklrs. Min Spklr. 'Press. Node_ Total Avail. Req'd Flowing Flow (psi) No. -Flow Press. Press. 1 20.0 18.3 24 25.0 74.0 50.7 18.3.._ 24--_,_: 25.074 . 0------50._7 - .. - REVIEWING AUTHORITY RCFD DATE: 10/27/2011 Z:\5330 Allen Residence\Fire',Sprinkler\Calcs\2-BATH4.rdfPage 2 RESULTS OF ANALYSIS r PIPE& NODE,DATA * FLOW ANALYSIS *•1 sprinkler flowing * 1 sprinklers flowing FIXD 4 P # END LEN FIT. LOSS EL SP *DISCH FLOW- PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT _PE (PSI)*(GPM) FL/FT PE (PSI) ' 1 1 7.10 BG ---- -6.0 SRCE ---- 25.0 2,'20 50.7 ---- 25.0 2.20 50:7. 150 2 0.995 6.0 ---- -4.0----- ---- 0.17 0.87 47.6 ---- -0.17 0.87 47.6 2 2 185.20 3L -4.0 •-4.0 ---- ---- 25.0 4.78.47-.6------ 25.0 4.78 47.6 150 3 1.481 12.0----. -2:0 ----' --- 0.02 0.87 38.0 -_-- 0.02 0.87 38.0 3 3 5.50 L' ---- -2.0 ---- -__- 25.0 0.21 38.0 =--- 25.0 0.21 38.0 150 4 1.505 4.0.-=--' 1.0 -5 5 0.02 1.30 36.4 5 0.02 1.30 36.4 4 4 1.00 B ---- 1.0 -5 5 20.0' 0.77, 36.4 5 20.0 0~.77 36.4 150 5 1.025 7.0 ----' 1.0 ---- =--- 0;10 0.00 35.7----- 0.10 0.00 35.7 5 5 2.50 L ' ---- 1.0 ----; -- - 20.0 0:65'35.7 ---- 20.0 0.65-35.7 150 6 1.101 7.0 ---- 3.0 ---- ---- 0.07' 0.87 34.2 ----, 0.07 0..87 34.2 6 6 3.00 _3RS ---- 3.0 ---------- .20.0. 0.95 34.2 ---- 20.0 0.95 34.2 150 7 1.101 11.0 ---- 6.0 ---- ---- 0.07. 1.30 31.9 ---- 0.07 1.30 31.9 7 7 4.00 ---- 6.0 ---- ---_' 20.0 ,0.27 31.9 ---- 20.0. 0.27 31.9 150 8 1.101 0.0 ---- 10,0 ---- ---- 0.07 1.73 29.9 ----' 0.07 1.73 29.9 8 .8 2.80 L ----' 10.0 ---- ---- 20.0 0:67`29.9 ---- 20.0 0.67 29.9 150 9 1.101 7.0 ---=; 10.0 ---='----:° 0.07 0.00 29.2 ---- 0.07 0.00 29.2 9 9 10.60 L2B. ---- '1d.0 ---- ---- 8.2. 0:36 29.2 ---- 8.2 0.36 29.2 150 10'1.101 17.0 =--- .10.0 ---- ---- 0.01 0.00 28.9,----, 0.01 0.00.28.9 10 9 14.10 B ----. 10.0 .---- ----` 11.8`.0.49 29.2 ---- 11.8 0.49 29.2 150 11 1.'101 5.0 ---- '10.0 ---- ---- 0.03 .0.00 28.7 ---- 0.03 '0.00 2.8.7 11 11 0.50 B ---- 10.0 ---- ---- 11.8 0.14 28.7---=- -11.8 0.14 28.7 150 12 1,.101 5.0 ---- 10.0_--:-- ---- 0:03- 0.00 28'.6 ---- 0.03 0.00 28.6 12 11 33.20 2LB2R ----. 10.0 ---- -,--- 0.0 0.00.28.7 ---- 0.0 '0.00 28.7 150 13 1.101 21.0 ----_,10.0 ---- ---- 0.00 r 0.00 28.7 ----' 0.00- 0.00 28.7 13 13 12.50 R ---- 10.0 ---- ----. 0:'0 0.00 281.7 ---- 0.0 0.00 28.7 150 14 1:101 1.0 --- 10.0--* --- --- 0.-00 -0'.00 28.7 _--- 0.00 0.00 28.7 -14-12-10. 00-L--------10. 0- =- ----x-11. 8, -O."43- 28.6-'---- • -11.8 --- 0.43-28.6 - - - -_ 150 15 1.101 7.0 ---- 20.0 ---- -.--- 0.03-:- 4.33 23.8 ---- 0.03 4.33 23.8 15 15 2.30 L ---- 20:D ---- ---- 11.8 0.24 23.8 ---- 11.8 0.24 23.8 150 16 1.101 7.0 ---- 20.0 ---- ---- 0.03 0.`00 23.6 ---- 0.03 0.00 23.6 16 16 50.60 B5R ---- 20.0 ---- ---- ..6.5 1.52 23.6 ---- 6.5 1.52 23.6 150 17 0.874 8.0 ---- 20.0 ---- ---- 0.103 0.00 22.1 ---_- 0.03 0.00 22.1 BATE: 10/27/2011 Z:\5330 AllenlResidence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 3 17 17 11.10. R` ---- 20.0----- ---- 0.6: 0.00 22.1 ---- -.0.6 0.00 22.1 1'50 18 0.874 1.0 ---- 20.0 ---- ----- 0.00 0.00 22.1 ---- 0.00 0.00 22.1 18 17 .6.20 B ---- 20.0 ---- ---- 5.9' 0.20 22:1 ---- 5.9 0.20 22.1 150 19 0.874 3.0 ---- 20.0,---- ---- 0-.02 0.00 21.9 ---- 0.02 .0.00 21.9 19 19 4.20 LB --,-- 20.0 ---- --,-- 0- 0' 0.00 21.9----.- 0.0 0.00 21.9 150 20 0.874 10.0 ---- 20.0 ---- ---- 0..00 0.00 21.9 ---- 0..00 0.00 21.9 20 19 4.70 R ---- 20.0 ---- ---- 5.9 0:12 21.9 ---- 5.9 0.12 21.9 150 21 0.874 1.0 ----- 20.0 ---- ---- 0.02 .0.00 21.8 ---- 0.02 0.00 21.8 21 21 7.20 B ---- 20.0----�.---- 0:0 0.00 21..8 ---- 0.0 0.00 21.8 150 22 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 21.8 ---- 0.00 0.00 21.8 22 21 8.50 2R ---- 20.0 ---- ---- 5.9 -0.23 21.8 ---- 5.9 0.23 21.8 150 23 0.874 2.0 ---- 20.0 ----; ---- 0..02 0.00 21.5 ---- 0.02 0.00 21.5 23 23 4.20 LBR '--- '20.0 ---= ---- 20.0 3.18, 21.5 ---- 20.0 3.18 21.5 150 24 0.874 11.0 ---- 20.0 4.67-20.0 0.21 0.00'18.3'20.0 0.21 0.00 18.3 24 23 3.70 R ---- 20.0 ---- ---- -14.1 0-.52 21.5 ----`-14.1 0.52 21.5 150 25 0.874 1.0 ---- 20.0 ---- ---- -0.11 0.00 22.0 ---- -0.11 0.00 22.0, 25 25 7.10 B' ---- 20.0 --=-•----- -0.6 0..00 22.0 ---- -0.6 0.00 22.0 150 26 0.874 3.0 ---- 20.0 -=--„----, 0.00 0.00 22.0 ---- 0.00 0.00 22.0 _ a 26 25 9.70 B" ---- 20:0 ----` -_---'-13.5, 1.29 22.0 ---- -13.5 1.29 22.0 150 27 0.874 3.0 ---- 10.0 =--- ---- 70.10: 4.33.27.7 ---- -0.10 4.33 27.7 27 27 '4.80 R ---- 10,.0----- ---- -8.2. 0.23 27.7 ---- -8.2 0.23 27.7 150 28 0.874 1.0 ---- 10.0 ---- ---- -0.04 0.00 27.9 ---- -0.04- 0.00 27.9 28 28 10.00 2L ---- 10.0 ---- ---- -8.2 0.97 27.9,'---- -8.2 0.97 27.9 150 10 0.874 14.0 ---- 10:0 ---- =--- -0.04 0.00.28.9'---- -0.04 0.00 28.9 29 27 30.70 LB3R ---- 10.0 -=--:---- -5.3 0.27 27.7 ---- -5:3 0.27 27.7 150 16 1.101 15.0 ---- 20.0 ---- ---- -0.01 4.33 23.6 ---- -0.01 4.33 23.6 30 26 10.00 L ---- 20.0*---- ---- -0.6 0.01 22.0 ---- -0.6 0.01 22.0 150 29 0.874 7.0 ---- 10:0 ---- ---- 0.00- 4.33 26.4 ---- 0.00 4.33 26.4 31 29 11.20 L5R ---- 10.0 ---- ---_ -0.6._0.01 26.4 ---- -0.6 0.01 26.4 150 30 0.874 12.0 ---- 10.0'----:- =--- 0.00 0.00 26.4 ---- 0.00 0.00 26.4 32 30 10.30 4R ---- ,10.0 --------- -0.2 0.00 26.4 ---- -0.2 0.00 26.4 150 31 0.874 4.0 ---= 10.0 --- -_---- 0.00 0.00 26.4 ---- .0.00 0.00 26.4 33-31-50 . 90 -- B9R---------10-.-0- -----0. 2--- 0.'00 26.4---7--- -0.2- 0.00 2 6. 4 - 150 32 0.874 12.0 -=-- 10.0 ---- ---- 0.00 0.00 26.4 ---- 0.00 0.00 26.4 34 32 2.80 B ----"' 10.0 ---- ---- �0.0 _0.,00 26.4 ---- 0.0 0.00 26.4 150 33 0.874 3.0 ---- 10.0 ---- ---- 0:00 .0.00-26.4 ---- 0.00 0.00 26.4 35 33 4.60 B ---- 10.0 ---- ---- 0.0 0.00 26.4 ---- 0.0 0.00 26.4 150 34 0.874 3.0 ---- 10.0 ---- ----, 0.00 0.00 26.4 ---- 0.00 0.00 26.4 DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 4„ 36 33 15.60 LR ---- 10.0 -=-- ---- 0.0 0.00 26.4 ---- 0.0 0.00 26.4 f50 35 0.874 8.0'-'--- 10.0.---- ---- 0.00 0.00 26.4 ---- 0.00 0.00 26.4 37 32 13.70 B2R -,--- 10:0 ---- ----- -0.2 0.00 26.4 ---- -0.2. 0.00 26.4 150 36 0.874 5.0.---- 10.0•---- -=-- 0.00 .0.00 26.4 ---- .0.00 0.00 26.4 38 36 26.00 LB2R ---- 10.•0 - -- ---- 0.0 0.00 26.4 ---- 0.0 0.00 26.4 150 37 0.874 12.0 ---- 10.0 ---- --1— 0.00 0.00 26.4 ---= 0.00 0.00 26.4' 39 36 24.60 7R ---- 10.0 ---- ---- -0.2 0.00 26.4 ---- -0.2 0.00'26.4 150 38 0.874 7.0 ---- 10.0 ---- -- 0.00 0.00,26.4 - - - - 0.00 0.00 26.4' 40 38 7.20 B ---- 10.0 ---- ---- -0:6 0.00 26.4 =--- -0.6 0.00 26.4 150 39 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 26.4 ---- 0.00 0.00 26.4 41 39 10.00 2L ---- 10.0 ---- ---- --,0.6 0.01 26.4 ---- -0.6 0.01 26.4 150 18 0.874 14.0 ---- 20.0•--------- 0.00 4.33 22.•1 ---- 0.00 4.33 22.1 42 38 23.00 8R ---- 10.0 ---------- 0:4" 0.00 26.4 ---- 0.4 0.00 26.4 150 30 0.874 8.01---- 10.0.---- ---- 0.00 0.00 26.4 ---- 0.00 `0.00 26.4 .Node Notes 'Pipe Note's Legend: P - Pipe # LEN.- Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS- Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K -Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction -Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, .R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs -in pipe -23 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in•pipe 23 at 10.70 ft/s with 1 sprinklers flowing.: BATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 5 PAGE: B MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 7.00 3.00 1.00 11.00 5.00 2:00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1._00 8.00 2.00 - 0.00 0.00 0.00 PAGE: K_ MATERIAL: Copper Tube -K HWC : 150 Diameter Equivalent Fitting Lengths in Feet" (in) E L B IR, I C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun,Couplg SwgChk GatVly AngVly Y Z 0.995 1.00 2.00 6.00 2.;00 2.00 6.00 0.00 14.00 0.00 0.00 1.481 2.00 4.00 .8.00 '3.00 3.00 9.00 0.00 18.00" 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L HWC: 150` Diameter Equivalent Fitting Lengths in Feet (in) E L" B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly Ag1Vly Y Z 1.025 1.00 3.00 7.00, 2.00 2.00 7.00 0.00 14.00 0.00 0.00 1.505 2.00 4.00 9.00 3`.00 3.00- 10.00 0.00 18.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program'(License No. 38061304 ) to provide an average imbalance•of 0.010 gpmateach node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.14 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R.- HRS Systems, Inc. 208 South Public Square Petersburg, TN' 37144 (931) 659-9760 KATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdf Page 6. WATER SUPPLY CURVE` .- 75.0 C 7.5 67.5- P 60.0 R E _ S 52.5 - C` D , 45.0 - U R 37.5 E ' 30.0 _ P - 22.5 S 15.0 4 is 7.5 0.0 ' 04 8 12 16 20 24 ` 28 32 36 40 FLOW! ( GPM) Static _ 74.0 psi`,. Residual -20.0 psi @ 1500 gpm (1 sprinkler flowing). (1- sprinklers flowing) A = Available Water Supplyt C'_ Available- Water Supply------� ~- - - "-- 74.0 psi @ 25.0 gpn 74. 0psi @ 25.0 gpm r , B = Required Water Supply D= Required Water Supply 50.7 psi @ 25.0 gpm 50.7 psi @_25..0 gpm DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 1 • RESIDENTIAL FIRE SYSTEMS, INC. (HH) 2871 E. VIA MARTENS ANAHEIM,CA 92806 RESIDENTIAL SPRINKLER SYSTEM, HYDRAULICS CALCULATION REPORT ` FOR ALLEN RESIDENCE , LA QUNITA, CA 92253. 53-539 VIA MALLORCA •DINING ROOM 2 HEAD CALL.. Date: 10/27/2011 File No: 5330 Data File Name: 2-DINING.rdf SPRINKLER SPACING 256.0 sq. ft./spklr..(max)- Max. Dist. Bet. Spklrs: 16..0 ft. Min. Dist. Bet.. Spklrs: 8.0 Max-. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS ' Mfr: Viking Descr: VK457 Conc.Pend.(16xl6) K=4.90, Calculated K Factor for.Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x0.874 in. Arm-Over: K=4.67' (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS ~ Type: CPVC HWC: 150 WATER SUPPLY '. Source: Public Test Date:,10/21/11 By:'CVWD Static: 74.0 psi Resid: 20.0 psi F1ow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at,node number 4 W SPRINKLER DEMAND „ 'No.Spklrs. _Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi).. No. Flow Press. Press. w 1 13.0 7.7 20, 18.0 74.0 31.5 2 13.0. 7.8 20 31.3 74.0 46.8 REVIEWING AUTHORITY RCFD t 'DATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 7.10 BG ---- -6.0 SRCE ---- 18.01 1.20 31.5 ---- 31.2 3.33 46.8 150 2 0.995 6.0 ---- -4.0 ---- ---- 0.09 0.87 29.4 ---- 0.25 0.87 42.6 2 2 185.20 3L -4.0 -4.0 ---- ---- 18.0 2.60 29.4 ---- 31.3 7.24 42.6 150 3 1.481 12.0 ---- -2.0 ---= ---- 0.01 0.87 22.0 ---- 0.04 0.87 30.5 3 3 5.50 L ---- -2.0 --------- 18.0 0.12 22.0 ---- 31.3 0.32 30.5 150 4 1.505 4.0 ---- 1.0 -5 5 0.01 1.30 20.5 5 0.03 1.30 28.9 4 4 1.00 B ---- 1.0 -5 5 13.0 0.35 20.5 5 26.3 1.28 28.9 150 5 1.025 7.0 ---- 1:0 ---- ---- 0.04 0.0020.2 ----, 0.16 0.00 27.6 5 5 2.50 L ---- 1.0 ----- ---- 13.0 0.29 20.2 ---- 26.3 1.07 27.6 150 6 1.101 7.0 ----. 3.0,---- ---- 0.03 0.87 19.0 ---- 0.11 0.87 25.7 6 6 3.00 3RS ---- 3.0 ---- ---- 13.0 0.43 19.0 ---- 26.3 1.58 25.7 150 7 1.101 11.0 ---- 6.0 ---- -.--- 0:03 1.30 17.3 ---- 0.11 1.30 22.8 7 7 4.00 ---- 6.0 ---- ---- 13.0-'0.12 17.3 ---- 26.3 0.45 22.8 150 8 1.101 0.0 ----'' 10.0 ---- ---- 0.'03 1.73 15.4 ---- 0.11 1.73 20.6 8 8 2.80 L ---- 10.0 ----,---- 13.0 0.30 15.4 ---- 26.3 1.11 20.6 150 9 1.101 7.0 ---- 10.0 ---- ---- 0.03 0.00 15.1 ---- 0.11 0.00 19.5 9 9 10.60 L2B ---- 10.0 ---- -=-- 5.3 .0.16 15.1 ---- 10.7 0.59 19.5 150 10 1.101 17.0 ---- 10.0 ----- ---= 0.01 0.00 15.0 ---- 0.02 0.00 18.9 10 9 14.10 B ---- 10.0 ---- ---- 7.7 0.22 15.1 ---- 15.6. 0.82 19.5 150 11 1.101 5.0 ---- 10.0 ---- ---- .0.01 0.00 14.9 ---- 0.04 0.00 18.7 11 11 0.50 B ---- 10.0 ---- ---- 7.7 0.06 14.9 --_-` 15.6 0.24 18.7 150 12 1.101 5.0 ---- 10.0 y --=- ---- 0.01 0.00 14.9 ---- 0.04 0.00 18.4 12 11 33.20 2LB2R. ---- 10.0 ---- ---- 0.0 0.00 14.9 ---- 0..0 0.00 18.7 150 13 1.101 21.0 ---- 10.0 ---; ---- 0.00 0.00 14.9 ---- 0.00 0.00 18.7 13 13 12.50 R ---- 10.0 ---- ---- 0.0 0.00 14.9 ---- 0.0 0.00 18.7 150 14 1.101 1.0 ---- 10.0 ---- ---- 0.00 0.0014.9 ---- 0.00 0.00 18.7 14 12 10.00 L ---- 10.0'---- ---- 7.7 0.20 14.9.---- 15.6 0.73 18.4 150 15 1.101 7.0 ---- 20.0 ---- ---- 0.01 4.33 10.3 ---- 0.04 4.33 13.4 15 15 2.30 L ---- 20.0 ---- ---- 7.7 '0.11 10.3 ---- 15.6 0.40 13.4 150 16 1.101 7.0 ---- 20.0 ---- ---- 0.01 0.00 10.2 ---- 0.04 0.00 13.0 16 16 50.60 B5R ---- 20.0 -- -- ---- 4.8 0.88 10.2 ---- 9.4 3.06 13.0 150 17 0.874 8.0 ---- 20.0 ---- ---- 0.01 0.00 9.3 ---- 0.05 0.00 9.9 LATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 3 17 17 11.10 R ---- 20.0 ---- ---- -1.8 0.03 9.3 ---- -3.1 0.08 9.9 150 18 0.874 1.0 ---- 20.0 --------- 0.00 0.00 9.4 ---- -0.01 0.00 10.0 18 17 6.20 B ---- 20.0 ---- ---- -6.6 0.25 9.3 ---- 12.6, 0.82 9.9 150 19 0.874 3.0 ---- 20.0 --------- -0.03` 0.00 9.1 ---- 0.09 0.00 9.1 19 19 4.20 LB --- 20.0 ---- ---- ,13.0 1.34 -9.1 ---- 13.0 1-34 9.1 150 20 0.874 10.0 ---- 20.0 4.67 13.0 0.09 0.00 7.7. 13.0 0.09 0.00 7.8 20 19 4.70` R ---- 20.0 ---- ---- -6.4 0.14 9.1 - - - - -0.4 0.00 9.1 150 21 0.874 1.0 ---- 20.0 ---- --- -0.03 0.00 9.2 ---- 0.00 0.00 9.1 21 21 7.20 B ---- 20.0 ---- ---- 0.0 0.00 9.2 ---- 13.3 1.00 9.1 150 22 3.0 ---- 20.0 4.67 ---- 0.00 0.00 9.2 13.3 0.10 0.00 8.1 22 21 8.50 2R ---- 20.0 ---- ---- -6.4 0.27 '9.2 ---- -13.7 1.09 9.1 150 23 0.874 2.0 ---- 20.0 ---- .----- -0.03 0.00 9.5 ---- -0.10 0.00 10.2 23 23 4.20 LBR ---- 20.0 ---- ---- 0.0 '0.00 9.5 ---- 0.0 0.00 10.2 150 24 0.874 11.0 ---- 20.0 ---- ---- 0.00 0.00 9.5 ---- 0.00 0.00 10.2 24 23 3.70 R ---- 20.0'1--------- -6.4 0.12 9.5 =--- -13.7 0.49 10.2 150 25 0.874 1.0 ---- 20.0 ---- -:=- -0.03 0.00 9.6 ---- -0.10 0.00 10.7 25 25 7.10 B ---- 20.0 ---- ---- 1.8 0.03 9.6 ---- 3.1 0.07 10.7 150 26 0.874 3.0 ----, 20.0 ---- 1 0.00 .0.00 9.6 ---- .0.01 0.00 10.6 26 25 9.70 B ---- 20.0 ---- ---- 78.2. 0.51 9.6 ---- -16.9 1.94 10.7 150 27 0.874 3.0 ----- 10.0----- ---- -0.04 4.33 14.5 ---- -0.15 4.33 16.9 27 27 4.80 R ---- 10.0 ---- ---- -5'.3 0.10 14.5 -.--- -10.7 0.38 16.9 150 28 0.874 1.0 ---- 10.0,-,---.---- =0.02 0.00 14.6 ---- -0.07 0.00 17.3 28 28 10.00 2L ---- 10.0 ---- ---- -5.3 0..43.14_6 ---- =10.7 1.57 17.3 150 10 0.874 14.0 ---- '.10.0 ---- ------0:02. 0.00 15.0 ---- -0.07 0.00 18.9 29 27 30.70 LB3R ---- 10.0 ---- ---- -2.9. 0.09 14.5 ---- -6.2 0.35 16.9 150 16 1.101 15.0 ---- 20.0 =--- ---- 0.00 4.33 10-2 ---- -0.01 4.33 13.0 30 26 10.00 L ---- '20.0 ----`---- 1.-8 0.04 9.6 ---- 3.1 0.12 10.6 150 29 0.874- 7..0 ---- 10.0 ---- ---- 0.00 4.33 13.9 ---- 0.01 4.33 14.8 31 29 11.20 L5R ---- 10.0 ---- ---- 1.8 0.06 13.9 ---- 3.1 0.16 14.8 150 30 0.874 12.0 ---- 10.0 -=-- ---- 0.00. 0.00.13.8 ----' 0.01 0.00 14.7 32 30'10.30 4R ---- 10.0 ---- =--- 0.6 0.00 13.8 ---- 1.0 0.01 14.7 150 31 0.874 4.0 ---- ,10.0 ---- ------ 0.00 0.00 13.8 ---- 0.00 0.00 14.7 33 31 50.90 B9R ---- 10.0 ---- ---- 0.6' 0.02 13.8 ---- 1.0 0.05 14.7 150 32 0.874 12.0 ---- 10.0 ---,- ---= 0.00 .0 .00 13.8 ---- 0.00 0.00.14.6 34 32 2.80 B --- 10.0 ---- ---- 0.0 0.00 13.8 ---- 0.0. 0.00 14.6 150 33 0.874 3.0,---- 10.0---------- 0.00 0.00 13.8 ---- 0.00 0.00 14.6 35 33 4.60 B- ---- 10.0 ---- ---- 0.0 0.00 13.8 ---- - 0.0 0.00 14.6 150 34 0.874 3.0 ---- 10.0 ---- ---- 0.00 0:00 13.8 ---- 0.00 0.00 14.6 BATE: 10/27/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 4 v36 33 15.60 LR ---- 10.0 .---- ---- 0 .-0 - 0. 00"- 13. 8 ---- 0.0 0.00 14.6 -150 35 0.874 8.0---=- y. 10.0----- ---- 0.00 0.00 13.8 ---- 0.00 0.00 14.6 37 32 13.70 B2R ---- 10."0 ---- ---- 0.6 0.01 13.8 ---- 1.0 0.02 14.6 150 36 0.874 5.0 ---- 10.0 ---- ---- 0.00 0.00 13.8 ---- 0.00 0.00.14.6 38 36 26.00 LB2R ---- 10.0 --- 17 ---.- ,.0.0 0.00 13.8 ---- 0.0 0._00 14.6 150 37 0.874 ;12.0 ---- 10.0-------= 0.00 0.00 13.8 ---- 0.00 0.00 14.6 ` 39 36 24.60 7R. ---- 10.'0----..---- - 01.r6, 0.01 13.8 ---- 1.0 0.03 14.6 150 38 0.874 7.0 ---- 10.0 --,-- ---- 0.00 0.00-13.8 ---- 0.00 0.00 14.6 40 38 7.20 B ---- 10:0 --------- 1}8 0.03 13.&,e-=-- 3.1 0.07 14.6 150 39 0.874 3.0 ---- 10.0 ==-- ----- 0.00. 0.00 13.8.----' 0.01 0.00 14.5 41 39 10.00 2L ---- 10.0 ---- ---- 1.8, 0.06 13.8 ---- 3.1 0.16 14.5 150 18 0.874 14.0 ---- 20.0'-;-- ---- 0.00. 4.33 9.4 ---- 0.01 .4.33 10.0 42 38 23.00 8R ---- 10.0 ---,- ---- -1.2 0.04`13.8 ---- -2.1 0.10 14.6 150 30 0.874 8.0 ---- 10.0 ---- ---- 0.00" 0.00 13.8----= 0.00 0.00 14.7 Node Notes Pipe Notes-' Legend: r P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length,, FIXD LOSS ',- 'Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction.Loss per Foot PF - Pressure Loss due'to Friction PE - Pressure Loss,due to Elevation PT - Total Pressure at Node - Fitting--Code Letters: - E=45 Ell, L=90 Ell, B=TeeBch,• R=TeeRun, C=Couplg,;S=SwgChk, G=GatV1v, X= X, The maximum velocity of water flow occurs in pipe 1 , at 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 12.89 ft/s with 2 sprinklers flowing._ _ PIPE FITTINGS TABLE Pipe Table Name: standard.npt n .i 'DATE: 10/27/2011 Z:\5330 Allen Residence\'Fire Sprinkler\Calcs\2-DINING.rdfPage 5 PAGE: B MATERIAL: CPVC HWC: 150 ; Diameter Equivalent Fitting'Lengths in Feet (in) E L B -R C S- G_ -'X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly • X Y Z 0.874 1.00. 7.00 3.00 -. 1.00 1.00 5.00 .2.00 -0.00 0.00 0.00 1.101 1:00 7.00 5.00 1.00 1'.00 -8.00 2.00 0.00 0.00 0.00 PAGE: K. MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet, - (in) E L B R C S G. X Y Z 45 Ell 90 E11_ TeeBch TeeRun Couplg SwgChk GatVly AngVly Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 ' 0.00 14:00 0.00 0.00 1.481 2.00 4.00 8.00 3.00 3.00 9.00 0.00, 181.00 0.00 .0.00 PAGE: L MATERIAL: Copper Tube -L HWC: 150 Diameter Equivalent'Fitting.Lengths in Feet (in) E- L B R C S G X Y Z 45 E11.90 Ell TeeBch TeeRun Couplg SwgChk GatVly Ag1Vly Y Z 1.025 1.00 3.00 7.00 2.00 2.00. 7.00 0._00, 14.00 0.00 0.00 1.505 2.00 4.00 9.00 ' -3.00 3:00. 10.00 -0.00 `18.00 0.00 0.00 .Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program'(License No. 38061304 ) to provide an average imbalance of,0.010,gpm,at each node and a maximum imbalance of 0.09 gpm with one sprinkler' flowing, and 0.010 gpm.at each node and maximum imbalance of 0.15 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems,' Inc. `. 208.South Public -Square -Petersburg, TN 37144 (931) 659-9760 GATE: 10/27/2011 Z:\5330 Allen-Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 6 WATER SUPPLY CURVE 75.0 A C 67.5 .' r P w 60.0 R , E , 52.5 3 S _ OD - 45.0 R . -37.5. E . ('B w ( 30.0 P 22.5 15.0 h 7.5 04 8 12 16 20 24 - 28. _ 32 • 36 - 40 FLOW .( GPM) Static = 74.0 psi; Residual = 20.0'psi @ 1500-gpm (1 sprinkler flowing). ('2 -sprinklers flowing) A = Available Water,Supply, C = Available" -Water Supply 74.0 psi @ 18.0 gpm 74;.0 psi @ 31.3 gpm B Required Water Supply D = Required Water Supply 31.5 psi @ 18.0 gpm 4 6. 8,psi,-@ 31.3 gpm _ fti'`'; - Sprinkler 147u October 31, 2008 MIFREEDOM®:ESIDENTIAL CONCEALPENDENT- I KKJ tMz* SPRINKLERK457 (K4.9) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION'S Viking Freedom® Residential Concealed Pendent Sprinkler.VK457 is a small, high- sensitivity solder link and lever residential sprinkler designed for installation on con- - 'it h sealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design, with a K -Factor of 4.9 (70.6 metric*), allows the sprinkler's efficient use of - available water supplies for the hydraulically designed fire -protection system..Thei ,. fast response operating element and special deflector combine speed of operation" and areas of coverage to meet residential sprinkler standards. r" •>.+�} r^ The sprinkler is pre -assembled with a threaded adapter for installation with a low- profile small -diameter cover assembly installed flush to the ceiling. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push-on","thread-off' design of the concealed cover plate assembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied, while also providing up to %2" (12.7 mm) of vertical adjustment. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinklersystem out of service or removing the sprinkler. 2. LISTINGS AND APPROVALS = rt cULus Listed: Category VKKW `' Refer to the Approval Chart on page 147w and Design, Criteria on page 147x for cULus Listing requirements that must be followed. 3. TECHNICAL DATA . f Specifications: t Viking Technical Data may be found on Available since 2008. The Viking Corporation's Web site at Minimum Operating Pressure: Refer to the Approal Chart. http://www•vikinggroupinc.com. - Maximum Working Pressure: 175 psi (12 bar). -Fa . ctory tested. hydrostatically The Web site may include a more recent to 500 psi (34.5 bar). edition of this Technical Data Page. Thread size: 1/2" (15 mm) NPT Nominal K -Factor: 4.9 U.S. (70.6 metric`) - ' 'Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K factor shown by 10.0. Overall Length (Sprinkler Body): 2-3/16" (56 mm) Material Standards: Sprinkler Body: Brass UNS-C84400 Deflector: Copper UNS-C51000 - Deflector Pins: Stainless Steel UNS-S30200 Button: Brass UNS-C36000 Seat Assembly: Brass UNS7C31600 Compression Screw: Brass UNS-C36000 -� Fusible Element Assembly: Beryllium Nickel, coated with black•acrylic paint Levers: Stainless Steel UNS-S31600 Lever Bar: Copper Alloy UNS-C72500 - Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape, Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Shipping Cap: Polyethylene Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 - Spring: Beryllium Nickel CITY OF LA QUINTA BUILDING & SAFETY DEPT. - -APPROVED FO C NSTRU TION, DATEIl l� BY $ Solder. Eutectic Form No. F_072607 Replaces page 147u -z, issued September 5, 2008. (Added square cover 15394.) October 31, 2008 Sprinkler 147v FREEDOM® RESIDENTIAL TECHNICAL DATA CONCEALED PENDENT SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial. Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Viking Freedom® Residential Concealed Pendent Sprinkler VK457 and Cover Plate Assembly must be ordered separately: Sprinkler: Part No. 14694AC (includes a 165 °F (74 °C) rated sprinkler with a protective plastic cap covering the unit). Cover Plate Assembly: Base Part No. 13750 (2-3/4" diameter), Base Part No. 14934 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by first adding the appropriate suffix for the finish and then the appropriate suffix for the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Painted White = M-/SW1004, Painted Ivory = M-/SW1634, Painted Black = M4SW1007 Temperature Suffix (°F/°C): 135°/57° = A For example, cover 13750 with a Polished Chrome finish and a 135 °F/57 °C temperature rating = 13750FA. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches'": A. Heavy Duty Part No. 13623W/B (available since 2006), or B. Head Cabinet Wrench Part No. 13619•" (available since 2006) C. Optional Concealed Cover Plate Installer Tool Part No. 14412 (available since 2007) D. Optional Large Concealed Cover Plate Installer Tool Part No. 14867 (available since 2007) "Requires a '/2' ratchet (not available from Viking). '—Also optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A, Capacity: five (5) sprinklers (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the fusible element to disengage releasing the sealing assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY network of domestic and international distributors. See The Viking Corporation Viking Sprinkler Model VK457 is available through a web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. 1PpVI��vN -, 21'lZ:,_Fm'SAN,P.. .. ....______. _ Ordinary 165 F (74 °C) 100 F (38 °C) 135 °F (57 °C) 13750 14934 15394 Cover Plate Finishes: Polished Chrome, Painted White, Painted Ivory; or Painted Black. , Footnotes ' The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. .. - Sprinkler 147w October 31, 2008 s ' - FREEDOM® RESIDENTIAL TECHNICAL DATA CONCEALED PENDENT " Kj SPRINKLER VK457. (K4.9)_ The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464' Fax: 269-945.4495 Email: -techsvcs@vikingci)rp.com s • Overall Length NPT Thread Size Nominal K -Factor Maximum Water (Sprinkler Body) Sprinkler Base SIN Working Pressure Part Number' EInches mm U.S. � metrics Inches mm , 14694A VK457 1/2 15 4.9 70.6 175 psi (12 bar) 2-3/16 56 Listings and Approvals' (Refer also to Design Criteria on page 147x.) Maximum Areas of Coverages . Minimum Water Supply Requirements cULus° NYC . NSF' Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2/12 (9.5°). 12ft. x12ft.•(3.7mx3.7m) 13 gpm@ 7.0 psi (49.2 Umin @ 0.48 bar) AXI AXI 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm@ 7.0 psi (49.2 Umin @ 0.48 bar)' - AX1 AX1 16 ft. x 16 ft. (4.9 m x 4.9 m) 13gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AXI ' AXI 18ft. x18ft. (5.5mx5.5m) 17 gpm @ 12.0 psi (64.4 Umin @ 0.83 bar), AX1 - AX1 20 gpm @ 16.7 psi (75.7 Umin @ I E, bar) AX1 4X1 20ft.x20ft.(6.1mx6.1m) • Installed below ceilings with slopes' up to and including a 8/12 (33.7°) pitch. Refer to Figure Son page 147z. UL NYC NSF' . 26 gpm @ 28.2 psi (106.6 Umin @ 1.94 bar) AX1 - AX1 •16ft.x16ft. (4.9mx4.9m), 18ft.x18ft.(5.5mx5.5m) 319Pm @ 40.0 Psi ( - 117.3 Umin @ 2.76 bar) AX1 - AX1 _ 31 m 40.0 psi (117.3 Umin @ 2.76 bar) AX1 -" ` 'X1 20 ft. x 20 ft. (6.1 m x 6.1 m) gP @ _ Cover Temperature Rating Cover Plate Finishes Sprinkler Temperature Rating ' X - 135 -F (57 °C) cover 137501, 14934' (large diameter), 1 _polished Chrome, Painted White, Painted Ivory, A - 165 °F (74 °C) or 15394' (square cover plate) , and Painted Black' Footnotes " ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. z Metric K -factor measurement shown is when pressure -is measured in Bar. When to is measured in kPa, divide the metric -factor shown by 10.0. ' This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 4 Listed by Underwriter's Laboratories for use in the U.S. and Canada.- F " s sted. Flows and pressures listed For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area Ii are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement" used.. 'L ' Areas under sloit ped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less _ than the listed area of coverage_ ' Tested and Certified by NSF (National Sanitation Foundation) to'NSF/ANSI Standard 61, Drinking Water System Components. e Other paint colors are available on request with the same listings as the standard finish colors. Listings and approvals apply for any paint manufacturer. Contact Viking for -additional information. Custom colors are indicated on a label inside the cover assembly. Refer to Figure 3. `- October 31, 2008 Sprinkler 147x FREEDOM® RESIDENTIAL CONCEALED PENDENT Nr*j SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com c a us Ustinci Reguirements: When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 147w. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: ` • 'Approval Chart on data page 147w for NFPA 13D and NFPA 13R applications for each listed area of coverage, The flow rates given in the RE • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area' in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). _ NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages RES1-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, al and acceptance of all residential -sprinkler installations must be obtained whenever applicable. Final approv from the Authorities Having Jurisdiction.. ' r r e ti T 2-1/4' .(57.2 mm) - diameter'"opening ` • Is requlredIn Sprinkler; and .the ,celling. Adapter Assembly - (Protective Cap ' is removed for -- installation--useNMI , Wrench 13619)K)K) ' • '"RM Sprinkler Wrench - (Part No. 13623W/B)K)K' is shown) . Step 1; Carefully slide the' wrench sideways around the deflector and .pins - *A 1/2' ratchet is required „ 2 Step '2; Carefully press -the wrench ' (not- available from Viking), ' upward,and turn slightly to ensure engagement with sprinkler wrench, flats. Figure 1: Sprinkler Installation and Correct Use of Wrenches J } October 31, 2008 _ Sprinkler 147y _ The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Note Upon sprinkler activation,, the deflector ,descends to approximately 13/16' (20.6 mm) below the sprinkler body. I Y.. Figure 2: Sprinkler Dimensions and Cover Installation CUST Ce o o . J f ' d "NIK' � �O l Identification of Custom Paint Color: All custom color painted cover plates will' have an identifying label affixed to the 'inside of the- cover that indicates custom color and NM have a. representative sample' (a paint dot) of the paint on the label, Figure -3: Identification of Custom Paint Color for Concealed Covers 2-3/4' (70 mm) or 3-5/16' (84.1 mm) DO NOT PAINT f. K` -3-5/16' . (84.1 mm) Figure 4: Square CoverAssembly 15394 t October 31, 2008 Sprinkler 147; ' FREEDOM® RESIDENTIAL . CONCEALED PENDENT SPRINKLER VK457 (K4.9) ,4 The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945.4495Email: techsvcs@vikingcorp.com Maximi ceilinc slope = £ (33.74'; F { Refer to the Appre Chart for listed areas of coverag 1 below. ' Notes: 1. Listed areas of coverage cor- respond to areas measured along ceiling slope. (For sloped ceiling installations, actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area.) 2. Actual installations may require - multiple sprinklers. A single sprinkler installation has been shown for clarity. 3. For "cathedral" ceiling appli- cations, install sprinklers in a symmetrical mirror-image of ' - Figure 5. Figure.5: Installation Instructions - Sloped Ceilings Rellmabi0 e� Bulletin 135 Rev.G Model F1 Residential Sprinklers for Design Density of .05 gp Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpmJW Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11.F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSW Recessed HSW/F2 21. F1 Res 44 SWC 22. F1 Res 40 HSW 23. F1 Res 40 Recessed HSW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 & 58 Pendent Sprinklers F1 Res 30,49,58&76 Recessed Pendent / F1 F1 Res 30, 49,58 & 76 Recessed Pendent/ FP F1 Res 30, 49, 58 & 76 F1 Res 44 & 58 CCP Pendent Recessed HSW/F2 F1 Res 44 SWC F1 Res 40Recessed wCIAW Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) ar fast response sprinklers combining excellent durability high sensitivity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs 5,6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit th efficient use of residential water supplies for sprinkle coverage in residential fire protection design. The Reliable Automatic Sprinkler Co., Inc., W c m W The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive glass -bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame : Brass Casting • Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: '/z" NPT (R'/z) • K -Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - F1 Res 76 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler 4.0 (Actual) - F1 Res 40 HSW Sprinkler e • Density: Minimum 0.05 gpm/ft2 Application Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest e published standards of The National Fire Protection r Association or the approving authority having jurisdiction. 103 Fairview Park Drive, Elmsford, New York 10523 r Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & • Model F1 Res 30, 49, 58 & 76 Pendent 1J5FC03 SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 and 40 HSW with a ceiling to deflector distance of 4" -12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. • Model F1 Res 30 Recessed Pendent/172 • Model F1 Res 49, 58 & 76 Rat-PQcPd Pendent / F1 F Fig. 1 Fig. 2 Escutcheon*, F1 or F2, Data: Face of fitting to Adjustment "A" ceiling Type Inch (mm) Inch (mm) Inch mm a (19.0) Min.= %" (19.1) �6 '%s (4.7 - 24.0) F1 /< Max.=1' " 38.1 F2 )/,(12.7) Min. ='%11 (23.8) % - "s (4.7 - 17.4) Max.=1 38.1 * Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent 2 7 114- Mx[ 61. _ (57.7m•, 1 151,6- DW - _ * _ 1 • x 117- x[D1K:FA no. [awu+ uvm 'KM67 gR.RLR Na ORE � BOn -. r i FACE Or rnmlc m CMAG O•drNSIO/ P� AaASTh -7 ' 7171x -M 1JSFC0? (7za,.,�l . Fig. 1 Fig. 2 Escutcheon*, F1 or F2, Data: Face of fitting to Adjustment "A" ceiling Type Inch (mm) Inch (mm) Inch mm a (19.0) Min.= %" (19.1) �6 '%s (4.7 - 24.0) F1 /< Max.=1' " 38.1 F2 )/,(12.7) Min. ='%11 (23.8) % - "s (4.7 - 17.4) Max.=1 38.1 * Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent 2 yy1 _ Technical Data: F1 Res 30 Pendent and Recessed Pendent F - Nominal Sprinkler Max. Actual Sprinkler + Thread Orifice Temp. Pressure Ambient Length Sine Inch nq psi Tem . Factor Inch (mm) OF °C (bar) OF °C (mm) "RNPT 2y (8.2) 1155 75 .79 175 (12) 100 38 3.0 2.25 (57) Deflector - to - ceiling Mai rnum 1" (25mm) to 4" (100mm) Max. Sprinlder Sprinkler Spacing, Flow Pressure Identification ft m gpm (Lpm) psi (bar) Number SIN y 12 x 12 3.6x3.6 8(30.3) 7.0 0.48 83511 - 14 x 14 4.3x4.3 10 37.8 11 0.76 ' Technical Data: F1 Res 49 Pendent and Recessed Pendent Max. Sprinkler Nominal Sprinkler Max Actual Thread Orifice Temp. Pressure K Length Ratin i Tem . Inch Sine (mm) °F °C (bar) °F °C Factor (mm) R155 100 38 4.9 2.25 (57) Y211NPT X16• (11) 175 7g_. 175 (12) 150 66 I Deflector - to -ceiling *Deflector - to ceiling MaArnum 1" (25mm) to 4" (100mm) Ma>amum 4!'(1 00mm) to 8" (203mm) Sprinkler Max. Sprinkler Sprinkler Max. Sprinkler::T_ ssure ' p • • Flow Pressure Identification Spacing i (bar)Identification Spacing gpm (Lpm) psi (bar)Number SINNumber SIN ft m12 x 12 3.6x3.6 13 49 .0 0.48 12 x 12 3.6x3.6 15 57 9.4 0.65 14 x 14 4.3x4.3 13 49 7.0 0.48 14 x 14(4.&4.3)_16 60.5 10.6 0.73 16 x 16 4.9x4.9 13 49 7.0 0.48 R3516 16 x 16(4.9x4.9)-17 64.3 12.0 0.83 83516 18 x 18 5.5x5.5 17 64.3 12.0 0.83 18 x 18 5.5x5.5 19 72 15.0 1.0 20 x 20 (6.14-1) 20 75.7 16.7(l.14) 20 x 20 6.1 x6.1 22 83.2 20.2 1.4 *Note: The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1. Maximum beam depth = 7" (178mm) L 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center. • __ Technical Data._ F1 Res 58:Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice Temp. Pressure Ambient, K Length Size Inch Raan psi Temp. Factor Inch (mm) °F °C (fir) of �-3 (mm) Yz'-NPT • (13) 175 68 175 (12) 105.8 2.25(57) 15 - Ceiling -to- Sprinkler Max. Sprinkler Flow Pressure Deflector Identification Spacing! gpm (Lpm) psi (bar) Inch m mNumber SIN 12 x 12 3.6x3.6 16 61 7.6 0.53 14 x 14 4.3x4.3 16 61 7.6 0.53 1.4 R3513 L116 x 16 4.9x4.9 16 61 7.6 0.53 (25-100) 8 x 18 5.5x5.5 19 72 10.8 0.75 = Technical Data: F1 Res 76 Pendent and Recessed Pendent 1 Max. SprinklerSprinlder Spacing ft m + Nominal SP*►l(Iff MmL MmL 21 Spirilder Thread Orifice Terre. Pressure Arr bierd T K Factor Lerig h Ind,Sme ' nch 1 . (mmm)r psi (ba) CUP (mm) °F °C °F °C %" NPT R3 1%z' { 13.5 , 155 175 68 79 175 (12) 100 150 38 66 7.6 2.25 (57) Max. SprinklerSprinlder Spacing ft m + Flow gPm (Lem) Pressure psi (bar) Identification Number SIN 12 x 12 16x3.6 21 7.6 0.53 R7618 14 x 14 4.3x4.3 21 7.6 0.53 16 x 16(4.9A-9)-21 7.6 0.53 18 x 18 5.5x5.5 21 7.6 0.53 20 x 20 6.1x6.1 23 9.2 0.63 I • Model F1 Res 30, 49, 58 & 76 2 5/8" [56.7mm] DIA - 2 5/16" DIA. HOLE IN CEILING [58.7mm] j CUP I"xt/2" REDUCER I CUP I r CEILING 1 1/4" [31.5mm] MAX. FACE OF FITTING 1 jj I TO FACE OF CEILING DIMENSION q" B" COVER ADJUSTMENT I HEIGHT I 3 '5/16" DIA. 135FG04D I (84.1mm] F1 I RES •30 49 58 & 76 'CCP PEND. f j Fig.3 NOTE: I he F I Res 76 will use a 1" x3/4" reducer. • Model F1 Res 30, 49, 58 & 76 Recessed Pendent / FP push-on/thre escutcheon 4. Fig. 4 2 5/6' DSA [66.7—) NOLE DJ CEILLW 2 5/16' DK [58.7-1 ' CUP rr� x 1/2" REDUCER I I L J CE UNG MM 03S 1 1/2- [38.1—] MAX. FACE OF RMHO TO FACE of Cfn(NC 1/2. 113MMI FP AWUSTMENT I 4. Fig. 4 Tpr-hnical Data: F1 Res 30 CCP Pendent and Recessed Pendent / FP Max. Sprinkler Sprinkler Spac(mling Flow Pressure Identification S P 9 gpm (Lpm) psi (bar) Number (SI R3511 14 x 14 4.3x4.3 13.4 0.92 Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent / FP ccP Ma>< CCP, Options Data: Nominal SIA lder Amyni ly Max. Arribiert K Lergth °'A^ '°B Thread Orifice Temp. Temp PreswireFactor Mich Cover Ad ustment CCP Height Sim Inch Palingpsio* Terrp. (mm) Inch mm Inch mm (mm) IF 1/0271 s 24 '/i 2.25 a 4.7 s 19 NPT '/s° (11) 155 68 135 57 175 (12) 100 38 4.9 (57) IDU 1 1 Max. Sprinkler Spacing Flow Pressure S P g gpm (Lpm) psi (bar) Nominal Sprtt)der CCP R3513 Ambient K Sprinlder Thread Orifice AssernW Temp. Temp Max. pressure Arre t Temp K Factor Length Inch . Size Inch Ratrig P� (mm) . (mm) ° ° Y,"(13) (mm) ° 100138 NPT 2/u' (8.2) 155 68 135 57 175 (12) 100 38 3.0 (57) Max. Sprinkler Sprinkler Spac(mling Flow Pressure Identification S P 9 gpm (Lpm) psi (bar) Number (SI R3511 14 x 14 4.3x4.3 13.4 0.92 Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent / FP ccP Ma>< CCP, Options Data: Nominal SIA lder Amyni ly Max. Arribiert K Lergth °'A^ '°B Thread Orifice Temp. Temp PreswireFactor Mich Cover Ad ustment CCP Height Sim Inch Palingpsio* Terrp. (mm) Inch mm Inch mm (mm) IF 1/0271 s 24 '/i 2.25 a 4.7 s 19 NPT '/s° (11) 155 68 135 57 175 (12) 100 38 4.9 (57) IDU 1 1 Max. Sprinkler Spacing Flow Pressure S P g gpm (Lpm) psi (bar) Sprinkler Identification Number (SIbQ R3516 SpWder;13557 R3513 Ambient K FIF Data ..A.. A° FP Position Inch mm Max. Recessed ' 11 Min. Recessed 15 24 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have 1 positive pressure in the space above. Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP Max. Sprinkler acin Flow Pressure P g gpm (Lpm) psi (bar) Nominal SpWder;13557 R3513 Ambient K Lglh Thread Sbe Orifice Inch Temp.Pressure FWVPsi Temp. Factor hch . (mm) ° (bar) (mm) . ° '/2" NPT Y,"(13) 155168175 (12) 100138 5.8 2.25 (57) Max. Sprinkler acin Flow Pressure P g gpm (Lpm) psi (bar) Sprinkler iidentificationS R3513 4 Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent1FP CCP Nominal SprinklerMax Max Sprinkler ThreaSwed O RatixJ Temp. P TSP Factor Size (mm) ° ° (bar) ° 3/_e NPT �%2° 155 68 135 57 175 (12) 100 38 7.6 2.25 (57) to,21n, 1 (1'4C;1 175 79 Max. SprinklerPressure Spacing Flow P g gpm (Lpm) psi (bar) Sprinkler Identification R7618 Technical Data: F1 Res 44 HSW & HSW/F2 • Model F1 Res 44 & 58 Recessed HSW/F2 F2 escutcheon, y" 13mm adjustment Cn�t�haA�'1 �i 17ata' Type Nominal orifice Sprinkler Terrrp. Mac. Pressure MWL Ambient K Sprinkler Length Sire' 3 -" 4.7 - 17.4 175 79 12 45.4 T Factor • Inch (mm) 155 68 175 79 14 53.0 10.2 0.71 16 x 16 4.9x4.9 155 68 175 79 16 60.6 13.3 0.92 cC 155 68 175 79 18 68.1 16.8(l.16) 155 68 175 79 19 72.0 18.7(l.29) (mM)Indi OF °C @ar) of 155 68 155 66 175 79 175 79 14 53.0 16 60.6 '/2" NPT y- (10) 8 155 175 68 79 175 (12psi) 100 150 38 66 4.4 2.45 (62) R''/z • Model F1 Res 44 & 58 Recessed HSW/F2 F2 escutcheon, y" 13mm adjustment Cn�t�haA�'1 �i 17ata' Type Adjustment Face of Fitting to wall Flow gpm (fpm) Inch (mm) Inch mm F2 , 13 3 -" 4.7 - 17.4 Max. Sprinkler spacing ft ing «A„ Ceiling -to- Deflector Inch mm SpdnlderTemp. Rating o f CC) Flow gpm (fpm) Pere i bar ( ) Snti lder cati Identification Number (SIN) 12 x 12 3.6x3.6 4-6 (101-152) 155 68 175 79 12 45.4 7.5 0.52 R3531 14 x 14 4.3x4.3 155 68 175 79 14 53.0 10.2 0.71 16 x 16 4.9x4.9 155 68 175 79 16 60.6 13.3 0.92 16 x 18 4.9x5.5 155 68 175 79 18 68.1 16.8(l.16) 155 68 175 79 19 72.0 18.7(l.29) 18 x 18 5.5x5.5 16 x 20 4.9x6.1 155 68 175 79 23 87.1 27.4(l.89) 12 x 12 3.6x3.6 6-12 (152-305) 155 68 155 66 175 79 175 79 14 53.0 16 60.6 10.2 0.71 13.3 0.92 14 x 14 4.3x4.3 16 x 16 4.9x4.9 155 68 175 79 17 64.4 15.0 1.04 16 x 18 4.9x5.5 155.68 175 79 20 75.7 20.7 1.43 155 68 175 79 23 87.1 27.4(l.89) 16 x 20 4.9x6.1 Technical Data: F1 Res 58 HSW & HSW/F2 Escutcheon F2, Data: T YPe Nominal Spinwer Flow gP (I -Pm) Max' Inch mm �� MveW Orifice 16 60.6 PrMe Ambient K Length Sia' 'Inch (mm) 16 x 18 4.9x5.5 Psi (bar) T Factor Inch (mm) OF qC OF °C .. 'z" NPT 11-(13) iz 155 68 79 .175 (i 2) 100 150 38 66 . 5.8' 2.45 (62) R'/z 175 T YPe Adjustrnent Face of Fitting to wall Flow gP (I -Pm) Inch (mm) Inch mm F2 ' 13 s " 4.7-17.4 i Max Spnnlder Spacing ft (m) ,A„ Ceiling -to- Deflector Inch mm Sprinlder Temp. Rating OF (OC) Flow gP (I -Pm) Pressure psi (bar) Sprinider identification Number (SIN) 12 x 12 3.6x3:6 4 - 6 ) (101-152 155 68 175 79 16 60.6 7.6 0.53 M533 14 x 14 4.3x4.3 155 68 175 79 18 68.2 9.7 0.67 16 x 16 4.9x4.9 155 68 175 79 21. 79.5 13.2 0.91 16 x 18 4.9x5.5 155 68 175 79 25 94.7 18.6(l.28) 16 x 20 4.9x6.1 155 68 175 79 29 109.8 25 1.73 12x 12 3.6x3.6 6-12 (152-305) 155 68 175 79 22 83.3 14.4 1.0 14 x 14 4.3x4.3 155 68 175 79 22 83.3 14.4 1.0 16 x 16 4.9x4.9 155 68 175 79 26 98.4 20.1 1.39 16 x 18 4.9x5.5 155 68 175 79 31 117.4 286(l.97) 7. TURN COLLAR UNRL �.w - r RLHT AGUNSr SPRINXLER / ?I/J2' WRENCH BOSS. [12.O7mm] ' 1JelfDl 1/2' [12JOmm] Adjustment A F1 RES 44 SWC «A" �Defl�r Inch mm Flow gpm ��) (Lpm) - Technical Data: F1 -I' to 12' ' R3531 14 x 14 4.3x4 3 14 53.0 10.2 0.71 (1 O1.8Omm6omm ro Max Pressue Naos Ambi�rtTerrtp. K J0r.] 1 1/I' (J1.751-] Ne+imum 12 x 12 3.6x3 r hbminal 14 52.9 10.2 0.71 Thread Fa- Or Fitting 16 x 16 4.9x49 PUSH ON LOVER, MEN psi ro Wall Dimension Fedor TURN TO AOJUSr UNTIL - - TILHr AG11NSr WALL I' X 1/2' RYrducer 1 9C . °F -� (mm) Recommended 1/21, NPT �• (10) Won Hol. 2 5116- 2 5/N' [5g71mm] -f--- 68 135 --{- J 5/16' . [66.68mm] da. 38 4.4 [BI.IImm] Dia 1j �r Dia. TURN COLLAR UNRL �.w - r RLHT AGUNSr SPRINXLER / ?I/J2' WRENCH BOSS. [12.O7mm] ' 1JelfDl 1/2' [12JOmm] Adjustment A F1 RES 44 SWC Max Spacing er ft (m) «A" �Defl�r Inch mm Flow gpm ��) (Lpm) Fig. 5 Technical Data: F1 Res 44 SWC 13 49.2 8.7 0.60 ' R3531 14 x 14 4.3x4 3 14 53.0 10.2 0.71 CouerTemp. Temp. Max Pressue Naos Ambi�rtTerrtp. K Length 23 87.1 27:4 1.89 12 x 12 3.6x3 r hbminal 14 52.9 10.2 0.71 Thread Ddoe 16 x 16 4.9x49 Rating �i1 psi 20 75.6 20.7 1.43 Fedor Itch She Inch (mm) °F °F 9C (fir) °F (mm) 1/21, NPT �• (10) 155 68 135 57 7175(12) 100 38 4.4 2.45 (62) Max Spacing er ft (m) «A" �Defl�r Inch mm Flow gpm ��) (Lpm) Sprinkler Identification Number (SIN) 12 x 12 3.6x3 6 4-6 (101-15 2) 13 49.2 8.7 0.60 ' R3531 14 x 14 4.3x4 3 14 53.0 10.2 0.71 16x16 4.9x49 17 64.3 15.0 1.1 16 x 18 4.9x5 5 19 71.8 18.7 (1.13). 16 x 20 4.9x6 1 23 87.1 27:4 1.89 12 x 12 3.6x3 r 6-12 (152-305) 14 52.9 10.2 0.71 14 x 14 (4.3x43L 15 56.7 11.7 0.81 16 x 16 4.9x49 18 68.1 16.8 1.16 16 x 18 4.9x5~5 20 75.6 20.7 1.43 F1 Res 40 t • Model F1 Res 40 Recessed HSW/F2 F2 escutcheon, }27/ (1 adjustmentt FACE OF FITTING TO WALL DIMENSION 1 I/4" MIN. (J Lamm) 2 1/4" HOLE DIA. IAB' A" CEILING TO [57.1mm] (3.2mm] DEFLECTOR DIMENSION I' x 1/1' REDUCER 1 15/16" DIA. _ 1 (49.2mmJ --� 2 27/32' DI& 1 [72.2mm] 1._ -tel.- ti�SSvv TURN COLWR �UNTIL �1 71GHT AGAINST SPRINKLER WRENCH S. -r{ 1/2" [13mm) 1351G46-[ ADJUSTMENT F1 RES 58 44 & 40 HSW/F2 Pi 7 I Fig. 6 . g' Technical Data: F1 Res 40 HSW &. HSW/F2 Escutcheon, F2 Data: Face of Fitting Nominal �� M� Ar'�"� K Spri9der length Adjustment Type Inch (mm) to wall Thread Orifice T� Pressure Fodor Inch Inch mm S� Inch (mm) OF °C 139 (ba') a15066 (mm) F2 13 3 �� 4.7 - 17.4 '/2' NPT y• (10) 155 68 175 (12)4.0 2.45 (62) Rye 'a 175 79 Al Ceiling SprinlderTemp. Flow pressure Sprinider Identification Max. Sprinlder Spacing Pt Rating F (C) gpm r bar) (Lpm) ( Number (SIN) (m)9 Inch mm . 12 x 12 3.6x3.6 155 68 175 79 13 49.0 10.6 0.73 14 x 14 4.3x4.3 155 68 175 79 16 60.5 16.0 1.10 16 x 16(4.9x4.9)_155 68 17 64.3 18.1 1.24 16 x 16 4.9x4.9 r4 - 6 (101-152) 175 79 18(68-1) 20.2(l.39) 16 x 18 4.9x5.5 155 68 175 79 20 75.7 25.0 1.72 R3538 18 x 18 15.5x5.5)155 68 175 79 22 83.3 30.2 2.08 16 x 20 4.9x6.1 155 68 175 79 23 87.0 331(2.2 12 x 12 3.6x3.6 155 68 175(79).13 49.0 10.6 0.73 14 x 14 4.3x4.3 6 - 12 (152-305) 155 68 175 79 17 64.3 18.1 1.24 16 x 16 4.9x4.9 155 68 175 79 20 75.7 25.0 1.72 9. Finishes(') Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyestr.r White Painted Coated S ecial Application Finishes Sprinkler P F1, F2, Escutcheons Cover Plates Bright Brass Black Plated Bright Brass Black Plated Bright Brass Black Plated Black Paint Black Paint Black Paint Off White Satin Chrome Off White I Satin Chrome Off White Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvalE and warranties. Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76, F1 Res 44 and F1 Res 40 Sprinklers should be inspected quarterly, and the sprinlder system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and watemr, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory appiiec) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage tb sprinklers that could cause improper operation or non -operation. Model F1 Ries 30,49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (2.58-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ftz over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets ar? to be used. Residential sprinklers shall be installed in --onformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector -to -ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a'/2" NPT thread. Water seal assembly shad consist of a Teflon -coated Belleville spring washer with tcp-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shad have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shaf be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R351E & R3513 (Bulletin 135). Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30,49 & 58 Recessed Pendent/F2, Model F1 Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engine red to provide a minimum design density of 0.05 gp over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector -to -ceiling distance listing shall be 1" -to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a'/z" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with. 1/2" adjustment (Model F2)] [with 3/a" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 3.0, 49 & 58 Recessed Pendent/F1 ] [Model F1 Res 30, 49 & 58 Recessed Recessed Pendent/FP] ] /FP] SIN[Model F 35111,R3516 & R3513 (Bulletin 135). 10. Model F1 Res 30, 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered 2 to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a '/2' cover plate adjustment. Cover plate temperature rating shall be 135°F (5711C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 RES 40 and F1 Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model F1 Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal: assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K -factor of 4.0 (57.1).,1 Standard finish: [Bronze]_ [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 40, SIN R3538 (Bulletin 135). 11. Model F1 Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with 1/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 40/F2, SIN R3538 (Bulletin 135). Model F1 Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K -factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]: Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, SIN R3531 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with'/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish - specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineero to provide a minimum design density of 0.05 gpm/tr over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K -factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineer d to provide a minimum design density of 0.05 gpm/ff over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K -factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish - specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 112" adjustment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a3/4" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 1/2' cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color - specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent standards of the National Fre Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by — The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Recycled (800) 648-6051 Sales Fax Paper lieliablee (914) 829-2042 - Corporate Offices Revision lines indicate updated or new data. v✓ww.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235 December 20,+2010 VIKING Sprinkler 41 a MICROFAST® AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS I The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1 1. DESCRIPTION Viking Micro and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass -bulb spray sprinklers available in several different finishes and temperature ratings and K -Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) - 3 2. LISTINGi S AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2001, 2002, 2015, and 2017 NYC Approved: Calendar Number 219 -76 -SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificates G4040095, G40400971 G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -CPD -2001, 0832 -CPD -2003, 0786 -CPD -40130, and 0786 -CPD -40170 MED Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41d for cULus Listing requirements and refer to Approval Chart2 and Design Criteria on page 41f for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: _ Available since 1987 Minimum Operating Pressure: 7 psi (0.5 bar)' Viking Technical Data may be found on Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for The Viking Corporation's Web site at use with water working pressures ranging from the minimum 7 psi http://www.vikinggroupinc.com. (0.5 bai) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread siie: Refer to the Approval Charts Nominal K -Factor: Refer to the Approval Charts Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts *CuLus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar): The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). -- Material Standards:--- Frame tandards:-- Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06662B and 12282. Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 06662B, 06666B, and 06765B. Copper UNS- C19500 for Sprinkler 12282. Phosphor Bronze UNS-C51000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 067206. Brass UNS-C26000 for all other Sprinklers. -Bushing (for Sprinklers 06718B, 067208, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 i ' 2010 Form No F_061296 Replaces page 41 a -f, dated November 16, (Added FM Approval for sprinkler 06765B.) December 20, 2010 Sprinkler 41b f > MICROFAST" AND MicrofastHP® QUICK N4 I Kj ` RESPONSE PENDENT SPRINKLERS IThe Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon" -Coated Sprinklers: Belleville Spring -Exposed, Screw -Nickel Plated, Pip Cap -Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring -Exposed Ordering -information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W,Black Polyester = M -/B, and Black Teflon® = N Temperature Suffix (*F/°C): 135°/57° =A, 155*/68° = B, 175*179° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK302 with a 1/2 thread, Brass finish and a 155 *F/68 *C temperature rating = Part No. 06662BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories".section_of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for Coated and/or Recessed Sprinklers: Part No. 12144W/B' (available since 2003) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W1B. *A'W ratchet is required (not available from Viking). "Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the -tool Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION .. ;. During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern sealing spring assembly. Water flowing through the to extinguish or control the fire: y 6: INSPECTIONS, TESTS AND MAINTENANCE ^}c Refer to NFPA 25 for Inspection, Testing and Maintenance requireme 7. AVAILABILITY The Viking Microfas? and MicrofastHP® Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE ~ For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flats _ Protective Sprinkler Cap f 'r 10896 m Figure 1: Standard Sprinkler Wrench 10896W/B + Sprinkler 41 c December 20, 2010 F MICROFAST® AND MicrofastHP® QUICK ' RESPONSE PENDENT SPRINKLERS ' The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com -Ordinary 135 °F (57 T) ) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) - 100 °F (38 °C) Red Intermediate 175 °F (79 °C)' 150 °F (65 °C) Yellow Intermediate - 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White PolYester, Black Polyester, and Black Teflon® Corrosion -Resistant Coatings': White Polyester, Black Polyester, and Black Teflon® t Footnotes ' The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA=13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. , • Sprinkler Wrench 1 i - f� 12144W/B)K* for Y ~— ' Installing coated and/or. recessed , pendent sprinklers N • _ carefully slide the with protective caps; ;_ __`_________; -'- '~ wrench sideways around, the protective f - 1 -cap, ensuring engage- { `'--"- `. vent with the ,sprinkler 1} wrench flats. NiKA 1/2' ratchet is required _ (not available from Viking). Figure 2: Wrench 12144W/B for.Coated and/or Recessed Pendent Sprinklers t ' - December 20, 2010 Sprinkler' 41d T MICROFAST® AND MicrofastHP® QUICK ' RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com i Maximum 250 PSi t-1/ Dart rrrwr Small Orifices 1229010 VK342 1/2" 15 mm 1 2.8' 40.3 2-3116" 56 AIX, B1Y AIX — — — Approved Temperature Ratings °: __.•Approved Escutcheons A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79'C), 200 °F (93 °C); A and 286F (141 °C) PProved Finishes X - Standard surface -mounted escutcheon or B - 135 °F (57 °C); 155 °F (68 °C), 175 °F (79 *C),' and 200 °F 1.. Brass, Chrome-Enloy®, White F the Viking Microfast® Model F-1 Adjustable (93 °C) 1 Polyesters.', Black Polyester.', Escutcheon C - 155 °F (68 °C); 175 °F (79 °C); 200 °F (93 °C), and 286 'F — and Black Teflon®' Y - Standard surface -mounted escutcheon or (141 °C) t2 `Brass and Chrome-Enloy®i the Viking Microfast® Model F-1 Adjustable D - 135 °F (57 °C); 155 °F (68 °C), 175 °F (79 "C), and 286 °F 3 Brass, Chrome-Enloy®, White Escutcheon or recessed with the Viking (141 F ( `' 7 Micromati&. Model E-1 or E-2 Recessed E - 155 °F (68 °C)�, 175 °F (79 °C), and 200 °F (93 °C) Polyester', and Black Polyester Escutcheon d 286 °F (141 °C) F - 155 °F (68 C): 175 F (79 C), an G - 155 °F (68 °C) Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule: I Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. , ° Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. ° 9 Number 219 -76 -SA. Accepted for use, City of New York Board of Standards and Appeals, Calendar 9 cULus Listed as corrosion resistant. ' Other colors are available on request with the same Listings and Approvals as the standard colors.. I Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 9 The sprinkler orifice is bushed.- - - 10t epted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. " C Certified, Standard EN 12259-1, EC -certificate of conformity 0832 -CPD -2001 and 0832 -CPD -2003. 72 CE Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40130 and 0786 -CPD -40170. 11 MED Certified, Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008. Nominal Nominal Overall Listings and Approvals' Sprinkler I Size( Thread SizeRefer Length to Design Criteria on page 41e.) Length Referalso to Design Criteria on page 41e.) Base SIN Inches 'mm - cU�US4.NYC10 VdS LP12282 K -Factor 2-1/4" S8. NYC9 VdS LPCB C E No.' + NPT BSP U.S.' metric' Inches mm cULus' ._ I Standard Orifice- " • 5.6 80.6~ 2-114" 58 A1X, B1Y A1X, 61Y A3 A3X, B3Y C3X, E3Y" C3X, E3Y" 066626 VK3D2 1/2" 15 mm Large Orifice 066666 } VK352 3/4" 20 mm 8.0 115.2 2 3/8" 60 A1X, B1Y A1X, B1Y " A3 °A3X C3" — 067656 VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A1X, B1Y 'AIX, B1Y A3 — — Small Orifice' i 0671869 VK329 1/2" 15 mm 2.8 40.3 2=3/16" .56_ A1X, B1Y AIX, B1Y' — — — — 06720139 VK331 1/2" 15 mm 4.2 57 2:1/4'. 58 AIX; B1Y A1X, B1Y — — — — 06932B VK331 — 10 mm 4.2; 57 2-3/8" ' 60. A3 = G212 — Maximum 250 PSI (17 bar) WWP - i - Standard Orifice ' Maximum 250 PSi t-1/ Dart rrrwr Small Orifices 1229010 VK342 1/2" 15 mm 1 2.8' 40.3 2-3116" 56 AIX, B1Y AIX — — — Approved Temperature Ratings °: __.•Approved Escutcheons A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79'C), 200 °F (93 °C); A and 286F (141 °C) PProved Finishes X - Standard surface -mounted escutcheon or B - 135 °F (57 °C); 155 °F (68 °C), 175 °F (79 *C),' and 200 °F 1.. Brass, Chrome-Enloy®, White F the Viking Microfast® Model F-1 Adjustable (93 °C) 1 Polyesters.', Black Polyester.', Escutcheon C - 155 °F (68 °C); 175 °F (79 °C); 200 °F (93 °C), and 286 'F — and Black Teflon®' Y - Standard surface -mounted escutcheon or (141 °C) t2 `Brass and Chrome-Enloy®i the Viking Microfast® Model F-1 Adjustable D - 135 °F (57 °C); 155 °F (68 °C), 175 °F (79 "C), and 286 °F 3 Brass, Chrome-Enloy®, White Escutcheon or recessed with the Viking (141 F ( `' 7 Micromati&. Model E-1 or E-2 Recessed E - 155 °F (68 °C)�, 175 °F (79 °C), and 200 °F (93 °C) Polyester', and Black Polyester Escutcheon d 286 °F (141 °C) F - 155 °F (68 C): 175 F (79 C), an G - 155 °F (68 °C) Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule: I Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. , ° Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. ° 9 Number 219 -76 -SA. Accepted for use, City of New York Board of Standards and Appeals, Calendar 9 cULus Listed as corrosion resistant. ' Other colors are available on request with the same Listings and Approvals as the standard colors.. I Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 9 The sprinkler orifice is bushed.- - - 10t epted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. " C Certified, Standard EN 12259-1, EC -certificate of conformity 0832 -CPD -2001 and 0832 -CPD -2003. 72 CE Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40130 and 0786 -CPD -40170. 11 MED Certified, Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008. Nominal Overall Listings and Approvals Sprinkler Thread Size(Refer-also - Length to Design Criteria on page 41e.) Base Part No' SIN K -Factor Inches 'mm - cU�US4.NYC10 VdS LP12282 NPT BSP U.S. metric' 2-1/4" S8. AIX,, VK317 1/2" 15 mm 5.6 80.6 Maximum 250 PSi t-1/ Dart rrrwr Small Orifices 1229010 VK342 1/2" 15 mm 1 2.8' 40.3 2-3116" 56 AIX, B1Y AIX — — — Approved Temperature Ratings °: __.•Approved Escutcheons A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79'C), 200 °F (93 °C); A and 286F (141 °C) PProved Finishes X - Standard surface -mounted escutcheon or B - 135 °F (57 °C); 155 °F (68 °C), 175 °F (79 *C),' and 200 °F 1.. Brass, Chrome-Enloy®, White F the Viking Microfast® Model F-1 Adjustable (93 °C) 1 Polyesters.', Black Polyester.', Escutcheon C - 155 °F (68 °C); 175 °F (79 °C); 200 °F (93 °C), and 286 'F — and Black Teflon®' Y - Standard surface -mounted escutcheon or (141 °C) t2 `Brass and Chrome-Enloy®i the Viking Microfast® Model F-1 Adjustable D - 135 °F (57 °C); 155 °F (68 °C), 175 °F (79 "C), and 286 °F 3 Brass, Chrome-Enloy®, White Escutcheon or recessed with the Viking (141 F ( `' 7 Micromati&. Model E-1 or E-2 Recessed E - 155 °F (68 °C)�, 175 °F (79 °C), and 200 °F (93 °C) Polyester', and Black Polyester Escutcheon d 286 °F (141 °C) F - 155 °F (68 C): 175 F (79 C), an G - 155 °F (68 °C) Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule: I Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. , ° Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. ° 9 Number 219 -76 -SA. Accepted for use, City of New York Board of Standards and Appeals, Calendar 9 cULus Listed as corrosion resistant. ' Other colors are available on request with the same Listings and Approvals as the standard colors.. I Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 9 The sprinkler orifice is bushed.- - - 10t epted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. " C Certified, Standard EN 12259-1, EC -certificate of conformity 0832 -CPD -2001 and 0832 -CPD -2003. 72 CE Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40130 and 0786 -CPD -40170. 11 MED Certified, Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008. Sprinkler 41e December 20,2010 MICROFAST® AND MICrOfastHP® QUICK 7N7G:4RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com IamnaRm*61M1�+R+B^�i i I A F cU uc Listina Requirements: Microfast° and MicrofastHP® Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. r= Designed for use in Light and Ordinary Hazard occupancies (exception: small oririce sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only): • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT:` Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Ceiling ' Ceiling ❑pening Size:, " '5/16' (58,7 r1M>'•minirnur,. 2-1/8' 2-1/2' (63.5 mm) maximum • (54 mm) 1/2' - (15 nn) NPT —~ r _ T— T-1 �81b\ + 2, (38.1 mm) 2-1/4' _mm)" (44.5 M ' 1-1/2' 1 -5/8'r (58 mm) I t• • (50.8 mm) ' i. Minimum (41 mm) 1., ., Maximum Installed with a installed Pendent Sprinkler standard `1/8' surface - '• Installed with a Microfast. 66662B (VK302) mounted escutcheon. Model F-1 Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 'Opening Size: 2-1/8', (5.4 mm) 2-5/16',(58.7 mm) minimum (54' MM) 2-1/2' (63,5~mm) maximum , q� b t� I\ °IlS 6 t§41 1-1/8.::::.(28,6 rtM) `•'^ - ;;;;;?6` rt rt) 1-1/8' (28 1-3/4' Minimum 2' Minimum (Maxi urn) (Maxi um • MaxiMurl —_ 1--- - Maximum ' y Installed with a Microrlatic.. Installed with a- thread on Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Y� Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons a 1 December 20, 2010 Sprinkler 41f MICROFAST® AND Microf istHP® QUICK I KJ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 =► Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Thread Size Nominal K -Factor Overall Length FM Approvals' , Refer also to Design Criteria below.) Base Part No.' SIN NPT BSP U.S.' metric Inches , mm t Standard Orifice 066626 VK302 112" • 15 mm 5.6 80.6 A2X, 62Y # Large Orifice A 06666B i VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X�BlY 067658 VK352 1/2" 15 mm 8.0 115.2 2-3/8 60 A1X Small Orifice° 0671866 + VK329 1/2" 15 mm 2 8 40.3 2-3/16" ' S6 AIX r i Approved Escutcheons Approved Temperature Ratings Approved Finishes X -Standard surface -mounted escutcheon or the Viking Microfast® Model F-1 Adjustable Escutcheon A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 1 - Brass and Chrome-Enloy" . Y Standard surface -mounted escutcheon or the 200 °F (93 and 286 °F (141 °C) 2- Brass, Chrome-Enloy®,White Polyesters, Viking Microfast° Model F-1 Adjustable Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and Black Polyesters or recessed with the Viking MicromatiO Model E-1 and 200 °F (93 °C) or E-2 Recessed Escutcheon t Footnotes• ' Base part number is shown. For complete part number, refer to Viking's current price schedule. z Metric K -factor, measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response control mode standard spray Non -storage spnnklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). - 5 Other colors are available on request with the same Listings and Approvals as the standard colors. 6 The sprinkler orifice is bushed. r _.--- _._. .. ._,. ...,.�.,-..gin_ ......x::...,..,..-.-:•...:., y.<:eLv.: �:..kV .+?s:::�t,'"�.dad.�'.:�..«€.a�..•#.ir'i��,t�iit`?.�l'ts'�+ae.. �� FM Aooroval Reguirements: . The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as indicated in the FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. I -Sprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data page 131 a -e for Intermediate Level In -Rack Sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Replaces page 41a -f, dated November 16, 2010. Form No. F_081296 (Added FM Approval for sprinkler 06765B.) "S TEM SENSORti' WFDTH Waterflow, Detector The System Sensor WFDTH Retard T -Tap Waterflow Detector is designed for primary signaling in residential systems and fits within 2x4 stud wall construction. Features The WFDTH fits any tee that has a 1 "NPT branch, including: 1', 11/4, IA " 1 1/ " d 2" Residential sprinkler systems Sealed retard mechanism • Visual switch activation Rugged, dual SPDT switches enclosed in a durable terminal block Easy to install and maintain design -Vertical or horizontal mount • Field replaceable retard mechanism and switch assembly • Twelve different flexible paddles • Durable, tamper resistant enclosure • Two conduit openings Handy depth gauge Accommodates up to 12 AWG wire 100% synchronization fires alarm panel and local bell simultaneously 1'/z', and 2 NPT threaded ferrous and brass tees, I , 1 4 , z an copper sweat tees; Central, Spears', and Victaulic' brand 1-CPVC tees; and 11/2' polybutylene tees. Design. The design of the WFDTH makes it easy to install and simple to maintain. It can be mounted in the vertical or horizontal position. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and switch assembly are field - replaceable. Features.Twelve different flexible paddles fit 1 ",11/4-,11/2 and 2" tees. Sizes are marked clearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw.The handy depth gauge insures the proper installation depth and clearance of the detector to the tee. Construction. The WFDTH includes a durable and tamper resistant enclosure. Its sealed retard assures that the delay mechanism is not contaminated by dust and dirt when the cover is removed. The long lasting cover completely encloses the electrical components. to further keep out dust and dirt. Improved self -guiding security screws and removal tools make detectors resistant to tampering and simplify field maintenance. Agency Listings &LISMEA TED approved S739 CS169 7770.1653:114 167-93-E - WFDTH Specifications a tee that has a 1 "NPT branch including: 1 Model shall be a WFDTH as manufactured by System Sensor. T -tap waterflow detectors shall be installed on 1'/4 1'h or 2 -threaded ferrous or brass tee; 1 -2 -copper sweat tees; Central, Spears', and Victaulic' brand 1"CPVC tees; or 1,/2 -polybutylene tee as designated on the drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate size, either a vertical or horizontal run at least 6 -from any fittings or valves which may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 250 psi. The retard t -tap detector shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through the tee fitting and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts).Two conduit entrances (one of which is a knockout type) for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. WFDTH is listed by Underwriters Laboratories for indoor use. Static Pressure Rating 250 PSI (max.) Operating Temperature Range 32°F to 120°F (0°C to 49°Q Maximum Surge 18 FPS Enclosure Rating UL listed for indoor use Triggering Threshold 4-10 GPM CoverTamper Switch Canadian models only, factory installed Bandwidth (Flow Rate) Service Use Automatic Sprinkler: NFPA 13 Overall Dimensions, 4.5" H x 3.55"W x 6.7" L One orTwo Family Dwelling: NFPA 13D Installed (11.4cm H 9cm W x 17cm L) Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA 72 Contact Ratings Two sets of SPDT (Form Q Shipping Weight 2.6 lbs. (1.2 kg.) • 10.0 A @ 125/250 VAC 2.5 A @ 24 VDC Compatible Tee Threaded ferrous and brass tees, copper Warranty 3 years Fittings sweat tees, CPVC tees, and polybutylene tees Conduit Entrances Two openings for'h"conduit. U.S. Patent Numbers 3,845,259; 4,782,333; 5,213,205 Electrical Connections NOTE: Common and Bs will close when vane is deflected, i.e., when water is flowing. Dual switches penult applications to be combined on a single detector. Delay Adjustment Dial WFDTMFDTHWFDT/WFDTH t I L&I end -of -line To nonsilenceable resistor iniliating zoneof listed FACP coracom Typical FACP Connection r t B To power source local compatible com be Break win: as shown for supervision wdh bell of connection. DO NOT allow t stripped wire leads to extend beyond Typical Local Bell Connection. switch housing. DO NOT loop wires. I WFDT, WFDTH switch assembly NOTE: Retard time may exceed 90 seconds. Adjust and verify that time does not exceed 90 seconds. Ordering Information WFDTH .. _ WFDTHA Waterflow Detector, Fits 1 ",1'A',1'h 2"ferrous and brass threaded tees; 1 ",1'/<",1'h 2 -copper sweat tees;1 "CPVC tees; and Ph" polybutylene tees Accessories A77-01-02 Replacement terminal block for WFDTH S07-66002 Replacement tamper screws for covers of WFDTH PRK9 Replacement paddle kit —12 paddles for WFDTH (see WFDW Replacement tamper proof wrench for cover of WFDTH for sizes included) WFDTH A3008-00 Replacement retard mechanism C58-0009-000 Replacement metal cover Spears' is a registered trademark of the Spears Manufacturing Company. N'ctaulic' is a registered trademark of the Vctautic company of Arrerl[a. ' 02007 System Sensor. �3825 Ohio Avenue - St. Charles, IL 60174 Productspedfimtionssubject tochange without nouce.wsitsysmnsenwrmmfor TEM SENSOR" current product inform OS-041-007.4/07atest version ofthis data sheet Phone: 800-SENSOR2 •Fax: 630-377-6495 A05-0941-007.4/07•kt676 Delay adjustment CONTACT RATINGS CONTACT dial VAC 10I 24 VDC 2.5AMPS WFDTMFDTHWFDT/WFDTH t I L&I end -of -line To nonsilenceable resistor iniliating zoneof listed FACP coracom Typical FACP Connection r t B To power source local compatible com be Break win: as shown for supervision wdh bell of connection. DO NOT allow t stripped wire leads to extend beyond Typical Local Bell Connection. switch housing. DO NOT loop wires. I WFDT, WFDTH switch assembly NOTE: Retard time may exceed 90 seconds. Adjust and verify that time does not exceed 90 seconds. Ordering Information WFDTH .. _ WFDTHA Waterflow Detector, Fits 1 ",1'A',1'h 2"ferrous and brass threaded tees; 1 ",1'/<",1'h 2 -copper sweat tees;1 "CPVC tees; and Ph" polybutylene tees Accessories A77-01-02 Replacement terminal block for WFDTH S07-66002 Replacement tamper screws for covers of WFDTH PRK9 Replacement paddle kit —12 paddles for WFDTH (see WFDW Replacement tamper proof wrench for cover of WFDTH for sizes included) WFDTH A3008-00 Replacement retard mechanism C58-0009-000 Replacement metal cover Spears' is a registered trademark of the Spears Manufacturing Company. N'ctaulic' is a registered trademark of the Vctautic company of Arrerl[a. ' 02007 System Sensor. �3825 Ohio Avenue - St. Charles, IL 60174 Productspedfimtionssubject tochange without nouce.wsitsysmnsenwrmmfor TEM SENSOR" current product inform OS-041-007.4/07atest version ofthis data sheet Phone: 800-SENSOR2 •Fax: 630-377-6495 A05-0941-007.4/07•kt676 FlameGuard TM CPVC Drain & Check Valves soy ns Only For NEPA 13D Applicatio y . Y for use in confi urin CPVC Fire Application: FlameGuardTM CPVC Orange Drain Valves and Check Valves are 9 9 Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. CPVC Drain Valves - zv,� Disc Price Part Number Size Code Each Socket x Socket 6622-005C0 - 112 004 17.19 * a, 6622-007C0 314 004 22.68 1g 6622-01000 1 004 28.36 Page 1 Special Reinforced( SR Threaded Inlet Check Valve ) General Installation Information: Socket end connections -should, be installed using Spears® FS -5 One -Step -Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears® BLUE 75 T Thread Sealant ''tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW r arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GASSpears®Manufacturing Company Progressive Products from Spears® Innovation and Technology CPVC Check a ves _ - Disc Price Part Number Size . Code Each Socket x Socket S1520-1000 - 1 ' 004 22.56 S1520 -12C0 1-114 004 25.22 5C _0 1-112 004 28.36 CPVC Special Reinforced Thread Inlet Check „.. Valves f Disc Price Part Number Size Code Each _ SIR FI t x Socket ' S1520-10FSRSCO 1 - = ` 004 24.44 S1520-12FSRSCO 1-114 004 28.22 S1520-15FSRSCO 1-112 004 33.47 Page 1 Special Reinforced( SR Threaded Inlet Check Valve ) General Installation Information: Socket end connections -should, be installed using Spears® FS -5 One -Step -Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears® BLUE 75 T Thread Sealant ''tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW r arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GASSpears®Manufacturing Company Progressive Products from Spears® Innovation and Technology Check Valve: Nominal Size Range Type Material Seat End Connections t i 1 Socket x Socket Nominal B Dimension Reference inches, t 1/16 Part Number FjameGuardlm CPVC Drain & Check Valves ' For NFPA 13D Applications Only .. E 6622-005C0 112 Specifications Drain Valve: 1-518 Nominal Size Range 1/2", 314", 1 " 114 -Turn Ball Valve, Maintenance -free Sealed Unit Type 1-112 3-9116 2 Material CPVC, Orange Seats PTFE/HDPE Seals EPDM Handle Polypropylene, Red End Connections �E Socket x Socket ` NOT FOR USE WITH COMPRESSED AIR OR GAS Check Valve: Nominal Size Range Type Material Seat End Connections t i 1 Socket x Socket Nominal B Dimension Reference inches, t 1/16 Part Number Size A B C D E 6622-005C0 112 1-7116 1-114 3-1116 1-518 1-518 6622-007C0 314 1-13116 1-112 3-9116 2 2 6622-01000 1 21116 1-314 4 2-5116 2-5116 1-1/4", 1-1/2" Swing Check, Maintenance -free Sealed Unit CPVC; Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread CV D (GPK 518 33 Page 2 B C Dimension Reference inches, t 1116 Socket x Socket SR Thread x Socket Nominal B C Part Number Part Number Size A Socket SR -Thread 1. 1-11116 2-5/I6 215116 4-911 3-518 5-11: S1520-1000 S1520-10FSRSC0 S1520-12CO S1520-12FSRSCO 1-114 2-1116 2-15116 3 3-11116 5-511 S152015C0 S152015FSRSC0 1-112 2-7116 NOT FOR USE WITH COMPRESSED AIR OR GAS Made in the U.S.A. Progressive Products from Spears® Innovation and Technology CV D (GPK 518 33 Page 2 1 ,< zn O z 0 0 D� m ED i 0 Rr — q ROUGH/FINALS JESUS Deliver.. Palm (out at .. TE job)-. DR Horton Alegria -. NOTES R Phase 6 Desert 10/31/2011 Mon Standard Pacific Sorano Brea Lot 58-60 F Phase 2 11/8/2011 Lot 73-75 Brookfield Garden House Anaheim 10/31/2011 Mon William Lyon Sage Court Azusa Phase 1B F Lot 30,31,32 Building 33 Rancho 10/31/2011 Mon Monarch Yates Residence La Quinta 53-408 Via Dona R 11/2/2011. Wed Standard Wellesley Chino Phase 1 F Santa -Barbara cucamong main line R pacific Lot 10-15 a 11/4/2011 Fri_ Standard Pacific Westcott Carlsbad Phase 9 R Phase 2 11/9/2011 Lot 63 ,64,65,66,73,72 Standard Pacific Wellesley Chino R Western Rancho Bldg 25 11 /4/2011 Fri Santa Barbara Cucamon R Edgehill Phase 1 National 11/9/2011 1st floor Warmington Vista F a Terrace 0 Rr — q Palm Phase 9A 11/7/2011 Mon DR Horton Alegria R Desert Bldg 12 Phase 2 11/8/2011 Tues Brookfield Garden House Anaheim F Lot 30,31,32 Rancho Western Bldg 24 11/8/2011 Tues National . Santa -Barbara cucamong main line R a Phase 2 11/9/2011 Wed Standard Pacific Wellesley Chino R Lot 16-21 Edgehill Phase 1 11/9/2011 Wed Warmington Vista F Terrace Lot 13, 4, 1 San Phase 11/10/2011 Thurs Standard pacific. Presidio F Diego Lot 65,66 • yj�:a,,�w. Rancho 11/14/2011 Mon K.Hovanianian Andaulsia Cucamon Lot 35,36,44,45,37,43 F a 11/16/2011 Wed Warmington Edgehill --rUista"" __-..P_hase 1.� �; ; , F Terrace Lot 12,2,3 Phase 5B 11/18/2011 Fri Warmington Elements Chino R Lot 57 & 58 RIVERSIDE C=NTY,1FIRE DEPARTMENT IN 60OPItkATIbN WITH CALIFORNIA'DEkRtMENT OF -.FORESTRY AND FIRE PROTECTION RiVer-6W C&Wt'�Tfinii Wpf; CUUNTY" 77933'L"Ns.Montaii"dsiyd�ZSte-201 IVERM Ij Pabi, R6 er !�2 1�-� 760-863�'8886 Fax:(�76Q-,863�3012, FAX (951) SW4886 JOB CARD, THIS -INSPECTION RECORD MUST BEAT JOB SITE WITH THE.APPROVED SET OF PLANS Ownei;,ALLeN Resa)e'NCE Date_ 1 -11 -1 -bill -39 V .1 ft4i LL o rcj Location A Case No. .Sprinkler Company Q—S,l F re - Underground Visual Date Inspector (Joints and Thrust Blocks Must Be'Exposed) Underground Static Date Inspector (200 PSI For 2 Hri Prior �to Inspection Time) Underground Flush Date Inspector Overhead Static Date Inspector (206 PSI For 2 Hrs. Prior to Inspection-Timp) L Overhead final Date Inspector- Fil��ain Installer Un rground Visual Date I ns tor nd (Joints a. rustBlocks Must'Be Exposed) Underg�ou tatic Date - spector p90 PSI For 2 H� Prior to Inspection Time) Underground Flu Date lnspector� ExtingUishing'System In Iler Final Daty nspector Fire Alarm Installer Final Da Inspector Tank Instiller Final Date Inspector FUEL MODIFICA/0N nal Date Invector 0 ORE UAT - /DO N T OCCUPY THIS',STROC'T I L\ AFTER FINAL �INSOECTION'BY BUILDING AND SAFETY.' 26�-159 (Re'v 11/02)." Comments Date --Fntls— Date Intls. Date —Tn—tls Date Intis. Date Intis. PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF:. BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS 'INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS:' BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 IN COOPERATION WITH -THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE;PROTECTION'.' + 77=933'LasMontanas Rd., Ste. #201, PaIni Desert,•CA-9221,'1-4131 Phone (760) 863-8886. Fax (760) 863-7072 •. . ' I www. rvdire.org November 10, 2011. CITY OF LA QUINTA i BUILDING & SAFETY DEPT. Residential Fire System ~r PINSTRUCTIONRO 2871 E. Via Martens FOR Anaheim, CA•92806 DA d l,1- Re: -Residential Fire Sprinkler Plan Review The Allen Residence 53-539 Via Mallorca The above referenced sprinkler plans have been reviewed and are acceptable by the Riverside County Fire Department and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. 2) Permanently marked identification signs shall be attached to all control valves. 3) A sign shall be located adjacent to the alarm bell worded as follows: SPRINKLER FIRE ALARM -WHEN BELL RINGS CALL 911' 4) A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the. main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. §Flm'!%�J'% ' 'SSI iF �, ✓. - _ .t' I_ �, `w '� _ b �rY fir' Q. • , r • if .a r E x hen dealing with fire protection', you need a piping system you can depend on. BlazeMaster® CPVC pipe and fittings are designed specifically for fire sprinkler systems and are based on more than 50 years of proven experience. Lubrizol, the worldwide leader in CPVC innovation, takes fire sprinkler systems to a level of superior performance that exceeds your expectations. BlazeMaster fire sprinkler. systems are the most advanced, Listed and approved non-metallic piping system available on the market today. And there's no comparison between CPVC pipe and metal pipe. CPVC systems offer more advantages than metal systems making all other pipes obsolete. Check the facts: • Certified by NSF International for potable water safety under all water conditions • Elimination of scaling and , corrosion for lasting performance, even in salt.air environments • Natural immunity to Microbiologically Influenced Corrosion (MIC) • Superior flow characteristic_ s offer better hydraulic design over metal systems • Ease of fabrication in the field provides unmatched flexibility BlazeMaster fire sprinkler systems are backed by an extensive field support organization, which is available for expert technical assistance and can provide you with: • Proven installation recommendations to maximize efficiency and cost savings • Expert consultation regarding compliance with local, regional and national codes Assistance with architects and engineers, on design and specification work r - I - - There are numerous advantages to using the BlazeMaster fire sprinkler technology to address your specific needs, including: Sprinider Contractor: Improved durability: f^ BlazeMaster CPVC pipe and fitting compounds have been ^ ? specially formulated using Lubrizol ,J^ technology for improved durability. It provides many advantages during installation, even at cold temperatures. . • Cost savings: Overhead on tools is minimal since pipe can be cut on-site with simple hand tools. A one-step joining system makes installations even quicker, keeping labor to a minimum. •Animal tool investment generates increased cost savings, General Contractors 50 ear life ex ectanc _ • •Less conflict with other trades: Contractors installing Y p y .; r Blaze Master systems work easily and quickly around 'd "t ` ! CPVC formulation delivers exceptional foughne`ss framers and other mechanical contractors. Quality Assurance Program guarantees consistency • ;Lightweight No special rigging or equipment is needed and reliability,,' t'! to move BlazeMaster pipe within the building Builders and Developer- Low cost Installed costs of a BlazeMaster; system are :r . significant lower and prices are more stable than metal systems ;. Optimal sized system: Smooth internal I diameters lead to better hydraulic performance than R metal systems, which often means pipe can be r. downsized, lowering material costs. AN f' Architects and Engineers S: g r . ►" •Fully tested:. y� z1 V is r " . BlazeMaster fire sprinkler. , systems have been thoroughly , �•' ' f; tested by UL; FM"; UL -C, LPCB; ' ''' ' r p VdS (Germany) and TFRI (China). - t= These systems'have been E�p`bsed system risers'NFPA 130, 13R Ax -Exposed ' . exposed to flames reaching basement NFPA 13D (solid wood joist) �•, _ g above 1400T during fire20' Extended coverage(exposed) spacing on pendent in lieu of 15' tests and have been tested at twice the operating pressure'.Tyco Use with all Tyco and Viking Combustible concealed sprinklers"F head f , . We.; continuously for.more than one attic sprinkler with wet system piping , main and ridge installation) • ►;, a; year without signs of weakening Exposed extended coverage sidewallI 1s for exposed pipe dF or failure. extended coverage sidewall sprinkler,drop, 155'F sprinkler head .� �: } t Design freedom: 1 1 1sprinkler,drop,sprinkler z r x ,Y r' 4'hn11'1 Lightweight and easy fabrication 1 1' 1 drop, .1 means BlazeMaster CPVC pipe I standard coverage sidewallsprinkler.drop, 1 '. 1 r+ yf and fittings are ideal for those ' 'ith ith ' r r4.xper tough to -get at areas and in at ceiling 1 enings NFPA 90A 4 retrofit applications where their ULC or CUL Listed s h flexibility.allows for quick, quiet -. I Approved FactoryMutualApproval exposed and'clean installations; .which. Mutual FactoryApproval above drop-in 5 "t �r"` lead,to: occu arc benefits p- Y Approval 1 ex1 1 1ffi-Steel"** soffiting covering _ XVdS Approval TFRI Approval - - -LPCB Approval Authonhes Having Junsdlction , • Fullyfisted and approved: BlazeMaster pipexand fittings Listed by UL and UL -C for NFPA 13 light haiard occupancies'andOther Differentiation residential occupancies in NFPA 13Rand 13D They *are also' ` :' 1 ' 1 approved by;VdS, Tianjin Fire Aesearch InstiWte (China), and Approved commercial productfor over Factory Mutual' All model building and mecharncal codes permit ' over 'compoundexperience the use of BlazeMaster fire spnnklersystems. �, :. • Proven performance BlazeMaster=CPVC fife sprinkler systemsbacked , independent third party/verification Lubrizol PIP Lubrizol Advanced Materials, Inc. BlazeMaster® Marketing Department 9911 Brecksville Road Cleveland, OH 44141-3201 USA 216-447-5000 888-234-2436 Fax: 216-447-5313 Chaussee de Wavre, 1945 1160 Brussels. Belgium 32-2-678-19-11 Fax: 32-2-678-19-90 1107-1110 Shui On Centre 6-8 Harbour Road Wan Chai, Hong Kong 852-2508-1021 Fax: 852-2512-2241 QUALITY ASSURANCE PROGRAM BlazeMaster® pipe and fittings are produced to stringent quality standards, established by Lubrizol, that exceed ASTM and other industry standards. Lubrizol has partnered with eight high quality manufacturers of pipe and fittings to bring the BlazeMaster system to market. Each manufacturer of the pipe participates in a Quality Assurance Program that ensures that these high standards are maintained for your peace of mind. This program is unique to Lubrizol and includes testing on strength and ductility and other physical properties of the pipe as well as dimensional tolerances. Lubrizol remains the technology leader and primary source of CPVC materials worldwide. While we do not manufacture pipe and fittings, we maintain a close and active relationship with the pipe and fittings manufacturers. Ask for the details of the warranty program from these BlazeMaster manufacturers. For a complete listing of regional sales representatives and manufacturers, please visit our website at www.blazemaster.com. From plumbing to siding to fire sprinkler systems and more... All the pieces have now come together to solve many of today's toughest building and industrial challenges. To contact a sales consultant, call 888.234.2436 ext. 447.7393 or visit our website at www.fbcbuildingsolutions.com. . BM002 ® is a registered trademark of The Lubrizol Corporation. na is a trademark of The Lubrizol Corporation. The information contained herein is believed to be reliable, but no representations, guarantees or warranties of any kind are made as to its accuracy, suitability for particular applications or the results to be obtained therefrom. The information is based on laboratory work with small-scale equipment and does not necessarily indicate end product performance. Because of the variations in methods, conditions and equipment used commercially in processing these materials, no warranties or guarantees are made as to the suitability of the products for the applications disclosed. Full-scale testing and end product performance are Printed in U.SA FBC Building Solutions FlowGuard Gold° Pipe & Fittings FlowGuard® MultiPort CPVC Manifold FlowGuard® MultiPort Commercial System FlowGuarcP Bendable Piping FlowGuard' Flex Tubing BlazeMasterm Fire Sprinkler Systems BlazeMasterm Multipurpose System © The Lubrizol Corporation 2010, all rights reserved. the responsibility of the user. Lubrizol Advanced Materials, Inc. shall not be liable for and the customer assumes all risk and liability of any use or handling of any material beyond Lubrizol Advanced Materials, Inc: s direct control. THE SELLER MAKES NO WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Nothing contained herein is to be considered as permission, recommendation, nor as an inducement to practice any patented invention without permission of the patent owner. January 6, 2010 Sprinkler 145h FREEDOM® RESIDENTIAL FLUSH, PENDENT SPRINKLER VK476 (K4.9) The Viking, Corporation, 210 N Industrial Park Drive, Hastings MI 49058 - Telephone: 269-945-9501 Technical Services: 877-384-5464 Fak! 269-818-1680 Email: techsvcs@vikingcorp.com 1. 'DESCRIPTION Viking Freedom® Residential Flush Pendent Sprinkler VK476 is a small high-sensi- tivity fusible element residential sprinkler designed for installation on concealed pipe'" systems where the appearance of a smooth ceiling is desired. The orifice design, with a K -Factor of 4.9 (70.6 metric*),allows the sprinkler's efficient use of available water supplies for the hydraulically designed fire -protection system. The fast response operating element and special deflector combine speed of operation and areas of coverage to meet residential sprinkler standards. The two-piece design of the sprinkler and ceiling ring allows installation and testing of y the sprinkler prior to ceiling installation. The ceiling ring allows for up to 5/8" (16 mm) of vertical adjustment and can be removed and re -installed, allowing access above removable ceiling panels without shutting down the sprinkler system and removing the sprinkler. 2. LISTINGS AND APPROVALS .cULus Listed: Category VKKW Refer to the Approval Chart and Design Criteria on pages 145j -k for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2009. Viking Technical Data may be found on Minimum Operating Pressure: Refer to the Approval Chart. The Viking Corporation's web site at Maximum Working Pressure: 175 psi,(12 bar). Factory tested hydrostatically http://www.Vikinggroupinc.com. to 500 psi (34.5 bar). The Web site may include a more recent Thread size: 1/2" (15 mm) NPT edition of this Technical Data Page. Nominal K -Factor: 4.9 U.S. (70.6 metric') 'Metric K factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. Overall Length: 2-1/8" (54 mm) y Material Standards: Sprinkler Body and Inlet: QM'Brass Deflector Assembly: Copper UNS-C51000 and Brass UNS-C36000 Pin Assembly: Stainless Steel UNS-S30200 and C23000 -Seat Assembly: Brass UNS-C31400 or UNS-C31600 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Fusible Element Assembly: Beryllium Nickel and Eutectic Solder Element Cover: Copper UNS-C11000 Lever Bar Assembly: Copper Alloy UNS-C72500 and Brass UNS-C36000 Lever Arm: Stainless Steel UNS-S31600 Element Assembly: Copper UNS-C11000 and Nickel Alloy Ceiling Ring` Cold Rolled Steel'UNS-G10080 Ordering Information: (Also refer to the current Viking price list.) Viking Freedom® Residential Flush Pendent Sprinkler VK476 and Ceiling Ring: Part No. 15630MC/- (includes a 165 °F (74 °C) rated sprinkler with a protective plastic cap covering the unit, and a ceiling ring). Specify finish of the sprinkler and ceiling ring by adding the appropriate suffix for the finish t.�tlie base part number: Finish Suffix: Wood Beam Finish = G, Painted White = W, Painted Black = B For example, sprinkler VK476 with a Wood Beam Finish = 15636MC/G. Available Finishes And Temperature Ratings: Refer to Table 1 Form No. F 120608 Replaces page 145h -m, dated Sept. 3, 2009. — (Revised sloped ceiling listings.) Sprinkler 1451 it January 6, 2010 FREEDOM® RESIDENTIAL IKJ N. N ::G:4 FLUSH PENDENT, SPRINKLER VK476 (K4.9) The Viking Corporation, 210 N Industrial Park Drive; Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) _ Sprinkler Wrench**: Heavy Duty Wrench Part No. 15209W/R (available since 2009) *'Requires a'/2" ratchet (not available from.Vking). s , Sprinkler Cabinet: Part No. 01731A, Capacity: five (5) sprinklers (available since 1971) ' Replacement Ceiling Ring (3" diameter): Base Part No.15618M/- , Specify finish of the ceiling ring by adding the appropriate suffix for the finish to'the base part number: + Finish Suffix: Wood Beam Finish = G, Painted White = W, Painted Black = B For example,. ceiling ring .15618 with a.Wood Beam Finish 15618M/G. • - 4. INSTALLATION ` Refer to appropriate NFPA Installation Standards. 5. OPERATION ' 'During fire conditions, when the fusible element reach - 1-1/2'„ (38 mm) • es its operating temperature, the element cover, fusible r—� element and lever assembly fall away. The deflector is Diameter Ceiling suspended below the ceiling. Water. flowing through Opening Required the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprin- kler to extinguish or control the fire.l Flush Pendent Sprinkler VK476 Sprinkler Body Wrench Flats 6. INSPECTIONS; TESTS AND MAINTENANCE with, Protective Cap Refer to NFPA 25 for Inspection, -Testing and Mainte- nance requirements. 7: AVAILABILITY t < F 'Viking Sprinkler VK476 is available through a network Sprinkler Wrench • of domestic and international distributors. See The 15209W/R)l)l roust be ` Viking Corporation web site for the closest distributor used for installing Sprinkler VK476 or contact The Viking Corporation: ■wA 1/2' ratchet Is O $. GUARANTEE required (not avallable + > from Viking.) For details of warranty, refer to Viking's current,list s' Step 2; Carefully press price schedule or contact Viking directly. • . Step L Slide the wrench.' the wrench upward and over the • sprinkler turn slightly to ensure F - : and protective cap. engagement with the 1 sprinkler wrench flats. Figure 1: Sprinkler Installation and Correct Use of Wrench TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES -i µcs� ; Sp nkler'Nominal�l }_ Sh ,may 4 �'` Sprink.lerTemperature �� ' ry f Maximum Ambient u 4 Y'" Ceilmg Rin Classification r Teirperat Rabng.Y t" g pe + ` Base Part Number', a=;i t r Ceilm Tem ra4urez ba.. Mi+yviii.:,, . r. fi#'..'.;'S'A..: Ordinary 165 "F (74 "C)' 100'F (38 "C) ti 15618 Finishes: Wood Beam Finish, Painted White, or Painted Black, ` .�,.,. Footnotes The sprinkler temperature rating is stamped on the sprinkler inlet. 2 Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having'Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number for replacement ceiling rings. For complete part number, refer to current Viking price list schedule. t r, t • l fes' • � [! January 6, 2010 Sprinkler 145j The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 • Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 'r�': ,.Hl'if,l W�;•b { i) '�• 1 !'`' �`+ 2 y - r „ _ _ r it �,��r ,, .^`v -, �� a f ,,, ��;, •� a Y Approval Chart;,��: �`� Y '� SpnnWerTemperatureRati�g � - ''�� Y �`��•�''�.,��,. �"" � �" �'`�h''�""��verPlateTempe2lureRatlng � ��"��Resldentlal FI"Lsh Penitent's rinkler VK476��,rt » +��+lt �.,d .•,c p '$ T+ '�''^�'y3 „. r" .;,sR Add,,>�+,n.' -I, '� � i �,i'' #r n. .. -� ,,,. ,. AW1t CovecPlate FWsh- KEY .. `�y ��•�� t,�'.i�x�'"r�+��'For systems designed to:NFPAI3D or NEPA 13R.: ` y�x� �l .-.^- - ',�`�i (, + . 'Yj'r'7 hr't ; �' t W Si*Qt a'z . ,+5. + r" -`.,+v a, „`- • +e • r•• a... ! w, �. t_ n ! .. +t` Ft, �./. n. t•w Y .- , • .ra •� .rry,,:,s �'::w� `� 4�,��',�i' `''�` ,a,•,.:� ,.,,,.�,a•e�,w�',;.x-f.. ,,.,;,,,,: , �,. ,�'Forasystems;des/gned,to,NFPA 13, refgr to the,design;cnteria onpagea145k a`,�,,�_� _ .� Sprinkler Base SIN NPT Thread Size Nominal K -Factor Maximum Water Overall Length Inches mm U.S. metriC2 Inches mm. Part Number' Working Pressure 15630 VK476 1/2 15 4.9 70.6 175 psi (12 bar) 2-1/8' 54 Listings and Approvals3.5 Maximum Areas •of Coverages Minimum Water Supply Requirementsa (Refer also to Design Criteria on page 14ML) cULus°• NYC NSF Installed below smooth, flat, horizontal ceilings and horizontal ceilings with beams. Includes ceilings with slopes up to and including 2/12 (9.5°) 16 ft. x 16 ft. (4.9 m x 4.9 m) `.13gpm @7.0psi (49.2Umin @0.48 bar) Al - - 18ft. x18ft. (5.5mx5.5m) 17 gpm@ 12 psi (64.4 Umin @ 0.83 bar) Al - - 20 ft. x 20 ft. (6.1 m x 6.1 m) 21 gpm @ 18.4 psi (79.5 Umin @ 1.27 bar) Al = - - Installed below ceilings with slopes' up to and including a 4112 (18.4°) pitch. Refer to Figure 5 on page 145m. UL NYC NSF 16 ft. x 16 ft. (4.9 m x 4.9 m) 18 gpm @ 13.5 psi (68.1-Umin @ 0.93 bar) Al - - 18ft. x18ft. (5.5mx5.5m) 20 gpm@ 16.7 psi (75.7 Umin @ 1.15 bar). Al - - 20 ft. x 20 ft. (6.1 m x 6.1 m) 24 gpm @ 24 psi (90.8 Umin @ 1.65 bar) Al - - - Sprinkler Temperature Rating , Finishes - A - 165'F (74 °C) 1 - Wood. Beam Finish, Painted White; and Painted Blacks Footnotes ,4 ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K -factor measurement shown is when pressure is,,measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 3 This chart shows the listings and approvals_ available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. a ° Listed by Underwriter's Laboratories for use in the U.S. and Canada. - 5 Listings are for residential occupancies with smooth, flat, horizontal ceilings or horizontal ceilings with beams. Incudes ceilings with slopes up to and including a 2/12 (9.5°) pitch. (For beam ceiling design criteria, refer to Beam Ceiling Guidelines and Figures 3 through 4D on pages 1451-m). 6 For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the "Minimum Water Supply Requirement" used. Areas under sloped ceilings must be measured along the ceiling slope: Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. a Painted finish consists of. Polyester Baked Enamel. Other paint colors are available. on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. NOTE: Custom colors are indicated on a label on the sprinkler body. ` 1/2' (15 MM) NPT 1-5/8' (41 MM) Maximum 2-1/8' 1/2' 5/8' (16 MM) = __- _ - _- (25.4 MM) (54 MM) (12'7 MM) Vertical Adjustment _' -- _-_ M�uM - 3' (76.2 MM) '_ 1-1/8' (28.5 MM) NOTE, Upon sprinkler activation, the deflector descends + ' to approximately 1/2' (12 MM) -below the sprinkler body., s Sprinkler 145k January 6, 2010 FREEDOM® RESIDENTIAL • • FLUSH PENDENT ., I KJ SPRINKLER VK476 (K4.9) L :W:JJ - - The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 - Telephone:'269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESIGN CRITERIAC 3r i ,0 • 'ti �y;' Yn k' Y e� F t i (Also refer to the Approval Chart on page..1451)-+ ; ^ , .d• .7�d•1 "'e='Tai a a,,r• Q:_ .,r`Rk. . ri•ezf."'" Hl.},. n.d., ^r , m ..� , Sh' � ,t ..�;' �? ;e '�'. ec _t r + F, t: „++;, 'hy cULus Listing Reguirements: , When using Viking Residential Flush Pendent Sprinkler VK476 for systems designed to NEPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the Approval Chart on page 145j. For systems designed to NFPA 13 The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: ' • The flow rates given in the Approval Chart on data page 145j for NFPA 13D and NFPA 13R applications for each listed area of coverage, Qr • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. •Minimum distance between residential sprinklers: 8 ft. (2.4 m).. ; . w }4 �BEAM.,GE N' G GUIDELINES nL - �� . L h ��,r o .. ,J .. a. v : ^' -fw'- [5 a .. . cULus Listed for. installafion'm residentiaF occupancies with beam ceilings (witti horizontal ceilings only).`n``; Ar , ,rY s : x } u�� • ,Refer fo the App oval.Chart fog spnnklerXa�eas of ooverage and hydrauhc.descgn :y�;E N, •,s;��,,..a w x.r, : a Sprinkler Location: Locate sprinklers on the underside of the beams (not in the bays or pockets formed by the beams). Refer to Figure 3. The vertical distance from the sprinkler deflector to the bottom of the primary beam must be between 1/2 and 1-1/8" (12.7 to 28.5 mm). The horizontal distance from the centerline of the sprinkler to the primary beam cannot be more than 2" (51 mm)" (Figure 3). NOTE: Consult with a structural engineer before drilling beams to allow the installation of sprinkler drops. Where drilling is not permitted, sprinkler posi- tion requirements allow for the sprinkler drop to be placed adjacent to the primary beam. Beam Position: Directly attached to the underside of a combustible or non-combustible smooth ceiling of any height. Beam Size and Shape (Cross section): Depth: Maximum 14" (355 mm) for primary beams. Secondary beam depth cannot be greater than the primary beam: • Width: Unlimited. • Beam Shape: Rectangular to circular. Beam Types: Combustible or non-combustible, solid surface, solid or hollow core. Beam Spacing: A. For primary beams, the distance from the wall to the center of the nearest primary beam must be at least 3'-4" (1.0 m), and not more than one-half the listed sprinkler spacing. Note: Sprinklers may not be required to be located in the first beam nearest the wall. Center4o-center distance between primary beams is to be a maximum of 20'-0" (6.1 m). Refer to Figure 4A B. When beam pockets created by the primary beams exceed 20'-0" (6.1 m) in length, secondary beams are required as follows (also refer to Figure 46): 1. Secondary beam depth must be equal to primary beam depth. • 2. Secondary beams must be placed so that the bays formed by the primary beams do not exceed 20'-0" (6,1 m) in length. E C. When primary beam spans do not exceed 20'-0" (6.1 m), secondary beams (not required) may have any distance from wall to nearest secondary beam and any distance center to center between secondary beams. Refer to Figure 4C. Lintels: Must be present over doorways exiting the compartment. Lintel height must be at least 8' (203 mm); or at least the depth of the primary beams, whichever is greater. Beam and Soffit Arrangements: If a soffit is installed, beams may be arranged within the soffit. The cross section of the soffit may be any size, pro- vided it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. Where there is a soffit, beam spacing from the wall is to be measured from the face of the`soffit rather than the wall. Refer to Figure 4D. NOTE: The sprinkler area of coverage is to be measured from the wall. t `` r , Definitions: • Primary beams: The main beams that run primarily in one direction. • Secondary beams: The beams that run perpendicular to the main beams. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages RES1-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the.appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction.,'.'- 1 ' January 6, 2010 'Sprinkler 1451 FREEDOM® RESIDENTIAL NIKJ:N:C:*a FLUSH PENDENT SPRINKLER VK476 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprink(er VK476 Ceilinc (12.7 mm) Min. (28.5 mm) Max. -r— Maximum 112 Beam Width Plus 2' (50.8 mm) Figure 3: Sprinkler Positioning Under Primary Beams Prima Beai Sprinkler VK476 idary 0.m Primary / I I Beam Walls y Wallsy \ All dimensions are measured to wall All dimensions are measured to wall.. faces and to centertines of beams. faces and to centerlines of beams.. A = Distance from wall to nearest primary beam: Minimum 3 ft 4 in (1.0 m). A = Distance from wall to nearest primary beams Maximums No more than 1/2 listed sprinkler spacing. Minimum 3 ft 4 In (1.0 m). B = Spacing between primary beams: 20 ft (6.1 m) maximum. Maximum: No more than 1/2 Usted sprinkler spacing, . C = Beam depth: 14' (355 mm) maximum. B = Spacing between primary beams: 20 ft (6.1 m) maximum. D = 20 ft (6.1 m) maximum for secondary beams that C = Beam depth: 14' (355 mm) Maximum. are to be equal In depth to primary beams and D = Beam span: 20 ft (6.1 m) .maximum. that are required so that prlmary beam pockets do not exceed 20 ft (6.1 m). Figure 4A: Primary Beam Spans up to 20'-0" (6.1 m) Figure 46: Primary Beam Spans over 20'-0" (6.1 m) Sprinkler 145m January 6, 2010 FREEDOM® RESIDENTIAL NIK INGG4 A ' FLUSH PENDENT SPRINKLER VK476 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 ' Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com A B B B Ceiling D Primary Bean Secondary Beam Secondary Beam Primary Beamm Ceiling Face .of Soffit Walls Bottom of Soffit All dimensions are measured to wall faces and to centerlines of beams. Compartment Walls A Distance from wall to nearest primary beam, Minimum 3 ft 4 In (1.0 m). D = Dimensions shown In Figures 4A, 4B, and 4C, Maxlmumt No more than 1/2 listed sprinkler spacing, except measurements are taken from the face B = Spacing between primary beams, 20 ft (6.1 m) maximum. of the soffit Instead of from the wall surface. C = Beam depth, 14' (355 mm) maximum. Note+ Secondary beam ` depth cannot be greater than the primary beam. NpTEi The sprinkler area of coverage Is to be D'. Any distance for secondary beams, unless primary measured from the wall. beam spans exceed 20 ft. (61 m). Refer to Figure 4B for primary beam spans exceeding 20 ft (6.1. m). , Figure 4C: Combination of Primary and Secondary Beams Figure 4D: Beam and Soffit Arrangements Maxims ceilini slope = � (18.4' Refer to the Apprc Chart for listed areas of coverag 1 Note 1 below. Notes: 1. Listed areas of coverage correspond to areas measured along ceiling slope. (For sloped ceiling installations, ac- tual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area.) 2. Actual installations may require multiple sprinklers. A single sprinkler installation has been shown for clarity. 3. For "cathedral" ceiling applications, install sprinklers in a symmetrical mirror-image of Figure 5. Figure 5: Installation Instructions -Sloped Ceilings 1=nrm Kin F 1 ,?nana Replaces page _145h -m, dated Sept. 3, 2009. Fig. 22 - Hanger for CPVC Plastic, Pipe _Single Fastener Strap Type Us uo Size Range -. 3/4" thru 2" CPVC pipe Material Pre -Galvanized Steel :c Function Intended to perform as han erto support CPVC piping used �.. P 9 PP P P 9 in automatic fire sprinkler systems. The product acts as a ;hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which.is supported by this.beam'itself. It is not intended to sup- ` i e from under -a flat horizontal surface, such as a ceilin ' port CPVC p'p g.,�For this type of installation, use the TOLCOO Fig. 23, Double Fastener. Strap.for CPVC Piping. ,Fig, 22, when inverted, with,the hanger tab downward, can function as a restrainer,to prevent the upward movement of the sprinkler head during activation: Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping: May be installed in wood -using -,fasteners supplied with product, or into minimum 20 gauge steel using ,(1) 1/4 x 1 "tek type screw. Meets 'and exceeds the requirements of NFPA 13; ' 13R and 13D. Features -Fig. 22 incorporates features which protect the'pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough_surface., It is'easily attached to the building structure using the special UL Listed hex head self -threading screw" furnished with the product. It is recommended that. rechargeable electric drills fit- ted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed: `Damage has been known to. result from installationsusing impact type tools. No.pre-drilling of a pilot hole in wood is ;,required. F ; Finish — Pre -Galvanized ' Order By — Figure number and CPVC pipe size.: * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. - Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size .A B C 'Spacing (Ft:) Head Size WtJ100 3/4 i 27A6 - 1 -Vie YV1s _ 51h i 5/16 9 1 211/16 17/is 13/116 6' 5/16 9 11/a , 31/is 15/s 13/1 s ` 61h 5/16 11 11h, 35/16 13/4 13/16 7 5/16 12 2. i 3-/a 21/8 13/is .8 5/16 15 --- ---- --- , -------- March 19, 2010 Sprinkler 41a MICROFAST@ AND MicrofastHP® QUICK N1KJ:N:C4]jEjMRESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass -bulb spray sprinklers available in several different finishes and temperature ratings and K -Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) 2. LISTINGS AND APPROVALS _3W cULus Listed: Category VNIV 14 FM Approved: Class 2020 NYC Approved: Calendar Number 219 -76 -SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificate G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. No. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -CPD -2001, 0832 -CPD -2003, 0786 -CPD -40130, and 0786 -CPD -40170 MED Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008 NOTE: Other International approval certificates are available upon request. Refer to the Approval Chart on page 41d and Design Criteria on page 41e for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for Viking Technical Data may be found on use with water working pressures ranging from the minimum 7 psi The Viking Corporation's Web site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http://www.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Chart Nominal K -Factor: Refer to the Approval Chart Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Chart "cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). r Material Standards: w Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06662B and 12282. Brass UNS-C64400 for all other sprinklers. Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 06662B, 06666B, 06765B, and 12104. Copper UNS-C19500 for Sprinkler 12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 067208, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment: Brass UNS-C36000 Form No. F081296 Replaces page 41a -f, dated March 14, 2008. (Updated min. operating pressure for LPCB and CE Approval. Ariripti npw nrntprtivp cnrinklpr ran rPmnvPr/Peri itrhann inctallatinn tnnl Aridpri altPmatP frames matprial } . l Sprinkler 416 March 19, 2010 MICROFASTO AND N41KJW:G*jlMicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS - The Viking Corporation, 210.N Industrial Park Drive, Hastings= 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 • Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Ejector Spring (for Sprinkler 12104): Stainless Steel For Teflon® Coated Sprinklers: Belleville Spring -Exposed, Screw -Nickel Plated,`Pip Cap -Teff_ on®.Coated For Polyester Coated Sprinklers: Belleville Spring -Exposed Ordering Information: (Also refer to the current .Viking price list.) Order Microfase and MicrofastHP® Quick.Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M -/W, -Black. Polyester = M -/B, and Black Teflon® = N `Temperature Suffix ('F/°C): 135°/57° = A, 155°/68 B, 175°/79° = D, 200°/93° = E, and 286°/141 ° = G For example, sprinkler VK302 with a 1/2" thread; -.Brass finish and a 155 'F/68 'C temperature rating ='Part No. 06662BAB Available Finishes And Temperature Ratings;., Refer to Table 1 ; Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available'since 2000). 6. Wrench for Coated and/or Recessed Sprinklers` Part No.12144W/B* (available since 2003) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool- Part No. 15915 (available since 2010.) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W/B. *A'/:"ratchet is required (not available.from Viking). —Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for.sprinklercabinets: Refer to Bulletin F_051808. , Sprinkler Cabinets:. A. Six -head capacity: Part No. 01724A,(available since 1971) .B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation±Standards: 5. OPERATION <During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly..Water flowing through the sprinkler orifice strikes the sprinkler deflector, .forming a uniform spray pattern to extinguish or control the fire. 6. _INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. "AVAILABILITY ' The Viking Microfas? and MicrofastHP® Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporationweb site for the closest distributor or contact The Viking Corporation. 8. ,GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. h ,Y Wrench Flats 181b\ Protective Sprinkler Cap 10896 m Figure 1: Standard Sprinkler Wrench 10896W/B March 19, 2010 4 ' AND MICROFAST MicrofastHP® QUICK ' RESPONSE PENDENT SPRINKLERS. The Viking Corporation, 210 N Industrial Park Drive, Hastings'M149058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@v.ikingcorp.com f TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES d'Srin`kler Tem erature`` p p r' wr G+�; �, . ',. �V..y Maximum Ambient , v- Spnnkler Nominal .. Classifications 91,1k 1,1 41-,; Temp erature'Ratin A + ' 'Ceilid ` Te'm erature2 �'f y r,�.. Bulb Color , -- -Ordinary t 1.n OF (57 °C) 100 OF (38 °C) Orange Ordinary 155 OF (68 °C) .. s -'°100 OF (38 °C)' Red Intermediate 175 OF (79'C) "- 150'F (65 °C). ' Yellow Intermediate 200 °F (93 °C) 150 OF (65 °C) I.,.%, Green 'High 286,°F(141 'C) s.. " 225 OF (107 °C) Blue -Sprinkler Finishes: Brass, Chrome-Enloy®,White`Rolyester,Zia& Polyester, and Black Teflon Corrosion -Resistant Coatings3: White Polyester, Black Polyester, and Black Teflon® " f , . footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on.NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having; Jurisdiction. Refer to specific installation standards. 3 The corrosion -resistant coatings have passed the"standard corrosion test required'by.the approving agencies indicated on pages 41 d. These tests cannot and do not represent all possible corrosive environments. Prior to installation,'verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Notethatthe spring is .exposed on.sprinklers with Polyester and Teflon® coatings:. Sprinkler Wrench 12144W/B** for f= • installing; coated and/or ,recessed - i pendent sprinklers ` q Carefully slide the ` with protective caps.. wrench "sideways around the, protective cap,- ensuring engage- ' - ment with the sprinkler *A 1/2' ratchet ,is required ' wrench flats. (not available. from Viking). Figure 2_ Wrench 12144W/B for Coated and/or Recessed Pendent Sprinklers s Sprinkler4ld L March 19, 2010 MANDICROFASTOrJ bMlJJFRESP0NSE icrofastHP11 QUICK PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com. t: a s p ` r' /1PPro�al +\/hart r 7em erature 'KEY Rnish , Microfase,and;M crofastHP®Quick,Response Sprinklers " ,. a' , Pendent a „ r ,: scut a^ � n (Ii applicable) 9'� A X �— Escutcheon •., - " "' :Maximum 175 PSI (12 bar) WWP t nig �.;. .: ,. _ . ; .. Sprinkler Thread Size Nominal ' Overall listings and Approvals' Base •- SIN K -Factor -.Length, (Refer also to Design Criteria on page 41e.) Part No.' NPT. BSP U.S. metricz Inches mm. cULus4 FMs NYCE VdS LPCB E Standard Orifice- - 06662B VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 1 AIX, B1Y I A3X;'B3YA1X, 61Y A3 T3X, B3Y C3X, BY"C3X, E3Y15 .Large Orifice ` 06666B VK352 3/4" 20 mm 8.0. 115.2 2-3/8" 60 AIX, 131Y A2X, 132Y AIX, 61Y -- A3X C3t3 12104 VK352 3/4" 20 mm 8.0 115.2 2-1/4" ` '58 — G3- — — 067651]1' VK352 1/2" . 15 mm 8.0 115.2 2-3/8" 60-- AIX, 131Y — AIX, 61Y — — - — �i SmallOrifice9 ' f 06718610 VK329 1/2" 15 mm 2.8 • 40.3 2-3/16" '56 AIX, 61Y A2X AIX,, B1Y — — — — 06720B10 VK331 1/2". 15 mm 4.2 60.0 2-1/4"_ 58 A1X, B1Y' ` — AIX, MY — — — 06932B VK331- -- 10 mm 4.2 60.0 2-3/8" 60' -- — -- A3 — G214 - - Maximum_ 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K -Factor ^ Length (Refer also to Design Criteria on page 41e.) Part No' NPT BSP . U.S. metric2 Inches mm cULus4 FM NYC" VdS LPCB E 12282 VK317 1/2" 15 mm 5.6 80.6 .2-1/4" 58' A1X, B1Y, — AIX — — — — Maximum 250 PSI (17 bar) WWP Small Orifice9 1229010- VK342 1/2" 15 mm 2.8 1 40.3 12-3/16'. 56 A1X, B1Y I AIX— Approved Temperature Ratings Approved Escutcheons A- 135 °F (57 °C), 155'F (68 °C), 175 °F (79 °C), 200 °F (93 °C), Approved FinishesX -Standard surface -mounted escutcheon or and 286 °F (141 °C) B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) 1 - `Brass, Chrome-Enloy®, White Poly- , the Viking Microfast® Model F-1 Adjustable C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F ester'•e, Black Polyester7•8, and Black `' Escutcheont2 (141 °C) , Teflon®' ,. Y - Standard surface -mounted escutcheon or D - 135 °F (57 'C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F 2.- Brass and Chrome-Enloy7D the Viking Microfast® Model F-1 Adjustable (141 °C) 3- Brass, Chrome-Enloy®,White Polyester8, Escutcheon12 or recessed with the Viking E - 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) F - 155 °F (68 "C), 175 °F (79 °C); and 286 .°f (141' °C) and Black Polyesters Micromatic® Model E-1 or E-2 Recessed G - 155 °F (68 °C) '4 Escutcheon Footnotes ' Base part number is shown. For complete part.number, refer to Viking's current price schedule... 2 Metric K -factor measurement shown is when presure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. - 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. . = ' 5 FM Approved for use only in wet -pipe sprinkler systems (or preaction systems qualifying as wet systems) for protection of occupancies described in the Factory Mutual Engineering and Research Loss Prevention Data Sheets and Technical Advisory. Bulletins. 8 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219 -76 -SA. ' ' cULus Listed as corrosion resistant. - ' 8 Other colors are available on request with -the same Listings and Approvals as the standard colors. 8 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 10The sprinkler orifice is bushed. - . 1 .1 > "Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16.. . 12The Viking Microfas? Model F-1 Adjustable Escutcheon is considered a surface -mounted escutcheon because it does.not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. 13CE Certified. Standard EN 12259-1, EC -certificate of conformity 0832 -CPD -2001 and nR32-CPn-2nns .. - March 19, 2010 - - Sprinkler 41e The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 , Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269;818-1680 Email: techsvcs@vikingcorp.com - s: DESIGN CRITERIA (Also refer to the Approval Chart'oh, page 41d),' cULus Listing Requirements: v M Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers.r • Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only): ' • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. w FM ARr)royal Requirements: r For installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory, Bulletins contain guidelines relating to, but not limited to:' minimum water supply requirements, hydraulic design, ceiling slope and otistructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. 'F 091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking, sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the.appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations; and also with the provisions of governmental codes, ordinances, and standards, whenever'applicable.' - 1 : Ceiling Opening Size: - 2 -5 ize:2-5%16'(58.7 MM) Minimum 2-1/8' 2-112' (63,5 mm) rnaxiMurl, (54 roM) . 1/2' (15 i m)' NPT t§�181b\ 1-3/4' _ ,- •2=1/4' (44;5 `MM) 2' 1-1/2' (38.1 mm) 1-5/8' (58 MM) (50,8 mm) Minimum (41 Mro) -� Maximum ^ Installed :with a Pendent Sprinkler_ 'i '" standard .1/8' surface- ' Installed with a Microfast . 06662B (VK302) - mounted' escutcheon. Model F-1 'Adjustable Escutcheon Figure 3:- Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 4 d F' J 4 ySprinkler41f March 19, 2010 MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings IVII 49058. - Telephone: 269-945-9501 Technical Services: 87.7-384-5464 ,Fax: 269-818-1680: Email: techsvcs@vikingcorp.com. 5 'Fig. 23 Hanger for CPVC Plastic Pipe Double ;Fastener Strap Type Size Range,— 3/4" thru 3" CPVC ;pipe Material = Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to ,support. CPVC piping used in automatic fire sprinkler systems. Fig. 23 can be installed on the top,.bottom,or side of a beam. The Fig. 23 also functions as a. restrainer to prevent. "the: upward.movement: of. the sprinkler head during activation. - Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) sizes 3/4" thru 2'. to support fire sprinkler piping. May be installed in wood using.fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" z.1'.' tek type screw. . Meets and exceeds the requirements of NFPA 13,13R and 13D. Features — Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge"design protects the CPVC pipe from any rough surface. It also incorporates snap restrain- ers allowing easier and faster installation. Easily attaches.to the building structure using the two UL Listed hex head self thread- ing screws' furnished with the product. It is recommended that rechargeable electric drills fitted with.a hex.socket attachment be used as installation tools. No impact tools (such as a'hammer) are allowed. Damage has been known to result from installations using impact type tools. No;pre-drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By = Figure number and pipe size * Hardened hex head self threading screw is furnished with the . product and is the minimum fastener size acceptable. Dimensions • Weights. CPVC Max. Hanger, Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size WtJ10o 3/4 19/16 13/16 51/2 5/16 9 1 33/8 111/16 13/16 6 5/16 - 9 1'A 4V116 23/32 13/16 61/2 5/16 11 11h 47/16 27/32 13716 7 5/16; 12 2 47/8 27/16 13/16 8 5/16,' 15 21/2 109/32 211/16 13/16 Consult Factory 5/16, 22 3 117/8 3 13/16 Consult Factory. 5/16, 25 abramofN1BCO'- 00 Fig. 24 - Hanger for. CPVC Plastic Pipe. • • Double: Fastener Strap T e -Side Mount p ; Type C �l. US USTED - Size Range — 3/4" thru 2" CPVC. pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed i on the top or on the bottom of a beam. The.Fig. 24 can also function r as a restrainer to prevent the upward movement of the sprinkler:head I during activation: Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. ,May be installed in.wood using, " fasteners supplied with product, or into minimum 20 gauge steel using (2)7.1 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features,which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure_ using the two , UL Listed hex head self threading screws* furnished with the. product.. It g :" is recommended that rechargeable'electric drills' fitted with a hex socket ' attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed.. Damage has been known to result from installations using 'impact R type tools.. No prefdrilling of a pilot We in wood is required. Finish — Pre -Galvanized " Ofder' By' — Fig-ure numbe-r=and .pipe'size * Hardened hex head self threading screw is furnished with.the product and is the, minimum fastener size acceptable. -Dimensions •'Weights" CPVC :,, Max. Hanger Fastener Hex A rox. 9 PP Pipe Size A B C Spacing (Ft.) Head Size WtJ100 3/4 25/i6 15/5213/16. 51/2, 5/16 9 1 2§% 15/16,11 13/6 6 5/16 9 11/4 3 11/2 ' 13/16 61h 5/16 11 11/2 31/4 15/8 13/16 7 5/16 12 2 311/16 .121/31 , 1-V16 •. 8 5/16. 15 f ►TE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 1 RESIDENTIAL FIRE SYSTEMS, INC. (HH) 2871 E. VIA MARTENS ANAHEIM,CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ALLEN RESIDENCE LA QUNITA,' CA 92253 53-539 VIA.MALLORCA DINING ROOM 2 HEAD CALC. Dater 11/9/2011 File No.: 5330 Data File Name: 2-DINING.rdf SPRINKLER SPACING , 256.0 sq. ft./spklr.(max) Max'. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr..to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr:-VK457 Conc.Pend.(16xl6) K=4.90 Calculated K Factor for.Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.73 (Incl., .1 Tee) 0.0 ft. x-0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS, Type: CPVC.HWC: 150.. WATER SUPPLY Source: Public Test Date: 10/21/11 By: CVWD Static: 74.0 psi Resid: 2,0.O*psi F1ow:1500.0 gpm Public Main Size:, 6 in Domestic Demand: 5.0 gpm at node -number 4 SPRINKLER DEMAND No.'Spklrs. Min Spklr'._ Press. .,Node Total Avail. Req'd ' Flowing Flow (psi) No: Flow Press. Press. 1 13.10, - 7.7 20 18.0 74.0. 31.5 2 13..0 7:8, 20 31.3 74.'0 46.8 REVIEWING AUTHORITY RCFD ►TE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2•sprinklers flowing FIXD # END LEN FIT. LOSS EL SP *DISCH,FLOW PF _,PT *DISCH FLOW PF PT 1C NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 7.10 BG ---- -6.0 SRCE ---- 18.0 1.20 31.5 ---- 31.2 3.33 46.8 >0 •2 0.995 6.0 ---- -4.0 ---- ----- 0.09 0.87 29.4 ---- 0.25 0.87 42.6 2 2 185.20 3L -4.0 -4.0 ---- ---- 18.0 2.60 29.4 ---- 31.3 7.24`42.6 >0 3 1.481 12.0,---- -2.0 ---- ---- 0.01 0.87 22.0 --.--" 0.04 0.87 30.51 3 3 5.50 L ---- -2.0 -y-- ---- 18.0 0:12 22-0.---- 31.3 0.32 30.5 ')0 4 1.505 4.0 ---- 1.0 -5 5 0.01 1.30 20:5 5 0:03 1.30 28_9 4 4. 1.00 B ---- 1.0 -5 5 13.0 0.35 20.5 5 26.3 1.28 28.9 >0 5 1.025 7.0 ---- 1.0 ---- ---- 0.04 0.00 20.2 ---- 0.16 0.00 27.6 5 5 2.50 L ---- 1.0 -- ---- 13.0 0.29 20.2---- 26.3 1.07 27.6 ')0 6 1.101 7.0 ---- 3.0 ---- ---- 0.03 •0.87 19.0 ---- 0.11 0.87 25.7 6 6 3.00 3RS ---- 3.0 ---- --,-- 13.0 0.43 19.0 ---- 26.3 1.58 25.7 ')0 7 1.101 11.0 ---- 6.0 ---- --=- 0.03 1.30 1.7.3 ---- 0:11 1.30 22.8 7 7 4.00 ---- 6.0`---- ---- 13.0 0.'12 17.3 ---- 26.3 0.45 22.8' ')0 8 1.101 0.0.---- 10.0.----:-.--- 0.03 1:73 15.41 ---- 0.11 '1.73 20.6 8 8 2.80 L ---- 10.0 ---- ---- 13.0 0:30 15.4 ---- 26.3 1.11 20.6 >0 9 1.101 7.0 ---- 10.0 ---- ---- 0:03 0.00 15:1 ---- 0.11' 0.00 19.5 9 9 10.60 L2B --.-- 10.0--------, 5.3 0.16,15.1,•---- '10.7 0.59 19.5 ')0 10 1.101 17.0 .---- 10.0 ---- ----. 0.01 0.00 15.0 ---- 0.02 0.00 18.9 .0 9 14.10 B ---- 10.0 --- 7.---- 7.7 0.22 15.1 ---- •15.6 0.82 19.5 >0 11 1.101 5.0.---- 10.0 ---- ---- 0.01 0.00 14.9 ---'- 0.04 0.00 18.7 .1 11 0.50 B ----. 10.0 ---- ---- 7.'Y0.0.6 14.9'---- 15.6 .0.24 18.7 ')0 12 1.101 5.0 ---- 10.0 ---- ---- 0:01•'0.00 14.9 -,--- 0.04 0.00 18.4 .2 11 33.20 2LB2R ---- 10.0'----, '---- 0:0 0.00-14.9 ---- 0.0 0.00 18.7 ')0 13 1.101 21.0 ---- 10.0 ---- ---- 0.00 0.00 14.9 - - 0.00 0.00 18.7 .3 13 12.50 R ---- 10.0 ---- .---- 0.0. 0.00':14.,9 ---- 0.0 •'0.00 18.7 .0 14 1.101 1.0 ---- 10.0 =--- ---- 0.00 0.00 14.9 =---''0.00 0.00 18.1 .4 12 10.00 L ---7:.10.0 ---- - - 7.7: 0.20 141:9 ---- 15.6 0.73 18.4 ')0 15 1.101 7.0 ---- 20.0 _--- ---- 0.01 •4.33 10.3 ---- 0.04 4.33 13.4 _5 15 2.30 L ---- 20.0 ---- ---- 7•.7 0.11"10.3 ---- 15.6 0.40 13.4 *)0.16 1.101 7.0 ---- 20.0 ---"- ---- 0.01. 0.00,10.2 --=-. 0.04 0.00 13.0 .6 16 50.60 B5R ---- 20:0,---- ---- 4.8 0.88 10.2 ---- 9.4 3.06 13.0 ')0 17 0.874 8.0 ----. 20.0 ---- ----' 0.01 '0.00''9.3 ---- 0.05'. 0.00 9.9 _7 17 11.10 R ---- 20.0"----_--- -1.8 0.03 9.3 ---- -3.1 0.08 9.9 LTE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 3 >0 18 0.874 1.0 ---- 20.0 ---- ---- 0.00 0.00 9.4 ---- -0.01' 0:00 10.0 .8 17 6.20 B ---- 20.0 ---- ---- 6.6 0.25 9.3 ---- 12.6 0.82 9.9 >0 19 0.874 3.0 ---- 20.0 ----'---- 0.03 0.00 9.1 ---- 0.09 0.00 9.1 .9 19 4.20 LB ---- 20.0 ---- ---- 13.0 1.34 9.1 ---- 13.0 1.34 9.1 ')0 20 0.874 110.0 ---- 20.0 4.67 13.0 0.09 0.00 7.7 13.0 0.09 0.00 7.85 :0 19 4.70 R ---- 20.0 ---- ----, -6.4 0,14 9.1 ,---- -0.4 0.00 9.1 >0 21 0.874 1.0 ---- 20.0 ---- ---- -0.03 0.00 9.2 ---- 0.00 0.00 9.1 :1 21 7.20 B ---- 20.0 ---- ---- 0.0 0.00 9.2 ---- 13.3 1.00 9.1 >0 22 0.874 3.0 ---- 20.0 4.67 --- 0.00 0.00 9.2 13.3 0.10 0.00 8.1 :2 21 8.50 2R ---- 20.0 ---- ----, -6.4 0.27 9.2 ---- -13.7 1.09 9.1 >0 23 0.874 2.0 ---- 20.0 ---- ---= -0.03 0.00 9.5 ---- -0.10 0.00 10.2 !3 23 4.20 LBR ---- 20.0 ---- ----" 0.0 0.00 9.5 ---- 0.0 0.00 10.2 *)0 24 0.874 11.0 ---- 20.0 ---= ---- 0.00 0.00 9.5 ---- 0.00 0.00 10.2 :4 23 3.70 R ---- 20.0 ---- ---- -6.4 0.12 9.5----- -13.7 0.49 10.2 ,0 25 0.874 1.0 ---- 20.0 ---- ---- -0.03 0.00 9.6 ------ 0.10 0.00 10.7 :5 25 7.10 B ---- 20.0 ---------, 1.8 0.03 9.6 ---- 3.1 0.07 10.7 ')0 26 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 9.6 ---- 0.01 0.00 10.6 ;6 25 9.70 B ---- 20.0 ---- ---- -8.2 -0.51 9.6 ---- -16.9 1.94 10.7 ')0 27 0.874 3.0 ---- 10.0 --------- -0.04 4.33 14.5 ---- -0.15 4.33 16.9 !7 27 4.80 R ---- 10.0'---- ---- -5.3 0.10 14.5 ---- -10.7 0.38 16.9 >0 28 0.874 1.0 ---- 10.0 ---- ---- -0.02 0.00 14.6 ---- -0.07 0.00 17.3 :8 28 10.00 2L ---- 10.0 ---- -=-- -5.3 0.43 14.6 ---- -10.7 1.57 17.3 >0 10 0.874 14.0 ---- 10.0 ---- ---- -0.02 '0.00 15.0 ---- -0.07 0.00 18.9 :9 27 30.70 LB3R ---- 10.0 ---- ---- -2.9 0.09.14.5 ---- -6..2 0.35 16.9 >0 16 1.101 15.0 ---- 20.0 ---- --=- 0.00 4.33 10.2 ---- -0.01 4.33 13.0 ;0 26 10.00 L ---- 20.0 -=-- -=-- 1.8 0.04 9.6'---- 3.1 0.12 10.6 '0 29 0.874 7.0 ---- 10.0 ---- ----01.00 4.33 13.9 ---- 0.01 4.33 14.8 •;1 29 11.20 L5R ---- 10.0 ---- =--- 1.8 0.06 13.9 =--- 3.1 0.16 14.8 *)0 30 0.874 12.0 ---- 10.0 ---- ---- 0.00 0.00 13.8 ---- 0.01 0.00 14.7 ;2 30 10.30 4R --=- 10.0 --'-- ---- 0.6 0.00 13.8 =--- 1:0 0.01 14.7 ')0 31 0.874 4.0 ---- 10.0 ---- ---- 0.00 0.00 13.8 ---- 0.00 0.00 14.7 ;3 31 50.90 B9R ---- 10.0--"--= =--- 0.6 0.02 13.8 ---- 1.0 0.05 14.7 ')0 32 0.874 12.0 ---- 10.0 ---- =--- 0.00 0.00 13.8 ---- 0.00 0.00 14.6 ;4 32 2.80 B ---- 10.0 -------- 0.0 '0.00 13.8 ---- 0.0 0.00 14.6 >0 33 0.874 3.0 ---- 10.0 -.--- ---- 0.00 0.00 13.8 ---- 0.00 0.00 14.6 ;5 33 4.60 B ---- 10.01,---- ---= 0.0 0.00 13:8 ---- 0.0 0.00 14.6 >0 34 0.874 3.0 ---- 10.0 -.--- ---- 0.00 .0.00 13.8 ---- 0.00 0.00 14.6 ;6 33-15..60 LR ---- 10.0 ---- ---- 0.0 0.00'13.8 ---- 0.0 0.00 14.6 .')0.3,5 0.874 8.0 ---- 10.0 ---- ---- 0.00 0.00 13.8 ---- 0.00 0.00 14.6 LTE: 11/9/2011 Z:"\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 4 ;7 32 13.70 B2R --- 10.0 --- ---- 0.6 0.01 13.8 - - 1.0 0.02 14.6 ')0 36'0.874 5.0 --- 10.0 ---- ---- 0.00 '0.00 13.8-'--.-- 0.00 0.00 ,14.6 ;8 36 26.00 LB2R ---- 10.0 ---- --- 0:0 0.00 13.8 ---- 0.0 0.00 14.6 >0 37 0.874 12.0 ---- 10.0 ---- -- 0.00 0.00 13.8.-- 0.00 0.00 14.6 ;9 36 2.4.60 7R ---- 10.0 ---- - 0.6 0.01 13.8 - - 1.0 0.03 14.6`, )0'38 0.874 7.0 ---- '10.0 ,----- -- 0•.00 0.00 13.8 ------ 0.00 0.00 14.6 :0 38 7.20 B ---- 10.0 - -- ----- 1_8 0.03 13.8 --- 3.1 0.07 14.6 *)0 39 0.874 3.0 ---- 10.0 ---- -- -0'.00 0.00 13.8'---- 0.01 0.00 14.5 :1 39 10.00 2L ---- 10.0 =--- --- 1.8 0.06 13.8 ---- 3.1 0.16 14.5 >0 18-0.874 14.0 ---- 20.0 ---- ---- 0.00 4.33 9.4 --- 0.01 4.33 10.0 :2 38'23.00 8R -.--- 10.0 ---- ---- -1.2 0.04 13.8 =--- -2.1 0.10 14.6 10 30 0.874 8.0 ---- 10.0 ---- -- 0.00 0.00 13.8 - -- 0.00 0.00 14.7 Node Notes Pipe Notes :gend - Pipe # LEN - Pipe Length _ r , :A - Pipe Diameter FIT. Pipe Fittings W. LN - Pipe Equivalent Length FIXD LOSS - Fixed -Loss Device JMP - Pump Pressure EL - Node Elevation - K -Factor DISCH Discharge'in gpm ,OW - Flow Rate FL/FT -.Friction Loss per Foot Pressure Loss due to Friction PE-- Pressure Loss due to Elevation Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell,'B=TeeBch, R=TeeRun,'C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, The maximum velocity of water flow occurs in,pipe'l at 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs, in pipe,l at 12.89.ft/s with.2 sprinklers flowing. :PE FITTINGS TABLE .pe Table Name standard.npt LGE: B MATERIAL: CPVC HWC: 150 .ameter Equivalent Fitting Lengths in Feet. (in) E L B R C S G X Y Z. 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 101 1.00 7'.00 5.0"0 1.00 1.00 8.00' 2.00' 0.00 0.00 0.00, LTE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 5 ►GE: K MATERIAL: Copper Tube -K HWC.:,150 .ameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun,Couplg SwgChk GatVly AngVly Y Z 995 1.00 2.00 6.00 2.00 2.00 6.00 0.00. 14.00 0.00 0.00 481 2.00 4.00 8.00 3.00 3.00 9.00 0.00 18.00 0.00 0.00 ►GE: L MATERIAL: Copper Tube -L HWC: 150 .ameter Equivalent Fitting Lengths in Feet (in) E L B R. C S G X Y Z ; 45 Ell 90 Ell TeeBch TeeRun-Couplg SwgChk GatVly Ag1Vly Y Z 025 1.00 3.00 7.00 2.00 '• 2:00 7.00 0.00 14.00 '` 0.00 0.00 505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 18.00 0.00' 0.00 Sprinkler system has been -hydraulically calculated with,the HASS HOUSE 3.2 computer program (License No'. 38061304 ) to provide an average imbalance of -0.010 gpm at°each,node and a maximum imbalance of 0.09 gpm with one sprinkler flowing,.and 0.010 gpm at each node and maximum imbalance. of 0.15 gpm with 2 sprinklers flowing in accordance with.NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 r ` (931)' 659-9760 " - r iTE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-DINING.rdfPage 6 WATER -SUPPLY CURVE ^. 67.5 fs P 60.0 P 52.5 S - r SCD 45.0 U R 37.5 x ( 30.0 Y A P 22.5 S ;% 15.0 7.5 0.0 `, 04 8 12 16 20 ,, 24 28 ` - 32 36 40 FLOW (GPM), Static— 74.0 psi, Residuals = 20,.0 psi @ 1500 gpm (1 sprinkler flowing)". T ~(2 sprinklers flowing) A = Available Water Supply' C.= Available Water•Supply 74.0 psi @ 18.0 gpm 'r 7.4:0 psi @ 31.3.gpm R = Required Water.Supply. iD ='Required Water Supply 31.5 psi @ 18.:0 gpm ;, 46.8 'psi @ 31•:3gpm DATE `1-1/9/2011 Z:\5330 ALLEN RESIDENCE\FIRE SPRINKLER\CALLS\l=GARAGE.rdfPage 1 RESIDENTIAL.FIRE SYSTEMS, INC. (HH) 2871 E. VIA MARTENS ANAHEIM,CA 92806 RESIDENTIAL SPRINKLER SYSTEM i HYDRAULICS CALCULATION REPORT FOR ALLEN RESIDENCE LA QUNITA,.CA 92253 53-539 VIA MALLORCA GARAGE 2 HEAD CALC. r Date: 11/9/2011 File No: 5330 Data File Name: 1-GARAGE.rdf SPRINKLER SPACING 225.0 sq. ft./spklr.(max) Max: Dist.,Bet. Spklrs: 15.0 ft. Min. Dist.. Bet. Spklrs: 8.0 Max..Dist. Spklr. to Wall: 7.5 ft'. SPRINKLER SPECIFICATIONS. Mfr: Viking Descr: VK302 Rec.Pend. K=5.60 Calculated K Factor for Arm -Overs & Drops:'" 1.0 ft. x 0.874 in., Drop: K=5.33 (Incl. l Tee) 0.0 ft. x 0.874 in. Arm -Over -.K=5.27 (Incl. 1 Tee, & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC:" 150'. WATER SUPPLY Source: Public Test Date: 10/21/11 By: CVWD Static: 74.0 psi Reside 20.0 psi F1ow:1500.0 gpm Public Main Size: 6 in Domestic• Demand: 5.0 qpm at node number 4 SPRINKLER DEMAND ` No.Spklrs. Min Spklr. Press.. Node Total Avail. Req'd Flowing Flow ' (psi)., No. FlowPress. Press. 1 17.8 11.4 14 `22.8 74.0 35.4 2 17.8 11.4 14'` 41.2 73.9 64.5 REVIEWING AUTHORITY RCFD DATE: 11/9/2011 Z:\5330 ALLEN RESIDENCE\FIRE SPRINKLER\CALCS\1-GARAGE.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW'ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT.. LOSS EL SP *DISCH FLOW PF PT *DISCH PLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 7.10 BG ---- -6.0 SRCE ---- 22.8 1.85 35.4 -.--- 41.1 5.54 64.5 150 2 0.995 6.0 ----- -4.0 ---- ---- 0.14 0.87 32.7.---- 0.42 0.87 58.1 2 2 185.20 3L -4.0 -4.0 -"--- ---- "22.8 4.03 32.7 ---- 41.2 12.04 58.1 150 3 1.481 12.0 ---- -2.0 ---- 0.02 0.87 23.8 ---- 0.06 0.87 41.2 3 3 5.50 L ---- -2.0 ---- ---- 22.8 ,0.18 23.8 ----. 41.2 0.54 41.2 150 4 1.505 4.0. ---- 1.0 -5 5 0.02 1.30 22.3'_ 5` 0.06 1.30 39.4 4 4 1.00 B ---- 1.0 -5 5 17.8 0.62 22.3 5 36.2 2.31 39.4 150 5 1.025 7.0.---- 1.0 ---- ---- 0.08 0.00.21:7 ---- 0.29 0.00 37.1 5 5 2.50 L ---- 1.0 ---- ----- 17.8 0.52 21.7 =--- 36.2 1:93 37.1 150 6 .1.101 7.0 ---- 3.0 ---- ----- 0.05 0.87 20.3 ---- 0.20 0.87 34.3 6 6 3.00 3RS- ---- 3.0 --- ---- ---- 17.8, 0.77 20.3 ---- 36.2 2.85 34.3 150 7 1.101 11.0 ---- 6.0 ---- ----. 0.05 1.30 18.3 ---- 0.20 1.30 30.1 7 7 4.00 ---- 6.0 ----- ---- 17.8 0.22 18.3 ----- 36.2 0.81 30:1 150 8 1.101 0.0 ---- 10.0 ---- ---- 0.05 1.73 16.3 ---- 0.20 1.73 27.6 8 8., 2.80 L ---- 10.0 =--- ---- 17.8 0.54 16.3 ---- 36.2 1.99 27.6 150 9 1.101 7.0 ---- 10.0 -=-- ---- 0.05. 0.00 15.8 ---- '0.20 0.00 25.6 9 9 10.60 L2B ---- 10.0 =--- =--- 4.1 .0.10 15.8 --.-- 8.4 0.37"25.6 150 10 1.101 17.0 ---- 10.0 ---- ---- 0.,00 0.00 15.7'---- 0.01 0.00 25.2 10 9 14.10 B ---- 10.0 ---- -=.-- 13.7 0.64 15.8"=--- 27.8 2.39 25.6 150 11 1.101 5.0 ---- 10.0 ---- ---= 0.03 0.00 15.1 ---- 0.13 0.00 23.2 11 11 0.50 B ---- 10.0---- ---- -4.1 -0.02'15.1 ---- -8.4 0.07 23.2 150 12 1.101 5.0 ---- 10.0 ---- ---- 0,00 0:00 15.1 -=-- -0.01 0.00 23.3 12 11 33.20 2LB2R ---- 10.0 ---- ---- 17.8. 2.97 15.1 ----- 36.2 11.03 23.2 150 13 1.101 21.0 ---- 10.0,5.27 ---- 0.05 0.00 12.1'18.4 0.20 0-00 12.1 13 3 112.50 R ---- 1-0.0.5:27;---- 17.8 0.74 12.1 18.4 17.8 0.74 12.1 150 14 1.101 1.0 ---- 10.0 5.27 17-8 0.05 :0.00 11.4 17.8 0.05 0.00 11.4 14 12 10.00 L ---- 10.0 ---- ---- -4.1 0.06 15.1 ---- -8.4 0.23 23.3 150 15 1.101 7.0 ---- 20.0 --------- 0.00 4.33 10.9 ---- -0.01 4.33 19.2' -15 15 2.30 L ---- 20.0 ---- ---- -4.1 0.03 10.9 ---- -8.4 0.13 19.2 150 16 1.101 7.0 ---- 20:0 ---- ---- 0.00 0.00 10.9"---- -0.01 0.00 19.3 16 16 50.60 B5R ---- 20.0 ---- ---- -1.2 0.06 10.9 ---- -2.3 0.23 19.3 150 17 0.874 8.0 ---- 20.0 ---- ----- 0.00 0.00 11.0 --`-- 0.00 0.00 19.5 17 17 11.10 R ---- 20.0 ---- ---- -0.4 0.00 11.0 ---- -0.8 0.01 19.5 DATE: 11/9/2011 Z:\5330 ALLEN RESIDENCE\FIRE SPRINKLER\CALCS\1-GARAGE.rdfPage 3 150 18 0.874 1.0 ----- 20.0 ---- -- 7- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 18 17 6.20 B ---- 20.0 ---- ---- -0.8 0.00 11.0 ---- -1.6 0.02 19.5 150 19 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 19 19 4.20 LB ---- 20.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 19.5 150 20 0.874 10.0 ---- 20.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.5 20 19 4.70 R ---- 20.0 ---- ---- -0.8 .0.00 11.0' ---- -1.6 0.01 19.5 150 21 0.874 1.0 ---- 20.0 ---- ---- 0•.00 0-00 11.0 ---- 0.00 0.00 19.5 21 21 7.20 B ---- 20.0 ----- ---- 0.0 0.00 11.0 -'--- 0.0 0.00 19.5 150 22 0.874 3.0 ---- `20.0 ---- ---- 0.00 0.00 11.0 ,-.--- 0.00 0.00 19.5 22 21 8.50 2R ---- 20.0 ---.- ---- -0.8 0.01 11.0 ---- -1.6 0:02 19.5 150 23 0.874 2.0 ---- 20.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.6 23 23 4.20 LBR ---- 20.0.---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 19.6 150 24 0.874 11.0 ---- 20.0 ---- ---- 0.0,0 0.00 11.0----- 0.00 0.00 19.6 24 23 3.70 R ---- 20.0 ---- ---- -0.8 0.00 11.0,---- -1.6 0.01 19.6- 150 25'0.874 1.0 ---- 20.0----- ---- 0.00 0.00 11.0 ---- 0.00 0.00 19.6 25 25 7.10 B ---- 20.0 ---- -.--- '0.4 0.00 11.0 ---- 0.8 0.01 19.6 150 26 0.874 3.0 ---- 20.0 -- ---- 0.00 0.'00-11.0 ---- 0.00 0.00 19.6 26 25 9.70 B ---- 20.0 ---- ---- -1.2 0.01 11.0 ---- -2.3 0.05 19.6 150 27 0.874 3.0 ---- 10:0 ---- ---- 0.00 4.33 15.3 ---- 0.00 4.33 24.0 27 27 4.80 R ---- 10.0 ----'---- -4.1 0.07 15.3 ---- -8.4 0.24 24.0 150 28 0.874 1.0 ---- 10.0 ---- ---- -0.01 0.00 15.4 ---- -0.04 0.00 24.2 28 28 10.00• 2L ---- 10.0 ---- ---- -4.1 0.27--15.4 ---- -8.4 1.00 24.2 150 10 0.874 14.0 ---- 10.0 ---- ---- -0.01, 0.00 15..7 --- - -0.04 0.00 25.2 29 27 30.70 LB3R ---- 10.0 ---- - -- - 3.0 0.09 15.3 =--- 6.0 0.34 24.0 150. 16 1.101 15.0 ---- 20.0 ---- ---- 0.'00 4.33 '10.9 -----'0.01 4.33 19.3 30 26 10.00 L ---- 20.0 ---- ----- 0.4 0.00 11.0 ---- 0.8 0.01 19.6 150 29 0.874 7.0 ---- 10.0 ---- ---- 0.00 ..4.33 15.3 ---- 0.00 4.33 23.9 31 29 11.20 L5R ---- 10.0 =--- ---- 0.4 0.00 15.3 ---- 0.8 0.01 23.9 150 30 0.874 12.0 ----, 1Q.0 ----.. ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 .32 30 10.30 4R ---- 10.0 ---- ---- 0.1. 0.00 15.3 ---- '0.2 0.00 23.9 150 31 0.874 4.0 ---- 10.0 ---- ---- 0.00 0.00 15:3 ---- 0.00 0.00 23.9 33 31 50.90 B9R ---- '10.0`--=- ---- 0.1 0.00 15.3 ---- 0.2 0.00 23.9 150 32 0.874 12.0 ---- 10.0 ---- ---- 0.00 0.00 15.3 ---- 0..00 0.00 23.9 34 32 2.80 B ---- 10.0 ---- ---- 0.0 0.00 15.3 ---- 0.0 0.00 23.9 150 33 0.874 3.0 ---- 10.0 ---- -=-- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 35 33 4.60 B ---- 10.0 ---- ---- 0.0 0.00 15.3 ---- 0.0. 0.00'23.9 150 34 0.874 3.0'---- 10.0 ---- ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 36 33 15.60 LR ---- 10.0 ---- ----" 0-.0 0.00 15.3 ---- 0.0 0.00 23.9 150 35 0.874 8.0 ---- 10.0 ---- ---- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 DATE: 11/9/2011 Z:\5330 ALLEN RESIDENCE\FIRE.SPRINKLER\CALCS\1-GARAGE.rdfPage 4 37 32 13.70 B2R ---- 10.0 ---- --- 0.1 0.00 15.3 ---- 0.2 0.00 23.9 150 36 0.874 5.0 ---- 10.0 ---- --- 0.00 0.00 15.3 ---- 0.00 0.00 23.9 38 36 26.00 LB2R ---- 10.0 ---- ---- 0-0 0.00 15.3 =--- 0.0 0.00 23.9 150 37 0.874 12.0 ---- 10.0 - -- ---- 0.00 0.00 15.3 --- 0.00 0.00 23.9 39 36 24-60 7R ---- 10.0 ---- --- 0.1 0.00.15.3 --- 0.2 0.00 23.9 150 38 0.874 7.0 - -- 10.0 -- --- 0.00 0.00 15.3 - -- 0.00 0.00 23.9 40 38 7.20 B -- 10.0 ---- ---- 0.4 0.00 15.3 ---- 0.8 0.01 23:9 150 39 0.874 3.0 ---- 10.0 --- ---- .0.00 0.`00 15.3 - -- 0.00 0.00 23.9 41 39 10.00 2L --- 10.0 ---- --- 0.4_0.00 15.3 ---- 0.8 0.01 23.9 150 18 0.874 14.0 ---- 20.0 -:--- ----' '0.00 4.33 11.0 -==- 0.00 4.33 19.5 42 38 23.00 8R ---- 10.0 ---- ---- -0.3 0.00 15.3 -- -0.5 0.01 23.9 150 30 0.874 8.0 ---- 10.0 --- ---- 0.00 0.00 15.3----- 0:00 0.00 23.9 Node Notes Pipe Note's Legend: P - Pipe # LEN - Pipe Length DIA Pipe Diameter FIT. -_Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP Pump Pressure EL Node Elevation SP - K -Factor DISCH- Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction - PE - Pressure Loss due to Elevation PT Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatV1v,.X= X, Y= Y, Z The maximum velocity of water flow occurs in pipe at 9.39 ft/s with 1 sprinkler flowing.. The maximum velocity of water flow occurs in pipe l at 16.97 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: B MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v. X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 .5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00. 1.00 8.00 2.00 0.00 0.00 0.00 DATE: 11/9/2011 Z:\5330 ALLEN RESIDENCE\FIRE SPRINKLER\CALCS\1-GARAGE.rdfPage 5 PAGE: K• MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet - (in) E L B R C S G X Y Z 45.Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly AngVly Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 14.00 0.00 0.00 1.481 2.00 4.00 8.00 3.00 3.00 9.00 0.00 18.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L• HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly AglVly Y Z 1.025 1.00 3.00 7.00 2.00 2.00 7.00 Or00 14.00- 0.00 0.00 1.505 2.00 4.00 9.00 3.00 . 3.00 10.00 0.00 18.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. .38061304 ) to provide an average imbalance of 0.010 gpm at each node and, a maximum imbalance of 0.13 gpm with one -sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.15 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square - Petersburg, TN 37144 (931) 659-9760 DATE: 11/9/2011 Z:\5330 ALLEN RESIDENCE\FIRE SPRINKLER\CALCS\1-GARAGE.rdfPage 6 WA C R SUPPLY CURVE 75--9°p, 67.5 P I ' D R60.0 E I 552.5. I U45.0 R I E37.5 B I (30.0 S22I.5 I I 115.0 I . 7.5 72 80 0. c8 1624 32 40 48 56 64 FLOW (GPM) = 74.0 psi, Re. -L = zo 0 psi @ 1500 gpm x flowing) (2 sprinklers flowing) = Available WatC = Available Water Supply 74.0 psi @ 22.8 c73.9 psi @ 41.2 gpm = Required•WateD = Required Water Supply 35.4 psi @ 22.8 c64.5 psi @ 41.2 gpm ►TE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-HCLOSET.rdfPage 1 RESIDENTIAL FIRE SYSTEMS, INC.' (HH) 2871 E 'VIA MARTENS ANAHEIM,CA 92806 `RESIDENTIAL SPRINKLER.SYSTEM i HYDRAULICS°CALCULATION REPORT FOR , ALLEN RESIDENCE , LA QUNITA, CA 92253 53-539 VIA MALLORCA HER CLOSET 2 HEAD CALC: s' Date: 11/9/2011 File No: 5330 ; 'Data File Name.1-HCLOSET.rdf •SPRINKLER SPACING ' 400.0 sq. ft./spklr.(max)_ .- Max. Dist -..Bet. Spklrs: 20.0 ft. Min. Dist'. Bet. Spklrs: 8.0 Max.''Dist. "Spklr. to Wall:,10.0 ft. SPRINKLER SPECIFICATIONS :.Mfr: Viking Descr: VK457 Conc.Pend.(20x20) K=4.90 Calculated K Factor for, Arm -'Overs & Drops: 1.0 ft. x 0.874.in. Drop: K=4.71*(Incl. 1'Tee) 0.0 ft'. x 0.874'in. Arm -Over: K=4.67 (_Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 t WATER SUPPLY Source: Public Test'Date: 10/21/11 By:.CVWD Static: 74.0 psi Resid:`_20.0 psi Flow:1500.0 gpm Public Main Size: 6 in �. Domestic Demand: 5.0 gpm.at`node number'4"„'. - SPRINKLER DEMAND No.Spklrs. Min Spklr:.'Press.' Node Total Avail.y Req'd Flowing Flow ,(psi'), No.,' Flow Press. Press. 1 20.0 18.3 '37 25.0 .•74.0 56.4 1 20.0 18.3 37 25.0 74.0 56.4 REVIEWING AUTHORITY RCFD t iTE: 11/9/2011 Z:\5330 Allen Residence\Fire Spr•inkier\Calcs\l-HCLOSET.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler, flowing,* 1 sprinklers flowing FIXD # END LEN FIT.' LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT IC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 -1 7.10 BG ---- -6.0 SRCE ----" 25.0 2.20 56.4 ---- 25.0 2.20 56.4 ,0 2'0.995 6.0 ---- -4.0 ---- ---- 0.17 0.87 53.3.---- 0.17 0.87 53.3 2 2 185.20 3L -4.0 -4.0 ---- ---- 25.0 4.78 53.3 ---- 25.0 4.78 53.3 ')0 3 1.481 12.0 ---- -2.0 ---- ---- 0.02' 0.87 43.7 ---- 0.02 0.87 43.7 3 3 5.50 L ---- -2.0 ---- -----" 25.0 0.21 43.7 ---- .25.0 0.21 43.7 �0 4 1.505 4.0 ---- 1.0 -5 5 0.02 1.30 42.2 5 0.02 1.30 42.2 4 4 1.00. B ---- 1.0 -5 5 20.0 0.77 42.2 5 20.0 0.77 42.2 �0 5 1.025 7.0 ---- 1.0 ---- ---- 0•.10 0.00,41.4 ---- 0.10 0.00 41.4 5 5.2.50 L ---- 1.0 ---- ---- -20.0 0.65 41.4 ---- 20.0. 0.65 41.4 >0 6 1.101 7.0 ---- 3.0 ---- ---- 0.07 0.87 39.9 -"--- 0.07 0.87 39.9 6 6 3.00 3RS ---- 3.0 ---- ---- 20.0 0.95 39.9 ---- 20.0 0.9.5 39.9 ')0 7"1.101 11.0 ---- 6.0 ---- ---- 0.07 1.30 37.6 ---- 0.07 1.30 37.6 7 7' 4.00 ---- -6.0 ---- ---- 20.0 . -0,.27 37.6---- 20.0 0.27 37.6 , ')0 8 1.101 0.0 ---- 10.0 ---- ----- 0.07. 1.73 35.6 ---- 0.07 1.73 35.6' 8 8 2.80 L ---- 10.0 ---- ---- 20.0 6.67 35.6'--,7- 20.0 0•.67 35.6 i0 9 1.101 7.0 ---r 10.0.---- -.---: 0.07 0.00 35.0 ---- 0.07' 0.00 35.0 9 9 10.60 L2B ---- 10.0 - --- ----. 8.2 0.36 35.0 ---- 8.2 0.36 35.0 ')0 10 1.101 17.0 ---- 10.0 ---- ---- 0.01 0.00 34.6 ---- 0.01 0.00 34.6 .0 9 14.10 B ---- 10.0 ---- ---- 11.8 0.49 35.0 ---- 11.8 0..49 35.0 >0 11 1.101 5.0 ---- 10.0 ---- ----• 0.03 0.00 34.5 ---- 0.03 0.00 34.5 .1 11 0.50 B ---- 10.0 ---- ---- .11.8 0.14.34.5 ----" 11.8 0.14 34.5 ')0 12 1.101 5.0 ----' 10.0 =--- ----. 0.03 0:00 34.3 ---- 0.03 0.00 34.3 .2 11 33.20 2LB2R ---- 10.0 '--=- ----. 0.0 -0.00"34,.5 ---- 0.0 0.00 34.5 >0 13 1.101 21.0 ---- 10.0 ---- ---- 0.00 0..00 34.5 ---- 0.00 0.00 34.5 .3 13 12.50 R ----";10.0 ---- ---- .0.0 0.00 34.5 ---- 0.0 0.00 34.5 >0 14 1.101 1.0 ---- 10.0 ---- ---- 0.0.0 0:.00 34.5 ---- 0.00 0.,00 34.5 4 12 10.00 L ---- 10.0---- -- -'"_ 11..8 0.44 34.3 ---- 11.8 0.44 34.3 �.0 15 1.101 7.0 ---- 20.0 ---- ----:. 0.03 4.33 29.6 =--- 0.03 4.33 29.6 .5 15 2.30 L ---- 20.0 ---_ -;--- 11.8 0.24 29.6 --- 11.8 0.24 29.6_ *)0'16 1.101 7.0 ---- 20.0 ---- ---- 0.03 0.00 29.3 =--- 0.03 0.00 29.3 .6 16 50.60 B5R ---- 20.'0 =--- ---- ','6.8 .1`.69 29.3 ----- 6.8 1.69 29.3 ')0 17 0.874 8.0 ---- 20.0 ---- ---.- 0.03 0.00 27.6 ---- 0.03 0.00 27.6 .7 17 11.10 R ---- ,20.0 ---- ---- 10.2 0.72,27.6,---- 10.2 0.72 27.6 iTE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-HCLOSET.rdfPage 3 ')0 18 0.874 1.0 ---- 20.0 ----' ---- 0.06 0.00 26.9 ---- 0.06 0.00 26.9 .8 17 6.20 B ---- 20.0 ---- ---- -3.3 0.07 27.6 ---- -3.3 0.07 27.6 .0 19 0.874 .3.0.---- 20.0 --=- ---- -0.01 0.00 27.7 ---- -0.01 0.00 27.7 .9 19 4.20 LB ---- 20.0 ---- ---- 0.0 0.00 27.7 ---- 0.0 0.00 27.7 >0 20 0.874 10.0 --=- 20.0 ---- ---'- 0.00 0.00 27.7 ---- 0.00 0.00 27.7 :0 19 4.70 R ---- 20.0 ---- ---- -3.3 0.04 27.7 ---- -3.3 0.04 27.7 >0 21 0.874 1.0 ---- 20.0 ---- ---- -0.01 0.00 27.7 ---- -0.01 0•.00 27.7 ;1 21 7.20 B ---- 20.0 ---- ---- 0.0 0.00 27.7 ---- 0.0 0.00 27.7 .>0 22 0.874 3.0 ---- 20.0 ----'---- 0.00 0:00.27.7 ---- 0.00 0.00 27.7 :2 21 8.50 2R ---- 20.0 ---- ---- -3.3 0.08 27.7 ---- -3.3 0.08 27.7 ')0 23 0.874 2.0 ---- 20.0 ---- ---- -0.01 0.00 27.8 ---- -0.01 0.00 27.8 :3 23 4.20 LBR ---- 20.0 ---- ---- 0.0 0.00 27.8 ---- 0.0 0.00 27.8 ')0 24 0.874 11.0 ---- 20.0 ---- ---- 0.00 0.00 27.8 ---- 0.00 0.00 27.8 :4 23 3.70 R ---- 20.0 ---- --=- •-3.3 0.04 27.8 ---- -3.3 0.04 27.8 >0 25 0.874 1.0 ---- 20.0 ---- ---- -0.01 0.00 27.8 ---- -0.01 0.00 27.8 :5 25 7.10 B ---- 20.0 ---- ---- 9.8 0.57 27.8 ---- 9.8 0.57 27.8 ')0 26 0.874 3.0 ---- 20.'0 ---- ---- 0.06 0.00 27:3----- 0.06 0.00 27.3 :6 25 9.70 B ---- 20.0 ---- ---- -13.2 1.22 27.8 ---- -13.2 1.22 27.8 ')0 27,0•.874 3.0 ---- 10.0 ---- ----.-0.10 4.33 33.4 ---- -0.10 4.33 33.4 :7 27 4.80 R ---- 10.0 ---- ---- -8.2 0.23 33.4 ---- -8.2 0.23 33.4 >0 28 0.874 1.0 ---- 10.0 ---- ---- -0.04 0.00 33.6'---- -0.04. 0.00 33.6 :8 28 10.00 2L ---- 10.0 ---- ---- -8.2 0.96 33.6 ---- -8.2 0.96 33.6 >0 10 0.874 14.0 ---- 10.0 ---- ---- -0.04 .0.00 34.6 ---- -0.04 0.00 34.6 :9 27 30.70 LB3R ---- 10.0 ---- ---- -5.0 0.24 33.4 ----. -5.0 0.24 33.4 ')0 16 1.101 15.0 ---- 20.0 ---- =--- 70.01 4.33 2'9.3 ---- -0.01 4.33 29.3 ;0 26 10.00 L ---- 20.0 ---- ---- 9.8 0.96 27.3 ---- 9.8 .0.96 27.3 .0 29 0.874 7.0 ---- 10.0 ---- ---- 0.06 4.33 3'0.7 ---- 0.06 4.33 30.7 ;1 29 11.20 L5R ---- 10.0 ---- ---- 9.8 1.31 30.7 ---- 9.8 1.31 30.7 ')0'30 0.874. 12.0 ---- 10.0 ---- ---- 0.06 0.00 29.3 ---- 0.06 0.00 29.3 ;2 30 10.30 4R ---- 10.0 ---- ---- 7.2 0.45 29.3 ---- 7.2 0.45 29.3 ')0 31 0.874 4.0 ---- 10.0 ---- ---- 0.03 0.00 28.9 ---'- 0.03 0.00 28.9 ;3 31 50.90 B9R ---- 10.0 ---- ---- 7.2 2.00 28.9 ---- 7.2 2.00 28.9 >0 32 0.874 12.0 ---- 10.0I---- ----- 0.03 -0.00 26.9 ---- 0.03 0.00 26.9 ;4 32 2.80 B ---- 10.0 ---- ---- 0.'0 0.00 26.9 ---- 0.0 0.00 26.9 .0 33 0.874 3.0 ----_ 10.0 --------- 0.00 0.00 26.9"---- 0.00 0.00 26.9 ;5 33 4.60 B ---- 10.0 ---- ---- 0.0 0.00 26.9 ---- 0.0 0.00 26.9 i0 34 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00-26.9 ---- 0..00 0.00 26.9 ;6 33 15.60 LR ---- 10.0 ---- ---- 0.0 0.00 26.9 ---- 0:0 0.00 26.9 >0 35 0.874 8.0 ----' 10.0 ---- ---- 0.00 0.00 26.9 ---- 0.00 0.00 26.9 iTE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-HCLOSET.rdfPage 4 ;7 32.13.70 B2R ---- 10.0 ---- -- 7.2 0.59 26.9 ---- 7.2 0.59 26.9 " ')0 36 0.874 5.0 ---- 10.0 ----- ---- 0.03 0.00 26.3 ---- 0.03 0.00 26.3 ;8 36 26.00 LB2R --- 10.0 ---- --- 20.0 •7.96 26.3 ---- 20.0 7.96 26.3 ;0 37 0.874 12.0 ---- 10.0 4.67 20.0 0.21 0.00 18.3 20.0 0.21 0.00 18.3 ;9 36 24.60 7R ---- 10.0 ----" --- -.12.8 2.89 26.3 ---- -12.8 2.89 26.3 >0 38 0.874 7.0 ---- 10.0 ---= -- -0.09 0.00 29.2 ---- -0.09 0.00 29.2 :0 38 7.20 B ----10:0*-77- ---- -10.2 0.61 29.2 =-- -10.2 0.61 29.2 ')0 39 0.874 3.0 ---- 10.0 ---- ---- 0.06, 0.00 29.8 =--- 0.06 0.00 29.8 :1 39 10.00 '2L ---- 10.0 ---- --- -10.2 1.43 29.8 ---- -10.2 1.43 29.8 >0 18 0.874 14.0 ---- 20.0 --- - -- -0.06 4.33 26.9 --=- -0.06 4.33 26.9 :2 38 23.00 8R ---- 10.0 ---- ---- -2.6 0.15 29.2 ,-- -2.6 0.15 29.2 ')0 30 0.874 8.0.---- 10.0 ---- ----- 0.00, 0.00 29.3 ---- 0.00 0.00 29.3 Node Notes . Pipe Notes. !gend Pipe # LEN - Pipe Length .A - Pipe Diameter FIT..- Pipe Fittings. )V. LN - Pipe Equivalent Length FIXD LOSS Fixed Loss Device JMP - Pump Pressure ,EL -'Node Elevation - K -Factor DISCH - Discharge in gpm ,OW - Flow Rate FL/FT Friction Loss•per Foot Pressure Loss due"to Friction PE - Pressure Loss due to Elevation - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch,, R=TeeRun, C=Couplg, :S=SwgChk, G=GatVly, X= X, Y= Y, The maximum.velocity of water flow occurs"in pipe 38 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in'pipe 38 at 10.70 ft/s with 1 sprinklers flowing. :PE FITTINGS TABLE .pe Table Name: standard.npt ►GE: B MATERIAL: CPVC HWC: 150. ` .ameter Equivalent Fitting Lengths in Feet (in) E L B R C .S G X Y Z 45 E11"90 Ell TeeBch TeeRun"Couplg SwgChk'GatVly -X Y Z 874 1.00 7.00 3.00 1.00 .1.00 5.00 2.00 0.00 0.00 0.00 101 1.00 7.00 5.00. 1.00 1.00 8.00 2.00- 0.00 0.00 0.00 ��TE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-HCLOSET:rdfPage 5- iGE: K MATERIAL: Copper Tube -K HWC: 150 .ameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly AngVly Y Z 995 1.00 2.00 6.00 2.00 2.00 6.00. 0.00 14.00 0.00 0.00 481 2.00 4.00 8.00 3.00 3-00 9.00 0.00 18.00 0.00 0:00 ►GE: L MATERIAL: Copper Tube -L HWC: 150. .ameterEquivalent.Fitting Lengths in Feet (in) E L B R C S G, X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly Ag1Vly Y Z 025 1.00 3.00 7.00 2.00 2.00 7.00 0.00 14.00 0.00 0.00 '505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 18.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 38061304 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.09 gpm with 1 sprinklers flowing in accordance.., with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 SouthPublic Square Petersburg, TN 37144 (931) 659-9760 Q, ►TE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\l-HCLOSET.rdfPage 6 j -WATER SUPPLY -CURVE 04 8 12 16 20 24 28 32 36- 40 FLOW (GPM) Static 74.0 psi, Residual 20.0 psi @ 1500,gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C_= Available Water .Supply ' 74.0 psi @'25.0 gpm 74.0 psi @ 25.O gpm B = Required Water Supply �F.D _`Required Water Supply 56.4 psi @ 25.0 gpm _' 56.4„psi @ 25.0 gpm z We Save Lives ,LEN RESIDENCE',.LOT' 49C" 11-022 6-.9-,11, _ PAGE AG 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING .SPRINKLERS ARE•OPERATING IN:. ' ] • TEST -AREA 1 [ ] TEST .AREA. 2 [ ;] TEST AREA 3 [, ]• REMOTE AREA Elevation of sprinklers Elevation-above:iaater test. EF. PT. K ELEU., FLOW PRESSURE -' ft gpm Psi 201 4.90.: 19.03 13.47 7.56 202' 4.90.., 19:8313.00 7.04 =1E SPRINKLER SYSTEM FLOW`IS. 2.6.47 gpm' 1E OUTSIDE HOSE FLOW AT REFERENCE_ POINT N0. I -IS 0.0'0'gpm THE INSIDE HOSE . " . [ =] RACK. SPKLR' S: YARD HYDT. FLOW IS 5.00`'gpm THE FOLLOWING "PRESSURES.& FLOWS OCCUR ---> AT REF: PT.: 1 <--- 'ATIC PRESSURE 70.00'ps ;SIDUAL PRESSURE65:00 psi ..AT 100.00 gpm )TAL SYSTEM FLOW 31.47 gpm 7AILABLEPRESSURE .69.41 psi AT 31:-47 gpm 'ERATING PRESSURE. 25:.03 psi 'AT 31.47 gpm tESSURE REMAINING 4'4.•38 psi 93 7 We Save Lives .LEN RESIDENCE LOT 49C 11-022 6-9-11 PAGE 2 FITTING Equivalent,Length per NFPA 13 1994, 6-4.3 -' Indicates Equivalent Length.- 'T' Indicates Threaded -Fitting. 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ?ROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpn►) (ft) (ft). C TYPE (in) (psi) (Psi.) (Psi) (Psi) (psi) 1 2 26.47 45.30 -9 9.00 120 '9 1.602 0.028 0.000 25.03 23.53 1.51 2 3 26.47 30.00 -18 18.00 120 9 1.602 0.028 0.000 23.53 22.20 1.33 3 4 26.47 10.50 -25 25.00 120 13 1.650; 0.024 4.550 22.20 .16.79 4 5 26.47 0.83 -1 1.00 120 9 1.602 0.028 0.000 16.79 16.74 0.05 5 6 .0.00 "17.17 --11 11.00 120 9 °".1.602 0.000 0.000 16.74 16.74 0.00 6 7 0.00 25.17 -19 19.00 120 9' 1.400 0.0010 0.000 1'6.74 16.74 0.00 7 8 0.00 16.58 -9 9.00 120.' 9; 1.400 0.000 0.000 16.74 16.74 0.00 8 9 0.00 8.00 =1 1.00 120 9 1.400 0.000 0.000 16.74 16.74 0.00 8 11 0.00 6.25 -6 6.00 120 9. 1.400 0.000 0.000 '16.74 16.74 0.00 _1 101 0.00 13.67• -8 8.00 120 9 1.109 0.000 -0.217 16.74 16.96 0.00 9 12 0.00 •6.25 -9 9.00 120 9 1.400 0.000 0.00.0 16.74 16.74 0.00 _2 102 0.00 13.67 -10 10.00 120 9 1.109 0.000 -0.217 16.74 16.96 0.00 5 15 26.47 16.17 -26. 26.00 120 9" '1.602 0.028. 0.000. 16.74 15.57 1.17 _5 16 0.00. 21.50 -3 3.00 120. 9 1.602 0.000 0.000 15.57 15.57 0.00 _6 17 0.00 4.50 '79 9.00 120 9 1.602 -0.000 0.000 15.57 15.57 0.00 .7 18 0.00 14.58 -27 27.00 120 9 1.602 0.000 1.985 15.57 13.59 0.00 _8 19 0.00 12.00 -2 2.00 120 9 1.602 0.000 0.000 , 13.59_ 13.59 0.00 _9 20" 0.00' 38.67 -11 1-1.00. 120 9 1.602 0.000 0.000 13.59 13.59 0.00 ?0 21 0.00 4.58 -9 9.00 120 9 1.400 0.000 1.985 13.59 11.60 .,0.00 ?1 22 0-.00 13.17 -18 18.00 120 9 1.400 0.000 0.000 11.60 11.60 0.00 ?2 151 0.00 1.00 -12 12.00 120 9 1.109 0.000 -0.217 11.60 11.82 -0.00 ?2152 0.00 10.00 -12 12.00 120 9 1:109 0.000 -0.217 .11.60 11.82 -0.00 _5 25 26.47 13.00 -17 17.00 120 9 1.602 0.028 0.000 15.57 14.74 0.83 ?5 26 26.47 9.83. -8 8".00 120 9 1.602 0.028 4.260 .14.74 .-9.99 0.49 ?6 28 26.47 18.08 -10 10.00 120 9 1.4.00 0.053 0.000 9.99 8.48 1.50 ?8 29 2'6.47 10.50 -6 6.00 120 9 1.400 0.053 "0.000 8.48 7.60 0.88 ?9 201 13.47 0.50 -5 5.00 120 9 1.109 0..048 -.0.217 7.60 7.56 0.26 ?9 202 -13.00 9.50 -8 .8.00 120 9-- 1.109 0.045 -0.211 7.60 7.04 0.78 A MAX. VELOCITY OF 5.51 ft./sec. OCCURS BETWEEN REF. PT. 28 AND 29 Sprinkler -CALL .Release"7.2 Win By Walsh Engineering Inc. North Kingstown R.I:_U.S'.A. '^We 'Save 'Lives;. 3584 'La.'Campana' Way, Palm Springs; Ca M ` H Y 'D R A U. L I ,C.•, C .A L C U •L A T I 0 N .S: ' C' 0 V E R S H 'E E T .LEN', -RESIDENCE'. LOT, 49C '11-022" 6-9-11 W A T E R S! U P`_ P .L" Y >TATIC PRESSURE (psi) 70' s , tESIDUAL PRESSURE•(psi) 65 - t iESIDUAL FLOW '(gpm) • .100$ ,B"`0 `0 S T' E R P U M P' S .` "PUMPS 1UMBER OF BOOSTER :0 'S P RJ N.K L - E - R S: 7INIMUM FLOW. PER' SPRINKLER'-.'.-, (gpm). 13' . 4INIMUMPRESSURE PER, SPRINKLER• (psi) 7.04,i"' 'HIS ,SYSTEM OPERATES AT' A••FLOW-,OF , 26'.47 'gpm AT A PRESSURE OF 22.20. •.psi `, 1T. THE BASE OF THE. "RISER': (REF., -,PT:, 3)';- ?IPES USED FOR THIS "SYSTEM ..•.. - .. r ". _ 009 BLAZEMASTER CPVC'� `..013 DYNA-THREAD-40, -" -C100" '&kl2H ' ` - t• r!. `$ -Y.. ' y, - l yam.•'.{; "• f: , v \ ` �, l•_ ' - '- 9 , `. '1 •' ,' ,fes .�. .. #.. ' wry , c� \,'•`• We Save Lives - ,LEN RESIDENCE LOT149C :11-Q22 6-9-11. PAGE, 2 FITTING Equivalent Length per'`NFPA 13 1994, Indicates.,Equvalent Length. 'T' Indicates.'Threaded Fitting 1=95 Elbow, 2=90 Elbow,-.3='T'/Cross,`4=Butterfly Valve,' 5=Gate Valve,,6=Swing Check Valve 'ROM TO FLOW PIPE. FITS EQV. H -W PIPE- DIA. ' FRTC. ELEV. FROM TO DIFF. (gPm) (ft).,. (ft) C TYPE (in) (psi) (psi) (Psi)" (Psi) (psi) 1 2 26.21 45.3.0 '-9. 9.00 120 9_ .1.602 0.027 -0.000 20.88. 19.40 1.48 2' 3 26:21 30.66 -18• 18-.00 120 9 1.602 0:027 0.000 19.40 18.09 1.31' 3 4 26.21 10..50 -25 25.00 120 .13. `1.650 0.'024 4.550. 18.09 12.70 0.84 4 5 26.21 0.83 -1-" 1.00 ;120. 9' _ .' 1.602 0.027 0.000 12.70 12.-65 0.05 5 6 26.21 17.17 711„ 11.0,0 120. 9 1.602 0._027 0.000 12.65 11.89, :-0.77 6 7 26.21 25.17 -19 19.00 120 9 1.400• 0.053 0.000 11.89 9.5.7 2.32 7 8 26.21 16.58, -9 9.00 120.• 9. '1.400 0.053' 0:000 9.57 8.22 1.34 8 9 1'3.00 8.00 -1 1-.00 120 9.' 1.400 0.014 0:000 8.22 8.10 0.13 8 11 .13.21 6.25. -6 6,00•`120" 9 1.400 0.015 0.000 8.22 "8.04 10.18 _1 101 13.21 13.67 -8 8.00 120 9 1:.109 0.046 -0.217 -8.04 7.26 0.99 9 1.2 13.A0 6.25 :>-9 9.00 120 9 1.400 ..:0.014, 0..000 8.10 7.88 0.22 _2 10.2 13.00 13.67 -10. 10.00 120 9 1..109. 0.04:5 -0.217 '7.88 7.04 1.06 5 : 15 -, 0.00 16.17 _-26 ' 26.00 ' 120 9 .1. 602% 0.000 0:000: 12.65. 12.65' 0.00 _5 16 0.00 21.50 -3 3.00 120' 9, 1.602 0..000 0.000 12.65 12.65. 0.00 _6. 17 0.00 -4.50 -9 9.00 120 91:602 0.000 0.000 12.65 12.65 0.00 _T 18 0.00 14.58 -27. , 27.00 120 9 1.602 0.000 1.985 12.65 10.'67 0.00 , 19 0.00 12.00 -2 2.00 120 • -9 1.602. 0,.000. '0.000 10.67 10.67 0.00 .9 20. 0.00 38.67 " -11 11.00 120 9 1:602 0.000--0..000 10.67 10_67 0.00 ?0 21 0.00 4.58 -9 9.00 120 9.. .1.400 '- .1.40 0.,000 1.985 10.67 "8.68 0.00 11 22 0.00 13,.17 -18 ,18:.00 120 9•` 01' 0.000 0.000 8.68 8.68 0.00 ?2 151 0.00 1.00 -12 12.00 120 9 1.109 0.000 -0..217 8.68 8.90 0.00 22 152` 0.00''10.00 -12. 12.00 120 '9 -1.109:, 0.000 -0.217 8.68, 8.90 0.00 .5. 25 0.00. 13.06 -17 17.00' -120. 9 1.602 `0.000. 0.000 12'.65 12.6.5 0.00 ?'5 26 0.00 9.'83 78 8.00 120: ` 9' 1.. 602 . -0.0004..`260 12.65 8.39 0.00 ?6 28 0.00 '18.08 .:-10, 10.00"120_r 8 1.400 0.000 0.000 ,8.39 8.39 0.00 ?8 29 0.00 10.50' -6` 6.00 120" 9 1 400 0.000 0.000= 8.39` 8.39. 0.00 !9 201 0.00 0.50 -5'5.00 120 9 1.109 0.000 -0.217. r8.39 8.61 -0.00 ?9 202 0.00 9.50' • '..:-8 8.00 120 9 1.109' 0.000 -0.217 8.39 8.61 -0.00 A MAX,, VELOCITY. OF 5.46 ft. /sec.. -OCCURS .BETWEEN 'REF. PT. 7' AND - Sprinkler -CALL Release _7.2 .Win By Walsh Engineering',Inc: North Kingstown R.,I.,'U:S.A. a, We. Save. Lives 'LEN'RES I-DENCE':LOT 49C•11.-022 6-9-11 • - -- _ PAGE HYDRAULIC CALCULATIONS AT.SPECIFIED FLOW THE FOLLOWING-SPRINKLERS ARE OPERATING,IN:. AREA' 1 J. ]', TEST AREA 2'. '['.-]".-TEST .AREA 3 ,` {'•. ]' REMOTE AREA Elevation of-sprinklers °;Elevation above"water test.< tEF. PT. K .: '' ELEV -; FLOW` ',: PRESSURE ft gpm ps;i 101 '`` 4.90 10.0.0 13:21 _ 7.26 _ 102' -4.90 10:`00: 13.00 - .7.04 IE .SPRINKLER SYSTEM FLOW'-IS 26.21 gpm IE OUTSIDE HOSE ,FLOW AT REFERENCE "POINT NO .J IS, 0.00` gpm ] THE INSIDE -HOSE [ ] RACK. SPKLR' S. . YARD HY DT ' FL-OW is 5.00 gpm". THE.FOLLOWING PRESSURES`-&.FLOWS.000UR ---� AT REF. PT.-1 <---" 'RTIC PRESSURE 70.00.psi' :. ,SIDUAL PRESSURE 65..00 psi AT, 100:00 gpm: )TAL SYSTEM FLOW.31.21 gpm ZAILABLE PRESSURE" P 69.42.psi AT 31-.21. gpm ?ERATING PRESSURE,,".: 20.88 psi, ; AT 31.21 ,gpm tESSURE REMAINING 48.54_psr - s We Save Lives. ',LEN RESIDENCE LOT 49C 1-1=022 6-9-111, PAGE 1. HYDRAULIC CALCULATIONS'AT:SP.ECIFIED FLOW -. THE, FOLLOWING. SPRI-NKLERS ARES, OPERATING,: IN:,- . ] TEST .AREA,' l • [ , ] TEST. AREA 2 ' - {' _ ] TEST AREA• ,3 •. [ ] REMOTE AREA ' 'Elevation of sprinklers Elevation above%water test., tEF`. PT. K ELEV. - .. FLOW PRESSURE. -- - - ft psi 151 4.90 19.16.,- 13:3.4 - '7.41, 152. 4.'90 19:16 13:00_ 7:04 IE SPRINKLER SYSTEM FLOW. IS 26.34' gpm . IE OUTSIDE :HOSE. FLOW, AT` REFERENCE POINT NO. a IS'_ 0.00 gpm. ] THE INSIDE` HOSE {. ]..: RACK SPKLR' S: ]: YARD HYDT., FLOW ."IS • 500 'gpm. THE FOLLOWING PRESSURES & FLOWS OCCUR,: ---> AT REF—PT. 1 'ATIC PRESSURE. 70.00 --psi ;SIDUAL PRESSURE 65.00,.psi AT 100.00 gpm )TAL 'SYSTEM FLOW 31.34`: gpm 1AILABLE PRESSURE. 69.'42`: psi AT 31.34 gpm ?ERATING PRESSURE -27.50 psi ,AT 31.34 gpm;; 2ESSURE REMAINING' 41.92 psi ' .` ',LEN RESIDENCE We Save Lives LOT 49C 11-022 6-9-11 PAGE 2 FITTING Equivalent Length per NFPA 13 1994,-6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow; 3=1T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve -------------------- ?ROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 26.34 45.30 -9 9.00 120 9 1.602 0.027 0.000 27.50 26.01 1.49 2 3 26.34 30.00 -18. 18.00 120 9 1.602 0:027 0.000 26.01 24.69 1.32 3 4 26.34 10.50 -25 25.00 120 13 1.650 0.024 4.550 24.69 19.29 0.85 4 .5 26.34 0.83 -1 1.00 120 9 1.602 0.027 0.000 19.29 19.24 0.05 5 6 0.00 17.17 -11 11.00 120 9 1.602 0.000 0.000 19.24 19.24 0.00 6 7 0.00 25.17 -19 19.00 120 9 1.400 0.000 0.000 19.24 19.24 0.00 7 8 0.00 16.58 -9 9.00 120 9 1.400 0.000 0.000 19.24 19.24 .0.00 8. 9 0.00 8.00 -1 1.00 120 9 1.400' 0.000 0.000 .19.24 19.24 0.00 8 11 0.00 6..25 -6 6.00 120 9 1.400 0.000 0.000 19.24 19.24 0.00 _1 101 0.00 13.67 -8 8.00 120 9 1.109 0.000 -0.217 19.24 19.46 =0.00 9 12 0.00 6.25 -9 9.00 120 9 1.400 0.000 -0.000 19.24 19.24 0.00 _2 102 0.00 13.67 -10 10..00 120 9 1.109 "0.0001-0.217 .19.24 19.46 -0.00 5 15 26.34 16.17 -26 26.00 120 9 1.602 0.027 0.000 19.24 18.08 1.16 _5 16 26.34 21.50 -3 3.00 120 9 1.602 0.027 0.000 18.08 17.41 0.67 _6 17 26.34 4.50 -9 9.00 120 9 1.602 0.027 0.000 17.41 17.04 0.37 _7 18 26.34 14.58 -27 27.00 120 9 1.602 0.027 1.985 17.04 13.91 1.14 _8 19 26.34 12.00 -2 2.00 120 .9" 1.602 0.027 0.000 13.91 13.52 0.38 .9 20 26.34 38.67 -11 11:00 120 '9 1.602 0.027' 0.000 13.52 12.16 1.37 ?0 21 26.34 4.58 -9 9.00 120 9 1.400 0.:053 1.985 12.16 9.45 0.72 ?l 22 26.34 13.17 -18 18.00 120, 9 1.400 0.053 0.000• 9.45 7.80 1.65 ?2 .151 13.34 .1.00 -12 12.00 120 9 1.109 0.047 -0.217 7.80 7.41 0.61 ?2 152 13.00 10.00 -12 12.00 120 9 1.109 0.045 -0.217 7.80 7.04 0.98 _5 25 0.00 13.00 -17 17.00 .120 9 1.602 0.000 0.000 18.08 18.08 0.00 ?5 26 0.00 9.83 -8 8.00 120 9 1.602. 0.000 4.260 18.08 13.82 0.00 16 28 .0.00 18.08 -10 10.00 120 9 1.400 0.000 0.000 13.82 13.82 0.00 ?8 29 0.00 10.50 -6 6.00 120 9 1.400 0'.000 0.000 13.82 13.82 0.00 ?9 201 0.00 0.50 -5 5.00 120 9. 1.109 0.000 -0.217 13.82 14.04 0.00 ?9 202 0.00 9.50 -8 8.00 120 19 1..109 0.000.-0.217 13.82 14.04 0.00 A MAX. VELOCITY OF 5.,48 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 22 Sprinkler-CALC .Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. We' Save Lives 3584LaCampana Way, Palm Springs, Ca' H Y D -RIA U L I C C A L C O• L A T I 0 N S C.0 V E R S.H E E.T ,LEN RESIDENCE LOT -49C -117022 6-9-11 W T .E R S U P P. L Y :STATIC PRESSURE (psi,) 70 tESIDUAL PRESSURE. (psi)., 65; tESIDUAL.FLOW (gpm) 100 B O.O' S T,,E R - P, U M: P-- S LUMBER OF BOOSTER PUMPS 0 S P,R I N K L.E R S:;; 4INIMUM FLOW PER SPRINKLER (gpm) 13 4INIMUM.PRESSURE PER.SPRINKLER(Psi.) 7..04-•' 'HIS SYSTEM OPERATES AT -A FLOW OF 26.34 gpm AT A PRESSURE OF-'24.69:psi.. _ 1T THE BASE.OF THE RISER (REF., PT. 3) ?IPES"USED FOR THIS SYSTEM ` 009'BLAZEMASTER CPVC " 013 DYNA-THREAD=40 1100 &k12H DATE:'11/9/2011,Z:\5330-Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage. 1 RESIDENTIAL FIRE .SYSTEMS, INC. ,- (HH) �. 2871 E. VIA MARTENS ANAHEIM,CA 92806 , RESIDENTIAL'SPRINKLER SYSTEM ' HYDRAULICS`CALCULATION"REPORT , FOR ALLEN RESIDENCE LA QUNITA, CA 92253 53-539 VIA MALLORCA BATHROOM 4 2 HEAD CALL. Date: 11/9/2011 + File No: ' 5330 ° Data File Name: 2-BATH4:rdf ► SPRINKLER SPACING 400.0 sq. ft.'Vspklr. (max): Max.•Dist".' Bet: 'Spklrs: 20.0 ft: Min. Dist. Bet. Spklrs: 8.0 .Max. Dist`. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS - Mfr: Viking Descr:'VK457`Conc.Pend.(20x2O) K=4.90 CalculatedK Factor .for=Arm-Overs &:Drops: 1.0 ft._x 0.874 in. Drop: K=4.71 (Incl..l Tee), 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS i Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 10/21%11 By: CVWD' Static: 74.0 psi Resid: 20.0_psi F1ow:1500.0 qpm Public Main Size: 6 in . Domestic'Demand: 5`:0 gpm at node number., 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (.psi) No. Flow Press. Press. y 1 20.0 '18.3 24 '25'. 0 •` 74.0 50•. 7 20.0 X18:3,, `' 24 25.. 0 74. 0 50.7 REVIEWING AUTHORITY RCFD r r DATE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS *.1 sprinkler flowing,* 1 sprinklers flowing FIXD P # END LEN .FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN" PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) '1 1 7.10 BG ---- -6.0 SRCE ---- 25.0 2.20 50.7 ---- 25.0 2.20 50.7 150 2 0.995 6.0 ---- -4.0 ---= ---- 0.17 0.81 47.6 ---= 0:17 0.87 47.6 2 2 185.20 3L -.4.0 -4.0 ---- ---- 25.0 4.78 47:6 ---- 25.0 4.78 47.6• 150 3 1.481 12.0 ---- -2.0 ---- ---- 0.02 0.87 38.0 ---- 0.02 0.87 38.0 3 •3 5.50 L ----. -2.0 ---- ---- 25.0 0.21 38.0 ---- 25.0 0.21 38.0 150 4 1.505 4.0 ---- 1.0 _ -5 5 0.02 1.30 36.4 5 0.02 1.30 36.4 4 4 1.00 B ---- 1.0 -5 5 20.0 0.77 36.4 5 20.0 0.77 36.4 150, 5 1.025 7.0 ---- 1.0 - ---- -0.10 0.00,35:7 ---- 0.10 0.00 35.7 5 5, 2.50 L ---- 1.0 ---- ---- 20.0 0.65 35.7 ---- 20.0 0.65 35.7 150 6 1.10.1 7.0 ---- 3.0 ---- ---- 0.07 0.87 34.2 ---- 0.07 0.87 34.2 6 6 3.00 3RS ---- 3.0 ---- ---- 20.0 0..95 34.2 ---- 20.0 0.95 34.2 150 7 1.101 11.0 ---- 6.0 ---- ---- 0.07 1.30 31.9 ---- 0.07. 1.30 31.9 7 7 4.00 ---- 6.0 ---- ---- 20`.0. 0.27 31.9 ---- 20.0 0.27 31.9 150 8 1.101 0.0 ----_ 10.0 ---- ---- 0.07 1.73 29.9 ---- 0.07 1.73 29.9 8 8 2.80 L --=- 10.0 -=-= "----" 20.0 0.67 29.9 -=-- 20.0 0.67 29.9 150 9 1.101 7.0 ---- 10,0 ---- ----, .0.07 '0.00 29.2 ----, 0.07. 0.00 29.2 9 9 10.60 L2B ---- 10.0 ---- .---- 8.2 0.36 29.2 ---- 8.2 0.36 29.2 150 10 1.101 17.0 ---- 10.0 ---- --=- 0.01 0.00:28,.9 ---- 0.01 0.00'28.9 10 9, 14.10 B ---- 10.0 ---- ----11.8 0.49 29.2 ---- 11.8 0.49 29.2 150 11 1.101 5.0 ---- 10.0 ----" -==- 0.03 0.00 28.7'---- 0.03 0.00 28.7 11 11 0.50 B ---- 10.0 ---- ---- T1.8 0:14 28.7 "---- 11.8 0.14 28.7 150 12 1.101 5.0 ---- 10.0 ---- --=-' 0.03 0.00 28.6 ---- 0.03 0.00 28.6 12 11 33.20 2LB2R ----, 10.0 ---.- ---- .0:0 0.00 28.7 ---- 0.0 0.00 28.7 150.13 1.101 21.0 ---- 10:0 --------- 6.00 0.00 28.7 -'--- 0.00 0.00 28.7 13 13 12.50 R ---- 10.0 ----,---- 0:0 "0.00 28.7•.---- 0.0 0.00 28.7 150 14 1-.101 1.0 ---- 10.0 ---- ----•-0.00 '0.00,28.7 ---- 0.00 0.00 28.7 14 12 10.00 L ---- 10.0 -- ---- 11.8``0-43 28.6"--== 11.8 0.43 28.6 150 15 1.101 7.0 ---- 20.0 ---- ---- ,0.03 4.33'23.8 ---- 0.03, 4.33 23.8 15 15 2.30" L ---- 20.0 ---- ---- 11.8 0.24:23.8`---- 11.8 0.24 23.8 150 16 1.101 7.0 ---- 20.0 ---= --=- 0.03 ;0.00'23.6 ---- 0.03 O.OQ 23.6 16 16 5.0.60 B5R ---- 20.0 ---- ---- 6.5 1.512 23_6 ---- 6.5 1.52 23.6 150 17 0.874 8.0 ---- 20.0 ----. ---- .0.03 0.00,22.1 ---- 0.03 0.00 22.1 17 1711.10 R ---- 20.0 -77- ---- 0.6. 0.00 22.1 --- 0.6 0.00 22.1 DATE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 3 150 18 0.874 1.0 ---- 20.0 ---- ---- 0.00 0.00 22.1 ---- 0.00 0.00 22.1 18 17 6.20 B ---- 20.0.----,---- 5.9 0..20 22:1 ---,- 5.9 0.20 22.1 150 19 0.874 3.0 ---- 20.0 ---- -.--- 0.02, 0.00 21.9 ---- 0.02 0.00 21.9' 19 19 4.20 LB ---- 20.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 21.9 150 20 0.874 10.0 ---- -20.0 ---- ---- 0.00 0.00 21.9 - -- 0.00 0.00 21.9 20 19 4.70 R ---- 20.0 ---- .---- 5.9 0.12.21.9 ---- 5.9 0.12 21.9 150 21 0.874 1.0 ---- 20.0 ---- ---- 0.02 0.00 21.8 ---- 0.02 0.00 21.8 21 21" 7.20 B --- 20.0--------,- 0.0 0.00 21.8 ---= 0.0. 0.00 21.8 150 22 0.874 3.0 ---- 20.0 ----:---- 0.00 0.00 21.8 ---- 0.00 0.00 21.8 22.21 8.50 2R ---- 20.0 ---- --- 5.9 0.23 21.8 ---- 5.9 0.23 21.8 150 23 0.874 2.0 ---- 20.0 ----`----. -0.02 0.00"21.5 ---- 0.02 0.00'21.5 23 23 4.20 LBR ---- 20.0 ---- -=-- 20.0 3.18.21:5 ---- 20.0 3.18 21.5 150 24 0.874 11.0 ---- 20.0 4.67 20.0 0.21 0.00.18.3 20.0 0.21, 0.00 18.3 24 23 3'.70 R ---- 20.0 ----.---- -14.1 0.52 21.5 =--- -14.1 0.52 21.5 150 25 0.874 1.0 ---- 20..0 ---- ---- -0.11, 0.00 22.0 ---- -0.11 0.00 22.0 25 25 7.10 B ---- 20..0 ---- ---- -0.6 0.00 22.0 ---- -0.6 0.00 22.0 150 26 0.874 3.0 ---- 20.0 0.00 0.00 22.0 ---- 0.00 0.00 22.0 26 25 9.70 B ---- 20.0 ---- -- -13.5 1.29.22.0 ------13.5 1'.29 22.0 150 27 0.874. 3.0 ---- 10.0 ----- ---- -0.10 4.33 2.7.7 ---- -0.10 4.33 27:7 27 27 4.80 R ---- 10.0 =.--- ---- -8.2 0.23 27.7'---- -8.2 0.23 27.7 150 28 0.874 1.0 ---- 10.0"---- ---- -0.04 0..00 27.9 ------0.04 0.00 27.9 28 28 10.00 2L ---- 10.0 ---- --.-- -8.2 0.97 27.9 -- -8.2 0.97 27.9 150 10 0.874 14.0 ----- 10.0 ---- -'-='-,--0.04 0.00 28.9 ----'-0.04 0.00 28.9 29 27 30.70 LB3R ---- 10.0 ---- ---- -5.3 0.27 27.7 -.--- -5.3 0.27 27.7 150 16 1.101 15.0 ----" 20.0 -- -- -0.01. 4.3323.6 --- -0.01 4.33 23.6 30 26 10.00 L ---- 20.0-----;,---- -0.6 0.01 22.0 ---- -0.6 0.01 22.0 150 29 0.874 7.0 ---- 10.0 ---- ---- 0.00 4.33 26.4'---= '0.00 4.33 26.4 31 29 11.20 L5R ---- 10.0 =---,---- -0.6. 0.01 26.4 ----: -0.6 0.01 26.4 150 30 0.874 12.0 ---- 10.0 ---- ---- 0.00 '0.00'-26.4 ---- 0.00 0.00 26.4 ,32 30 10.30 4R ---- 10:0.---- ---- -0.2 0.00 26.4"----, -0.2 0.00 26.4 150 31 0.874 4.0 ---- 10.0 ---- -.---.- 0.00 0.00 26.4 ---- 0.00 0.00.26.4 33 31-50.90. B9R ---- 10.0-----,---- -0.2>'0.M 26:4 ---- -0.2 0-00 26.4 150 32 0.874 12.0 ---- 10.0 ---- ---- .0.00 0.00 26.4 ---- 0.00 0.00 26.4 34.32 2.80 B ---- 10.0 ---- ---- 0.0 0.00 26.4 ---- 0.0 0.00 26.4 150 33 0.874 3.0.---- 10.0,---- =--- 0,.00 0.00 26.4 ---- 0.00 0.00 26.4 35 33 4.60 B ---- 10.0 ---- ---- 0.0 0.00 26.4 ---- 0.0 0.00 26.4 150 34 0.874 3.0 ---- 10.0 ---- --,-- 0.00 0.00 26.4 ---- 0.00 0.00 26.4 36 33 15.60 LR ---- -10.0-- ---- 0.0',. 0.00 26.4 -- - 0.0 0.00 26.4 150 35 0.874 8.0 ---- 10,0 --'-= ---- 0.00 ,0.00 26.4 ---= 0.00 0.00 26.4 DATE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 4 37 32 13.70 B2R ---- 10.0 ---- - 0.2 0.00 26.4 ---- -0.2 0.00 26.4 150 36 ,0.874 5.0 - -- 10.0----- '- -- 0.00 0.00 26.4 --- 0.00t 0.00 26.4 38 36 26.00 LB2R ---- 10.0 ----------0.0 0.00.26.4 ---- 0.0 0.00 26.4 150 37 0.874 12.0 --- 10.0 - 0.00 0.00.26.4 ---- 0.00 0.00 26.4 39 36 24.60 7R ----- 10.0 ---- ---- -0.2 0.00 26.4 ---- -0.2 0.00 26.4 150 38 0.874 7.0 ---- 10.0 --- 0.00 0.00 26.4 ---- '0.00 0.00 26.4 40 38 7.20 B ---- 10.0,'---- --- -0..6 0.00 26.4,7--- -0.6 0.00 26.4 150 39 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 26.4---- 0.00 0.00 26.4 41 39 10.00 2L = 10.0---- -0.6 0.01`26.4 ---- -0.6 0.01 26.4 150 18 0.874 14.0 -.--- 20.0 ---- ---- 0:00 4.33 22.1----- 0.00 4.33 22.1 42 38 23.00 8R' --- 10.0 ---- ---- 0.4 0.00 26.4 --- 0.4 0.00 26.4 150 300.874 8.0 ---- 10.0 --= ---- 0.00 '0.00.26.4 ---- 0.00 0.00 26.4 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation - SP - K -Factor DISCH -.Discharge .in gpm FLOW - Flow Rate FL/FT,- Friction Loss per Foot PF - Pressure Loss due to Friction PE .- Pressure.Loss due to. Elevation PT - Total Pressure at Node Fitting Code Letters:. E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatV1v, X= X, Y= Y, Z The maximum velocity of "water -flow occurs in pipe, 23 at 10.70 ft/s with l sprinkler flowing. The maximum velocity of water flow occurs in pipe 23' at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name standard.npt PAGE: B MATERIAL: CPVC- HWC: 150 Diameter Equivalent Fitting Lengths -in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00., 1.00 8.00 2.00 0.00 .0.00 0.00 DATE: 11/9/2011 Z:\5330 Allen Residence\Fire Sprinkler\Calcs\2-BATH4.rdfPage 5 PAGE: K MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B. R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly AngVly Y Z ? 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 '14'.00 0.00 0.00' 1.481 2.00 4.00 8.00 3.00,, 3.00 9.00 0.00 18.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L' HWC: 150' Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G. X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly AglVly Y Z 1.025 1.00 3.00 7.00 -2.00 - 2.00 7:00 0.00 14.00 0.00 0.00 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 18:00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 38061304 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.14 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 DATE: 11/9/2011 Z:\5330.Allen Residence\Fire Sprinkler\Calcs\2,BATH4.rdfPage 6 ` i t WATER SUPPLY CURVE" 75.0 67.5 P 60.0 ,R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22 S I 15.0 7.5 0.0 04 8 12 16 20 24 28' 32 36 • FLOW (GPM) Static = 74.0 psi, 'Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) ' (1 sprinklers flowing) A = Available Water Supply C' = Available water Supply 74.0 psi @ 25.0 gpm 74.0 -psi 25.0 gpm B = Required Water Supply _ D'= Required Water"Supply 50.7 psi @ 25.0 gpm 50.-7'psi @ 25.0 gpm . f 40 i y 1 TITLE 24 -Part 6 Energy Conservation Standards..,'Compliance Report (Calculations Based on 2008 Standards Effective 11112019 ALLEN RESIDENCE LOT 49C - THE HIDEAWAY. LA QUINTA, CA .92253 May 18, 2011 Madlin's Job Number: 31560A Project Designer: STRACTS, INC. 51555 DESERT CLUB DRIVE, SUITE 300 UINTA, CA 92253 CITY OF LA QUIP ONE (760) 636-8951 BUILDING & SAFETY APPROVED. FOR CONSTRUCTION ED Madli n s enterprises Catherine M. Madlin, Certified Energy Analyst 760-32275004 / 323-3644 Fax...... - 4 Title 24 Energy Conservation Standards Compliance Report This proposed project has been reviewed for compliance with the State of California Energy Conservation Standards, Title 24, by Madlin s Enterprises. The building design described in this compliance report is in conformance with the standards as outlined in the attached compliance forms and documentation. This report is not to be used to show compliance with Title 24 - Part 11, the 2010 California Green Building Standards Code. Date: May 18, 2011 Job Number: 31560A Designer's Name: STRACTS, INC. Project Name: ALLEN RESIDENCE Project Location: LOT 62D - THE HIDEAWAY, LA QUINTA, CA 92253 Method of Compliance: MICROPAS V8.1 CERTIFIED COMPUTER PROGRAM Orientation of Entry: EAST _ • • rr r r BEC California Association of Building Energy Consultants Catherine M. Madlin Residential R08.90.240 & Nonresidential NR08-90.553 -. Residential R08.89.1596 & Nonresidential NR08.88.3673 ii Catherine M. Madlin, Certified Energy Analyst - 760-322-5004 / 323-3644 Fax Madli s enterprises VVVVVVV It is the responsibility of all contractors providing services and/or equipment for this project to read the Title 24 CF -11L The Summary, of Requirements table on this page is only provided to assist you in understanding the Title 24 requirements outlined on form CF -JR. If tJ:ere is a discrepancy between the two documents, the VF -IR form takes precedence MINIMUM COMPLIANCE REQUIREMENTS ALLEN RESIDENCE d 31560A / Micro as V 8.1 Computer Simulation Plan.Sq.Ft. 4741 Sq.Ft. T24 S .Ft. 2 Story Home: 4858 S .Ft. 17.8% Not Re uired For Compliance Required at Roof — Installed Per Mfg Secs R-38 Batts R-21 Batts — 2x6 Wood Studs Not Required R-30 Batts minimum Not Required For Compliance Gas Heat / Electric Cooling 80% AFUE 14.0 SEER / 12.0 EER — 3`d Party Inspection Required For Compliance — 3`d Party Inspection Required For Compliance - 3`d Party Inspection aly Required For Compliance — 3`d Party Inspection R-4.2 / Attic (CEC Default Value Duct Testing Required — 3`d Party Inspection Standard — Installing Contactor to Design (1 )75 Gallon. Plus . 1 40 Gallon Gas Unit 0.62 EF or Better for 40 Gallon Unit Recirculating with Time and Temp Controls Applicable Mandatory Measures It is the responsibility of all contractors providing services and/or equipment for this project to read the Title 24 CF -11L The Summary, of Requirements table on this page is only provided to assist you in understanding the Title 24 requirements outlined on form CF -JR. If tJ:ere is a discrepancy between the two documents, the VF -IR form takes precedence Madli. s enterprises Catherine M. Madlin, Certified Energy Analyst 760-322-5004 / 323-3644 Fax .. - '. - - - linimum Compliance Requirements - Fenestration Fenestration Type U Factor (maximum) SHGC (maximum) Tested Value. French Door(s) 0.35 0.30- Yes—NFRC Casement 0.35 '0.30 Yes — NFRC Fixed 0.35 0.35 Yes — NFRC Patio Door(s) 0.53 0.30 Yes — NFRC iypica► specincanons: livai rane,'Low h2 1 /Z Wood hrame with Aluminum Clad, Sierra Pacific or Equal Product Glazing: Exterior Shading = Overhangs as Shown on Plans 1US theresponsibility of all contractors providing services; and/or egW,0inent for tiles project to'read etre Tiile 24:CF IR. The Summa'6' of Requirements table on'"."this page is only provided to assist you in understanding flee Title 24; iequirements,outlinedn fo orm CF I1Z If there is a discrepancy between the. two doeumen is. Me CF 1R foim takes precedence.'-;' recedenc& } • i Madli n s enterprises Catherine M. Madlin, Certified Energy Analyst 760-322-56041323-3644 Fax .. - . - . - Post Office Box 1443 Palm Springs,, ; CA 92263-1443 Cmadlin@aol.com Note., ?'a P(an Ckeeker The conditioned floor area (CFA) for the residential plan included in this compliance report was determined using methodology established by the California Energy Commission and detailed in the Title 24 Residential Design Manual Appendix G. See following page for Appendix G excerpt. "The floor area of an interior stairway is determined as the CFA beneath the stairs and the tread area of the stairs themselves." Design Manual Figure G-2 further instructs that the stair area should be included on each floor. The adjusted floor areas are as follows:, Name Plan Sq.Ft. T24 Sq. Ft. Per Appendix G I —Main House 1St Floor 3408 3408 2 - Main House 2°d Floor 829 946 3 - Casita 504 504 Totals 4741 4858 The Title 24 square footage is specific to this calculation and should not be used for other calculations or assessments. Please feel free to contract me if you. have any questions regarding this report. Catherine M. Madlin Certified Energy Plans Examiner No R05-89-5123 Residential . Certified Energy Analyst No. R05-90-630 Residential i w Catherine M. Madlin, Certified Energy Analyst . v 760-322-50041323-3644 Fax Post Office Box 1443 W Palm Springs, CA 92263-1443 w Cmadlin@aol.com, Madlin s entoprzses VVVVVVV Title 24 2008 Building Energy Efficiency Standards Residential Manual Excerpt Conditioned. Floor Area 1.8 Conditioned FloorArea Conditioned floor area (CFA) is the total floor area (in square feet) of enclosed conditioned space on all floors of a building, as measured at the floor level of the exterior surfaces of exterior -walls enclosing the conditioned space. [§101] This term is also referred to in the Standards simply as the floor area. This is an important value for the purpose of compliance since annual energy use is divided by this value to obtain the energy budget: In the prescriptive packages, the maximum fenestration area is expressed. as a percentage of this value. CFA is calculated from the plan dimensions of the building, including the floor area of all.conditioned and indirectly conditioned space on all floors. It includes lofts.and mezzanines but does not include covered walkways, open roofed -over areas, porches, pipe trenches, exterior terraces or steps, chimneys, roof overhangs or parking garages. Unheated basements or closets for central gas forced air furnaces are also not included, unless shown to be indirectly conditioned. The floor area of an interior tairway is determined as the CFA beneath the stairs and the tread area of the stairs themselves. See Figure 1-2 for an example of how CFA is calculated. Area 2 (conditioned Space Outlined) - ------------ NOTE: Stalrares should be included in both the 1st and 2nd ; Itoorareas -------------------- Second Floor First Floor Maailn s enterpfises Catherine M. Madlin, Certified Eneru Analyst 'r 760-322-5004 1323 3644 (fax) . CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER.METHOD CF -1R Page,l. Project Title...:...... STRACTS-ALLEN-LOT-49C Date..05/17/11 14:10:53 ****** Project Address........ LOT 134 - THE HIDEAWAY LA QUINTA, CA 92253 *v8.1* Docuinentation Author... -CATHERINE M. MADLIN'. _****** Building Permit # Madlin's Enterprises - -P.O. Box 1443 - Plan Check Date Palm Springs,.CA' '92263 .760-322-5004 Field Check/ Date Climate Zone...:....... 15 Compliance Method...... MICROPAS8 v8.1 for 2008 CEC.Standards (r03).. MICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin'-s Enterprises _Run -PERMIT CALC 2008'STDS MICROPAS8 ENERGY USE SUMMARY Energy Use Standard- Proposed-, Compliance Percent (kTDV/sf-yr) Design • Design Margin; Improvement Space Heating.. ... = 4.73 5.69 -0.96 -20.3% Space Cooling----, t., 77.11 63.50 13.61 17.6% Ventilation Fans=s 0:68. 0.68 0.00 0.0% Water Heating .. 7.07.' 13.01 -5.94 -84.0% Total 8r9'.,5 9 8.2� 8871.pow 7.5% *** Buildlxng complies with omputer ;Performance-,**;*. * * pHERS Uerifica�t on Regu,red�for Complian ** a x ENERAL+ INFORMATTEON2. xm�-tx'"1'l�.t,f �r L."Ji�'.'1° .ae 4 .,�r.Hxt d.,`.2 �'_r HERS Vellication.•. ... Required n �' x�F.,Conditioned'Floor Area_.'. 4858 sf Build }'ig'•Type. Single Family Detached Coii'struction Type New ' ,- Natural< Gas at Site ...... Yes F Buiidiiig Front Orientation. -Front Facing 75 deg (E) ' Number 'of Dwelling -Units :.. " 1 ' ; Number of Building,Stories._ 2', Weather Data'Type.. ...: .FullYear `. Floor Construction Type....- Slab,On Grade Number of• Building'Zones.. • 2 - Conditioned Volume.. 56241-cf, Slab -On -Grade Area..:... 4416 sf L 'Glazing, Percentage....... 17.8 % of'floor area Average Glazing'U-factor...: 0:38 Btu/hr-sf-F Average Glazing SHGC........ - 0.3. Average Ceiling Height. 11.6 ft Reg: 211-NO02383OA-000000000-0000 Registration Date/Time: 2011/05/17 17:21:42 ''HERS Provider: Ca10ERTS,•Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 2 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 .v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS Zone Type 1.ZONE Residence 2.ZONE Residence BUILDING ZONE INFORMATION Floor ,# of # of Cond--Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height. Area Leakage or (sf) (cf) Units le ioned 'Type (ft)' (sf) Housewrap 4354 51,831 0.90 7.2 Yes Setback 8.0 Standard No 504 '4410 '0.10. 0.8 Yes Setback 2.0 Standard No ATTIC AND ROOF DETAILS Frame R - Roof Roof. Re- Emiss- Frame Spac- Value. Value Vent Mass Rise fleet- ivity Depth ing Above Below Area Vent Roof Type (lb/sgft). ance (in.) (in.) Deck Deck Ratio High 1 . ZONE ;. Tile. Heavy x.3:12 0.08 0.75 3.5 24 oc 0.00 0.00 1/150 0.30 Tile Heavy - 3 1.2 0..0.8 0. 5 3_.5 2 oc 0, 0. .00 1/150 0.30 C U i,Sheath�Salar�Appendrx�� }Frame Area facts {Cavity�ing Act Gans JA4 Locant/ ' Surface Type � (sf) ori R'� a'1 R al Azm�Til Re"�ference'ZC mmenM-9*, ::.. lF_, ,,.:4 '+° �Nt�'i.,!�,.,o; ,, `p3ant3ik3 �f>kN4M?}r....,. �+n3�?.r . t a`. ,1 .: k.p ry.,•r w n�, ��....-. 4 Reg: 211-N0023830A-000000000-0000 Registration Date/Time: 2011/05/17.17:21:42 HERS Provider: Ca10ERTS, Inc lWall t_ Wood 364 0.069 21 0 75 90 Yes 4.3.1 A6 342 0.069 21. • 075 90 Yes 4.3.1 A6 4•Wall Wood : 57 0.069 21 - 0 165 90 Yes 4.3.1 A6 5 Wall Wood, `� 4'42 0.069 21 0_. 165 90 Yes 4.3.1 A6 7 WallWood'; * 536 0.069 21 - 0 -. -255 90 Yes 4.3.1 A6 8 Wall Wood `- 446 0.069. 21 • •0 255 90 Yes 4.3.1 A6 10 Wall Wood 712 0'.069 21 0 345 90 Yes 4.3.1 A6 11 Wall Wood 371 0.069 21 0 345 90 Yes 4.3.1 A6 13 Wall Wood 486 0'.069 21 0 75 90 No 4.3.1 A6 15 Door Wood 21,0.'500 -0 0 .'75 90 No 4.5.1 A4 16 AtticRad Wood 3041 0.025 38 0 n/a' 0 Yes 4.2.1 A21 18 F1oorExt Wood 477 0:034, 30 0 75 180 No 4.4.2 A7 2.ZONE 3 Wall Wood 171 0.069 21 0 .75 90 Yes 4.3.1 A6 6 Wall` Wood 193 0.069 21 0 165 90 -Yes 4.3.1•A6 9 Wall Wood 102 0.069'-21- 0 255 90 Yes 4.3.1 A6 12.Wall Wood' 258 0.069 21 .0 345 90 Yes 4.3.1 A6 14 Wall Wood 105 0.069 21 ;0 75 90 No 4.3.1 A6 17 AtticRad 'Wood 504.0.025 38 0, n/a 0 Yes 4.2.1 A21 Reg: 211-N0023830A-000000000-0000 Registration Date/Time: 2011/05/17.17:21:42 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS PERIMETER•LOSSES Length F2 Insul Surface (ft) Factor R -vat 1. ZONE 19 S1abEdge 2.ZONE 20 S1abEdge Appendix Solar JA4 Location/ Gains Reference Comments 331 0.730 R-0/Oin _ No 4.4.7 Al 95 0.730 R70/Oin No 4.4.7 Al FENESTRATION SURFACES' Standard Slab Edge Standard Slab Edge Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 . ZONE'" 1 Door Back (W) X1;66.6 0.350 0.300 255' 90 Standard French Dr LoE2 2 Door Back (W) 1;67.5 0.530 0.300 255. 90• Standard Pocket Patio Dr LoE2 3 Wind Back (W) ''48.0 0.350.0.300 255 90 `Standard Casement LoE2 4 Door i_ght (N) 68 0.0-350 0.300 3,45 9�0- St ndard French LoE2 5 W nd�Right (N) 9-A$ 0 350035.0 X4:5 90q StandardFixedLo;E2 s 6 Wind Right (N) '9 O a0. 350 0, 35.0 345 X90" Standard Fi ed.�,-�LoE2 7 Wind Right N} � .9_.,0.,,0. 350 0 35-0 345 904 Standard Fixed,. 8 Wind Right fi(N)4'<90�'0.350 0'`350345 r ` .„ ti # ,,90 'iStandard Fixed LoE2 , 9 Inland R�git(N;) 6-&,i-0 3150 M300h34S 90Standard3 CaFsement F LoE:2 �� `' "20 0t0 5d�0'ffbb-�A-sem 0< ',,Sta `lard Case ent�lVoE2 .. tot' 10 Wind Rightt(N)t 11 Wi Front ( E ) . - �{ • • t "a,f �. 6 0;.0 3'50': 0 '3.Q0" � 75��'°�90" Standard Casement LoE2 . 12 Wind Left (S) `2.0.0 0.350 0.300 165 90 Standard Casement LoE2 13• •D'oor1Front (E) x.32: 0 0.350 .0. 300 75' 90 Standard French Dr LoE2 14"'D6or Left x(S) X20.0 0.350 0:300 165 90 Standard French Dr LoE2 15 Wind Left (:Sj;.; '=1 '2.0 0.350-0.350 165 90 Standard Fixed LoE2 16 Door Left (S) x,20.0 0.350 0.300 165 90 Standard French Dr LoE2 17 Wind Left (S) --..,12.5 0.350 0.300 165 90 Standard Casement LoE2 18 Wind Left (S) 12.5 0.350 0.300 165 '90 Standard Casement LoE2 19 Wind Back (W) 6.0.0.350 0.300 255 90 Standard Casement LoE2 20 Wind Back (W) 6.0 0.350 0.300 255 90. Standard Casement LoE2 21 Wind Back (W) 15.0 0.350.0.300 255 90 Standard -Casement LoE2 22 Wind Right (N)• 15.0.0.350 0.300.345 90 Standard Casement LoE2 23 Wind Front (E) 25.0 0.350 0.300 75 90 Standard Casement LoE2 24 Wind Right (N) 12.5 0.350 0.300 345 -90 Standard Casement LoE2 25 Wind Right (N)• 12.5 0.350 0.300 345 90. Standard Casement LoE2 26 Door Front (E)'- 40.0 0.350 0.300 75 90 Standard French Dr LoE2 27 Wind Front (E) 6.0 0.350 0.300 •75 90 Standard Casement LoE2 28 Wind Left (S) 6:0 0.350.0.30.0 165 90 'Standard Casement LoE2 29 Wind Left (S) 6.0 0.350 0.300165 90 Standard Casement LoE2 30 Wind Left (S) 16.0.0.350 0.300 •165 90 Standard Casement LoE2 31 Wind Left (S) 12.0 0.350 0.350 165 90 Standard Fixed LoE2 32 Wind Left (S) 12.0 0.350-0.350 165 90 Standard Fixed LoE2 Reg: 211-NO02383OA-000000000-0000 Registration Date/Time: 2011/05/17 17:21:42, 0 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS Orientation 33 Door Back (W) 2.ZONE 5 e 0� n/a , 34 Wind Right (N) 35 Wind Right (N) 36 Wind Front (E) 37 Wind Front (E) 38 Wind Left (S) 39 Wind Left (S) Surface 1 .,ZONE 1 .D o;t 2 Doo'ri r 3 Wind :4 Door (11,�,_;,-.". W.%ndow� FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 65.4 0.350 0.300 255 90 Standard French Dr LoE2 6.0 0.350 0.300 345 90 Standard Casement LoE2 6.0 0.350 0.300 345 90 Standard Casement LoE2 30.0 0.350 0.300 75 90 Standard Casement LoE2 6.0 0.350 0.300 75 90 Standard Casement LoE2 6.0 0.350 0.300 165 90 Standard Casement LoE2 6.0 0.350 0.300 165 90 Standard Casement LoE2 OVERHANGS Window Overhang Area Left Right .(s`f) Width Height Depth Height Extension Extension a 7..Window 19 5P '1 1 ... , .:0 5 e 0� n/a , n/a 0 t 8.. 5 8/a n/ate 7..Window 9 _0 3>; : ` 3 1 ... , .:0 ;: - .n/a n/a 8 .Window 91'.':b 3 3 1 0 n/a n/a 9 ,Window 6.0 2 3 2.5 2 n/a n/a 10 Window. 2,0.::0 4 5 2.5 2 n/a n/a 11 Window .:: X6:0 2 3 2 2 n/a n/a 12 Window X0:0 4 5 11 0 n/a n/a 13 Door 32.0 4 8 20 0 n/a n/a 14 Door 20.0 2.5 8 1 0 n/a n/a 15 Window 12.0 4 3 1 2 n/a n/a 16 Door 20.0 2.5 8 1 0 n/a n/a 17 Window 12.5 2.5 5 2 2 n/a n/a 18 Window 12.5 2.5 5 2 2 n/a n/a 19 Window 6.0 2 3 2 1 n/a n/a 20 Window 6.0 2 3 2 1 n/a n/a 21 Window 15.0 3 5 2 1 n/a n/a 22 Window 15.0 3 5 2 1 n/a n/a 23 Window 25.0 5 5 2 1 n/a n/a 24 Window 12.5 2.5 5 2 1 n/a n/a 25 Window 12.5 2.5 5 2 1 n/a n/a 26 Door 40.0 5 8 2 1 n/a n/a 27 Window 6.0 2 3 2 1 n/a n/a 28 Window 6.0 2 3 2 1 n/a n/a Reg: 211-NO02383OA-000000000-0000 Registration Date/Time: 2011/05/17 17:21:42 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS Surface 29 Window 30 Window 31 Window 32 Window 33 Door 2.ZONE 34 Window 35 Window 36 Window 37 Window 38 Window 39 Window OVERHANGS SLAB SURFACES Area A t ;lab Type F .., 1 ZONE , lj Standard Slab 3912 , • `: ��`��,� c'� 2ZONE Standard,Slab HVAC SYSTEMS.. Verified Verified Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type :.Efficiency EER or CID Airflow Draw Capacity 1.ZONE Furnace 0.800 AFUE n/a n/a n/a n/a n/a ACSplit 14.00 SEER 12 Yes Yes Yes No 2.ZONE Furnace 0.800 AFUE n/a n/a n/a n/a n/a ACSplit 14.00 SEER 12 Yes No No No Reg: 211-NO02383OA-000000000-0000 Registration Date/Time: 2011/05/17 17:21:42 HERS Provider: Ca10ERTS, Inc Window Overhang Area Left Right (sf) Width Height Depth Height Extension Extension 6.0 2 3 2 1 n/a n/a 16.0 4 4 2 1 n/a n/a 12.0 4 3 2 1 n/a n/a 12.0 4 3 2 1 n/a n/a 65.4 8.17 8 2 2 n/a n/a 6.0 2 3 2 2 n/a n/a 6.0 2 3 2 2 n/a n/a 30.0 5 6 2 2 n/a n/a 6.0 2 3 2 2 n/a n/a ;6..0 2 3 2 2 n/a n/a `,6.,0 2 3 2 2 n/a n/a SLAB SURFACES Area A t ;lab Type F .., 1 ZONE , lj Standard Slab 3912 , • `: ��`��,� c'� 2ZONE Standard,Slab HVAC SYSTEMS.. Verified Verified Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type :.Efficiency EER or CID Airflow Draw Capacity 1.ZONE Furnace 0.800 AFUE n/a n/a n/a n/a n/a ACSplit 14.00 SEER 12 Yes Yes Yes No 2.ZONE Furnace 0.800 AFUE n/a n/a n/a n/a n/a ACSplit 14.00 SEER 12 Yes No No No Reg: 211-NO02383OA-000000000-0000 Registration Date/Time: 2011/05/17 17:21:42 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R• Page 6 ,r Project Title.......... STRACTS=ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 v8•.1 File-31560A1-Wth-CTZ15S08 ' User#-MP0207"',User-Madlin's"Enterprises '-Run-PERMIT.CALL 2008 STDS.. HVAC SIZING_' Verified Total`, -Sensible, Design Maximum Heating • Cooling.-_I.Cooling - Cooling Systeme Load Load Capacity Capacity Type (Btu /hr)� (Btu/hr): (Btu/hr) (Btu/hr) 1.ZONE - Furnace 76015n/a n/:a n/a ACSplitn/a 5801771999 = n/a 2.ZONE Furnace - 11582. -,n/a, •,"n/a. n/a ` ACSplit n/a \ 7090 8737 n/a ' Total 87598- 65057, 80736 n/a -. ` ' Si`zi`ng Location......... LA QUINTA Winter Outside Design: #26 F r _ Wii`ter Inside ,Design• . • . ' ' 70 F r Summer Outside Design...... 111 F Summer Inside Desig 7.5 F ' Summer , g 34 F s x`C57" ss\',.A"c� ,)d ��. DUCT, SXSTEMS'� r if x"'Ue'rified?Verifieci�Vered�. .. Y: ySystem =•,DuctDuct'��:`' �. l ,-�" r.+��;;trr f} �•�,.:�•* �,�-.� 4,�Duct , .Surface °� •buried _, �ri h• Location. ' a� �.� .Type Y _ R .value - Leakage Area ... Ducts l -ZONE "Furnace: ,Attic - _,'Yes, No _ - No Attic. R _ ACSplit ; 4 .2 r Yes No" No 2 . ZONE r' - Furnace Attic R-4:2 Yes, No No` ACSplit Attic -R-4.2 -Yes No No ' • , -- - '. ". �. •� •-,FAN SYSTEMS .•{ •� I �' - Flow , Power , System Type (cfm). " 1.ZONE s Standard a. 97.54 - 2 . ZONE` Standard F11.04 .25 - - •, ' 1. a + • • ., T y . ... `,. ., i .. .� - V , - ... ' Reg: 211-N0023830A=000000000-0000 Registration Date/Timec•2011/05/17 17:21:42 HERS Provider: Ca10ERTS, Inc - CERTIFICATE OF COMPLIANCE: RESIDENTIAL -COMPUTER METHOD SCF-lR Page 7 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises= Run -PERMIT CALC 2008 STDS ._ `WATER HEATING SYSTEMS` Number- Tank External' Heater, in Energy Size Insulation.• Tank Type Type.. 'Distribution'"Type SystemFactor (gal) •R -value DHW 1 LargeStorage Gas Recirc/TimeTemp-. '. =1; n/a 75 R- n/a -DHW GH 2 Storage Gas Standard- 1 0.62- 40 R-n/a WATER HEATING SYSTEMS .DETAIL y Standby Internal Tank Recovery Rated Loss Insulation Pilot .System' Efficiency Input_ Fraction, `R -value Light DHW 1 LargeStor �IPO.80' 75000 Btuh 0.03 R- n/a n/a "'.SPECIAL FEATURES AND MODELING ASSUMPTIONS. "*** tems in thissect7tonR�siould'"be doc"izmtedon they *** r Qac * * ' 4 2'•+. t � hp,, p ' � st'amilled :tbllt f' tuner �,and`'CEC pecif,itcations and':• *** verwi+fied during plan check and field inspection y Ainc i•+- �� •-�.� >�F{aq.�I' Thistbuildingorporates non�yy"standard` Natuzral�`Uenti�vxArea or Uent�He ht S� '�•. >. •eM..i .%` „,fes is• �A `, � t yg•+�p: y, . ;.'+xi ,iR ,f'+� �i . S`r-rE.'' : g.':7.�• ..._xr This building'incorporaUPS ...a.Radi'ant Barrier: This build g.;:inco..,.. tes a'nori-standard Water Heating System. 3� Wit, HERS REQUIRED VERIFICATION *** Items in this`section require field testing and/or *** *** verification by a certified home energy rater under *** " *** the supervision of,a CEC-approved HERS provider -using ***. *** CEC approved testing and/or verification methods and *** *** must be'reporteci on the CF-4R,installation_certificate. *** This building incorporates a'HERS verified Improved.Refrigerant Charge test or the installation of a -HERS verified Charge Indicator Display (CID). If a cooling system is not installed, then HERS -verification is not necessary. This building incorporates HERS,verified•High Energy Efficiency Ratio (EER).'_ This building incorporates,HERS verified Air Handler.Fan Watt Draw. If a cooling system is not installed,' then -.HERS verification is not'necessar.y. Reg: 211-N0023830A-000000000-0000 Registration Date/Time: 2011/05/17 17':21:42 HERS Provider: Ca10ERTS; Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 8 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS HERS REQUIRED VERIFICATION This building incorporates HERS verified Cooling Coil Airflow. If a cooling system is not installed, then HERS verification is not necessary. This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS Zone 1: Main House / Zone 2: Guest House The conditioned square footage in this compliance calculation was determined using''methodology established by the CEC and is detailed in the T24'.^Residential Design Manual. For Title 24 the conditioned floor area of a two story home is the listed cond- itioned floor ond- itionedfloor area +the_flxoor area beneat the s�t�sandthe tre d?ar'ealof the st#a'rs ,thems:elve For this calculation ,an ' addrtitonal X100 sq f �:�=has been added for the.: tairwell This flood^area sh uld not be,used foray,oterassess ent or ca1'culation xu.f The values�kand+�'materialsulsect*in�rtiis�comp, lianceort'fol`i�oarer the minimum required�'to,`=show�compl arice -with Title `24...Energy Conservation Standards. -The owner. may (at his/her option) install bett r materials without additional compliance calculations. The HVAC load calculations included in this compliance report are for permit pii-rposes only. The installing HVAC contractor is responsible for"determing the HVAC design loads and equipment selection(s). The HVAC design shall be done in accord- ance with industry standards. The load calculation in this report considers ambient temperature load, solar gain, people and a fixed latent heat gain percentage. This basic load must be adjusted for additional design conditions and system/equipment performance! The HVAC filters shall be MERV 6 or better. The builder/contractor/installer of the mechanical ventilation system shall meet the new ASHRAE 6.2 requirements and provide a calculation of the required whole -building ventilation airflow rate and selection of the whole -building ventilation system type and equipment (fans). The installing contractor shall document compliance on Form CF-6R-MECH-05. For more information Reg: 211-N0023830A-000000000-0000 Registration Date/Time: 2011/05/17 17:21:42 HERS Provider: Ca10ERTS, Inc ,CERTIFICATE OF COMPLIANCE:. RESIDENTIAL COMPUTER'METHOD'- CF -1R Page 9 A------'-- MICROPAS8 v8.1 File -31560A1' Wth-CTZ15S08 User#-MP0207,. User-Madlin'"s Enterprises- Run -PERMIT CALC 2008 STDS • .. 1. - - : REMARKS' see the,Residential.Design Manual Chapter 4 section 4.8. All contractors and subconstractors are responsible to meet the.. requirements of Title 24 Mandatory,Measures related to their work.- Compliance ork:Compliance Form CF-6R.Iristallation Certificate is required to be completed by installing contractors during various phases of construction. The`2008 code'has increased the number,of forms. All Installation Certificates are'available`at" the`.CEC website. http://www.energy.ca.gov/title24/2008standards/residentia html l manual CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 10 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 MICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... ANTON MARINKOVICH Name.... Company. STRACTS, INC. Company. Address. 51555 DESERT CLUB DR, 300 Address. LA QUINTA, CA 92253 Phone... 760-636-8951 Phone... License. Signed. Nam'd T il:e o (date) ENFORCEMENT AGENCY DOCUMENTATION AUTHOR CATHERINE M. MADLIN Madlin's Enterprises P.O. Box 1443 Palm Springs, CA 92263 760-322-5004 Signed.. (date) �5%, i/ SP Signed.. L.ABEC California Association of Building Energy Consultants GLK I It -ILD LNLKGY ANALYST Residential RO8-90-240 & Nonresidential NRO8-90.553 . Residential R0S-89.1596 & Nonresidential NRO8.88-3673 Electronically Signed at CalCERTS.com by Anton Marinkovich (Stracts Inc.) 5/17/2011 Electronically Filed by CATHERINE M. MARLIN and Authenticated at Ca10ERTS.com - 5/17/2011 Reg: 211-NO02383OA-000000000-0000 Registration Date/Time: 2011/05/17 17:21:42 HERS Provider: CalCERTS, Inc Mandatory Measures Summary MF -1R Residential (Page I of 3 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -19 CF -IR -ADD, or CF -IR ALT Forn?) shall supersede the items marked with an asterisk(*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the AdF--IR Form with plans. DESCRIPTION Building Envelope Measures: §116(a)]: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets therequirements of §10-11 l(a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. § 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1R Form. *§150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. *§150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor penueance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150(e)IA: Masoury or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are Prohibited. Space Conditioning, Water Beating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, sbowerheads, faucets and all other regulated appliances are certified by the Energy Commission. § I13(c)5: Water heating recirculation loops.serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pumpisolation valve, and recirculation loop connection requirements of § 113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than :150 Btu/hr are exempt), and pool ands a heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACOA. §150(1): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1 506)IA: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 1500 )IB: Unfired storage tanks, such as storage tanks or backup tanks for.solar water -heating system, or other indirect hot water.tanks have R-12 eklemal insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1506)2: First 5 feet of hot and cold water pipes closest to water heater•tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150=B. §1506)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A: §1506)2: Pipe insulation for steam bydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. § 1500)3A: Insulation is protected from damage, including that,due to sunlight; moisture, equipment maintenance, and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. onno^- - August 2009 w Mandatory Measures Summary MT -1R Residential (Page 2 of 3 150(i )4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: §150(m)l : All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-42 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §I50(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. § 150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § I50(m)7: Exhaust fan systems have back draft or automatic dampers. § I50(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § I50(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § I50(m)10: Flexible ducts cannot have porous inner cores. § 150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater, a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance beating or a.pilot light. § 114(6)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating § 114 (b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak- electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: § 150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat -Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a.low efficacy luminaire asified by § 150(k)2. §150(k)3: The wattage of permanently installed Iuminaires shall be determined as specified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 11%tis or greater shall be electronic and shall have an output frequency no less than.20 kHz. §150(k)5:. Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table150-Cand shall not contain a line -voltage socket or.line-voltage lamp holder, OR shall be rated to consume.no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket §150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls.shallmeet the requirements of §150(k)7. §150(k)8: A.minimum of 50 percent of the total rated wattage of permanently. installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units:less than or equal to 2,500 ft or 100 watts for dwelling units larger than 2,500 ftp may be exempt from the 50% high effrcacy.requirement when: all low efficacy luminaires in the kitchen are controlled by manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in.garages, laundry rooms, closets greater than 70 square feet; and utility rooms are high efficacy and controlled by a •' .'manual,on occupant sensor.. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet §150(k)10: Permanently installedluminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shallbehigh efficacy. . wud itesraennat c.omp[icmce P&ms August 2009 Mandatory Measures Summary MF -1R Residential (Page 3 of 3 EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupant sensor. §150(k)] 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual -on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently, mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a pbotocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (FMCS) not having an override or bypass switch that allows the luminaire to be a]ways on EXCEPTION 2: Outdoor luminaires used to comply with Exception]. to § 150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). § 150(k)] 5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146 § 150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119. ,August 2009 Residential L. ght n Com lia'nce Madlins enterprises Catherine M. Madl in, Certified Energy Analyst 760-322-5004 / 323-3644 Fax Post Office Box 1443 Palm Springs, CA,92263-1443 Cmadlin&ol.com RESIDENTIAL KITCHEN .LIGHTING CF -6R -LTG -01 Table(b) Madlin's Enterprises Project Title: Allen Residence Date: 5/17/2011 'Job: 31560A Luminaire Type High Efficacy?, Watts ' x Quantity High Efficacy Watts or Other Watts Incandescent .No Y ,.75 x 0 = or 0 CFL -1 Fluorescent'Yes- 32 x, 15 = 480 or T5-36" Fluorescent Yes 21 x 2 = : 42 or T5-24" Fluorescent Yes, 18. i' 2 = 36 or x = or x = or x = or x _ or x _ or x = or Total A: 558 13: 0 COMPLIES IF A >_ B This T24 worksheet is to provided to determine if the kitchen lighting complies with the Standards requirements. Any kitchen lighting' plan that has atleast 50% of the -lighting wattage provided by high efficacy luminaires is in compliancewith the Standards. The installing contractor shall::provide..at the job site a CF -6R -LTO -01 that reflects the.final.installed lighting -compliance. The compliance Table(b) shown above is a preliminary compliance calculationbasedo'n'We:proposed lighting plan, which may change during construction. Maatin s H. V.A. C. Load Calculation HVAC SIZING HVAC Page 1 Project Title.......... STRACTS-ALLEN-LOT 49C Date..05/17/11 14:10:53 Project Address........ LOT 134 - THE HIDEAWAY ****** - LA QUINTA, CA 92253 *v8.l* Documentation Author... CATHERINE M. MADLIN ****** Building Permit # Madlin's Enterprises P.O. Box 1443 Plan Check / Date Palm Springs, 'CA 92263 760=322-5004 Field Check/ Date Climate Zone........... 15 Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) FMICROPAS8 v8.1 File -31560A1 Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS GENERAL.INFORMATION.� Floor Area....... .. .. 4858 sf Volume.. ................. 56241 cf Front Orientation.......... Front Facing 75 deg (E) Sizing Location............ LA QUINTA Latitude. ....... ' ... 33.8 degrees Winter Outside Design.. 26 F Winter Inside. Design ......... 70 F. Summer.0utside Designi....':.. 111 F Summer Inside Design........ 75 F Summer Range........... 34 F Interior Shading Used..:... Yes Exterior Shading Used...... Yes Overhang Shading Used...- -Yes Latent Load Fraction....... 0.24 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description- (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 41333 18653 Glazing Conduction and Solar..... 14609 20719 Infiltration.. ............... 20072 12289 , Internal Gain......... ...... n/a 3440 Ducts ... ............ ..... 11584 9957 Sensible Load ..................... 87598 65057 Latent Load........................ n/a 15679 • Minimum Total Load 87598' 80736 Note: The loads.shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant. design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment,.oversizing safety margin, etc., must also be considered. It is the HVAC designer''s responsibility to consider all factors when selecting the. HVAC equipment. HVAC SIZING HVAC Page 2. Project Title.....,.:.. STRACTS-ALLEN-LOT 49C Date._05/17/11 14:10:53 MICROPAS8 v8.1. File -31560A1. Wth-CTZ15S08 User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALC 2008 STDS HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE '1.ZONE'. Floor Area... ............ ... 4354 sf Volume... ..... 51831 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 3428.9 15969 Glazing Conduction and Solar..... 136.85 19059 Infiltration.... .......... -17989 11014 Internal Gain:: ...... n/a 3096 Ducts.... .. .. .............. 10052 8880 Sensible Load.. .... ..... .. 76015 58017 Latent. Load.. ............ .... n/a 13982 Minimum Zone Load 76015 71999 ZONE 12.ZONE' Floor Area....,.,..' ... ....... .... 504 sf Volume... ... ........... 4410 cf' Heating Cooling Description. (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 7044 2684 Glazing Conduction and Solar..... 924 1660 Infiltration..... .. ...... 2082 1275 Internal Gain............ .... n/a 344 Ducts.... ..... 1532 1078 Sensible Load.. .... ........... 11582 7040 Latent Load.. ... ........ ... n/a 1697 Minimum Zone Load 11582 8737 a Addendums and Notes :r: Madlin S enterprises Catherine M. Madlin, Certified Energy Analyst Iv Certified Energy Plans Examiner .:.. - .. Phone: 760-322-5004/ W Fax: 323-3644 W MadlinT24@aol.com Title 24 2008 Building Energy Efficiency Standards Residential Excerpt - Roof Radiant Barrier Mandatory Measures 3.3.3 Radiant Barriers - Radiant "Barrier Requirements ' The prescriptive requirements .call for a radiant barrier in Girnate. zones with significant cooling loads (2, 4, and,8 through.95). The radiant barrier is a reflective material that reduces radiant heat transfer caused by solar heat gain in the roof. Radiant barriers reduce the radiant gain to air distribution ducts and insulation focated below. the radiant Hamer. In fife performance approach, radiant barriers are. modeled as separate adjustments to the. heating U -factor and the cooling. U - factor., The diict efficiency is also affected by the 'presence of a radiant barrier, . with the performance approach. Radiant Barrier Cons vection Pmcfice To:qualify,`a'radiant barrier must have an emittance of 0.05 or less. The product v must be tesied according to 'ASTM C-1371-98 or ASTM E408-71(2002) and must be certified by the Department of consumer AffairsZ.'Radiant barriers'mustalso meet installation criteria as specified in -Residential Appendices RA422 (Section ' RA422 is alosused in Appendix D of alis document) . . , r�p�od ,. The most conimrin:way . meeting ttie radiant barrier requirement is to use roof sheathing that hasa radiant barrier bonded to it in the factory. • Oriented strand board (OSB) is the most coir mon .material available'with a` factory -applied radiant harrier_ The sheathing is installed with the radiant barrier•(shirry side)facing down; toward the attic space_ Alternatively; a radant barrier material that meets the r. same ASTM test and moisture perforation requirements that apply to factor)+- 'laminated foil can be field4aminated- Field lamination must use.a secure ,,- - mechanical means of holding the foil to the':bottom-of the ibof deddng such as ' staples`or_nails.that do not.penetrate.all the.way through the roof deck material- Otheracceptable'methods are to drape plbit type radiant barrier over the top of the top` chords before the (sheathing is installed, stapling the radiant barrier , - �:between the top chords'after the sheathing is installed, and stapling the radiant ':barrier to the underside of ttte.tnisslrafters (top 'chord). For -these .instaffation • Residential Appendices RA42 2.. The minimum spacing as described rn methods the foil must be installed wilfl spaciri re ' k spacing re uirements do not .gpply to this installation since Al s corisiderr d a "laminated. system_ - w >�Installatianof radiant barriers is somewt at'more challenging in #tetcase elf closed '� ' Y .s z iafter spaces vtirtien 'sheatfung is installed that does not,inGude a laminated foil - i4 Foil may be`field-laminated. after the'sheathing has been installed by "laminating" , r - , ,r: '`the foil :as describeii above to the roof sheathing between framing members. This y r - construction' type is described in the Residential antral Appendices RA 422. ' t ' iA3 T1 a s ,.r.. r �?.ir� �' u� i4 �'•t-a s¢'x;. v�.,,�' 1 ^N ' { �s�+rr _ -'" � 4Gi �.,..+.dit � f� 2008 Addendum Radiant Barrier doc ,fit ^ �; ' , { ,. x :.i. .a.', x. `cw _ryt3. .y '# %� Y! ' •e�,j Ct y Z�.µ�.,x l��"f ,a S i.. 3 ,(er„�`� ': � +LZ Si , spy flay +Ess Fit � .! : A :..h -r�ht - :} Ir;; ; `:.., • of ` ,!:,k:+ �; Y- '.i Sy � - • r K `1. � �.� b�.."t�i k �t �" � . k�.•, t x f -•t:` �• .. ` ,t. Madlin S enterprises ♦vvvvvv Title 24 2008 Building Energy Efficiency Standards Residential Excerpt Roof Radiant Barriers Mandatory Measures See Figure 3-11 for drawings of radiant barrier installation methods. of Dei* rig Rafter Roof Deddnq Rafter AirSpaoe Air Space 1. t26idldnt " Radiant Barrier a Barrier tnauttxtion ` insulation joint -f i� Y 3.:' .joist Z 7 ks ry •r .._.. .. S{ "' ' Method t: Radiant Barrier Draped Mathod 2: Radiant BanierAttached Om Top of TruWtaf(ar Between TnxwRafwm Roof DecidnoRoof Ratter Deddrig Rafter Air Space r'' y Radiant r: Radiant �' Barrier Barter �t Insulation- a" In9Jiat4On .toast Ajja frr Y dalst ` ti ti r :1 d•\+fit r'e� ate'.. .t.vfi' i. "'.�'n Method 3: Radiant BeaierAtteOwd to Method 4; Radiard'BaMerAnached to SOMIM Of TrusdRaftar tinderade of Roof Back 'Figure 3-11 - Methods of instaf/ation for Radiant Barriers 2008 Addendum Radiant Barriencloc Catherine M. Madlin, Certified Energy Analyst w Ceriif►ed'Energy Plaits Examiner Mallin s enterprises Phone: 760-322-50041 v' Fax: 323-3644 v MadlinT24@aol.com ...... Title 24 2008 Building Energy Efficiency Standards Residential Excerpt Insulation 'Mandatory Measures 3.3.1 Mandatory Measures. '.A number of mandatory easuresi.apply o insulation in general, and those are cover= Madlin s enterprises Title 24 2008 Building Energy Efficiency Standards Residential Excerpt Insulation Mandatory Measures 3.2.2 Mandatory Measures Urea Formaldehyde Foam Insulation §118(b) Urea formaldehyde is.restrieted'by-§1553 of CBC Title 20. If such products are certified, this is'verification that the restrictions of §1553 were met. The restrictions in. Standards §118 also apply, which allow the use of urea formaldehyde foam insulation only if • it.isinstalled in exterior side.walls;: •and • a. four -mil -thick •(0.1 . mm) plastic polyethylene vapor barrier or equivalent plastic sheeting vapor barrier is installed between the urea formaldehyde foam insulation and the interior space in all applications. Flame Spread Ratings §118(c) California Standards for lnsulating,Materials,require'fhat all exposed installations of faced mirieral :fibecand mineral aggregate .insulations must. use fire retardant -facings.Exposed installations are those ' fiere the insulation -facings do not : -touch a,ceiling, wall or floor surface,'and faced bans on the underside of roofs with an air space between the ceiling' and facing_ These installations require "insulation: that has been tested and certified not to exceed a flame spread of 25 and'a smoke developinerit rating, of 450. - flame spread ratings andsmoke development ratings are shown on the insulation or packaging ,material or may be obtained from the manufacturer_ 77 IL 6 2008 Addendum Insulation Vi.doc Madlin s enterprises Title 24 2008 Building Energy Efficiency Standards Residential Excerpt Insulation Mandatory Measures 3.3.2 Ceiling/Roof Insulation M. - datory Measures §9 98ie) §9 50(a) §i50(b) These sections are also shown in Appendix 8 of this document. The following mandatory measures apply specifically to roof and ceiling insulation: • When insulation is installed in the attics of existing buildings, at least R=38 must 'be installed in' climate zones 1 and, 16 .and at least R-30 in the other climate zonesAnsulation in roof/ceiling canstruciions .must be placed in direct -contact with the infiltration barrier: In most cases the attic is ventilated and theJnfiltration barrieris the.drywall ceiling; in .this case,'1he insulation must lie directly\ n.top'of.the ceiling.' sr . Wood framed ceiling/roof 603hstrtktion assemblies must have at least R-19.: insulation or`a:maximum 0-factor,of:0-:051 based on 16 inch (40 cm) on' center wood,framed rafter,roofs, as -determined from the Reference Joint•;,. yAppendix JA4 The equivalent U -factor is from Table -4.2 2, entry. A5, n+hich77 - insulation in a .wood framed rafter roof • Some areas of the" ceiling/roof can fail to ineet the m' minimum U-„,' factor, as tong :as other areas exceed; the.requirement and the weighted FA • average•U-factor for the overall ceiling/roof is.0.051 or less:” -��- -- • In�newconstruction , the R=19 mandatory: minimum.ievel of insulationfapplie§"' - #or the performance compliance method. --Otherwise, the R-19 minimum is, .,superseded by the 'prescriptive, requirements,7whi6h call for either R-30 or R- 38,' depending on climate zone Y '• -Metal-framed and'ceiling/roof constructions other than`wood framed must = have. a U factor of:0.051:.or less in order:#o .comply with the mandatory' measures. ;lf the insulation is not penetrated by framing, such.as rigid M1 =T.= F .. . ; insulation laid over,a structural deck, then the °rigid. insulation can:actually . , _'have a i~ated 'R value of lesi than R-1 9, and themanda#ory measures can bE „• iy.,,..r . „ P .c', -'.i*'c F 3 it a,{i• +?Ya ' :yam tg ...,, f ..tom ':.' . ? tC'`+ �r'�+. rte. `�'; .. .•s •J+�. 1 i y :y.. � � t � '� r e�'•"' ,..µ,.�s .� r`r M+�. ' i 1" ` '£ Fi4... _ '4.. + tS c..: a. '� + Y'• a • +. f,. .�., •. !,w �" 'Khx�:�i .. ;,, '' ,J t �: C }r.}",. pi x.a.,ti• ! t .. ,. t r �. .w. - � -. a. j - ��s� �. '• ,ytr ti. �, � ♦ y � K.,C ^ 1. v wy+ r' rw • G.K. y - .? •. Y} i, "C"'!� . w + i.+g.. SR + jr t .« c?d z+ '� �Ft �' - •t' a*+t , • +J: i �"",'•' 2008 Addendum insulation Vl,doc_ �-rit ` •- ; r a f -,; a..V"`"r d•' ,, ..i,"-` . t a i•' y,,w Q`q' x ,�•J t: ,t4t :;'Y{.,,.•z }L,i.:i- rr .t.. -`-y.•,� a ,: i-;+yx,Y .yxC''x• t a+All a 1t: • s r , F a'i ,_ 1ti'•� a 'r :p r �v `�,3r+:: ^r 't , a '� 4 -+. e �'+aS�u•+af s•.J > + f " r !-""� 'fir. ♦ v' '+ -%K P ''�`•i i3.�.'a• moi` r''Tia �. sof+ � ^ t� i -:1� +• - " J i :: i ,•t a Citi t S-; Y' . Tax. S u o ; . '4 i `. • a° y _ "� c f �• � s_� F n • •_s „.` ezw a � ,t.::- a ...: � � . .ay i M �e� �, sa ,:_ i li � V x a r ! Madlin s enterprises ♦VVVVV♦ Title 24.2008 Building Energy Efficiency Standards Residential Excerpt Insulation Mandatory Measures 3.2.2 Roof Mandatory Measures Continued Appendix .JA4. The equivalent U -factor is from Table 4.2.2, entry.A5, which is.R-19 insulation in A:wood,framed rafter roof. • Some areas of the ceiling/roof.:can fail to meetthe mandatory minimum U - factor a's`long as`other areas.exceed-the_requ rement and theweighted average-U-factor:for;the:overall ceiling%roof.is`o.051. or,less. In.'new construction, the R-19 mandatery:rrunimum level of insulation applies for tho:performance,compliance.`method..Otherwise, the -R-19 minimum'is superseded by `the prescriptive requirements, which call for either'R-30 or R- 38, depending'on climate zone. • Metal -framed and ceiling/roof constructions other than wood framed must', have a U-facio. of 0.051 or less in order to comply with the mandatory , measuresAf.the' insulation is not penetrated by framing, such as rigid Insulation laid over a structural deck, then -the rigid insulation can actually; have:a rated R -value of less than R-19, and the mandatory measures can, be :satisfied Insulabon Construction Practices Construction Practice_ ,tRsulation Coverage `.Ceiling -insulation should exiertdfar enough,to the outside walls.to cover the bottom "chord of the truss. -However, insulation_ should not block�'eave vents in attics because,if.the flow of.air is blocked; moisture may build up in the attic and , water vapor may condense on the underside -of the roof. This can cause structural `;damage and,reduce the insulation's effectiveness: _ _ -Insulation may be'tape'red near the eave,-but it must be applied at a rate to cover~ the entire ceiling at the specified level. An elevated truss is not required but may Abe desirable: See figure 7. -Loose Fill lnsulafiort°� . Loose Fi Uhsulad6n Loose.. fill.msulation:must be bl'wn rn evenly and insulation -levels must be r .documented on the: Installation Certificate.(CF=6R).'The insulation level cart be ..y. � I ^ . ;, ?• 5-7 +=8$ i ',•.c, wi 'S9 s } P i4.,r.,1 ra.S } .. 2008 Addendum Insulation V l:doc .f ;` .. •- •}f h• y •aY.i Aa i �'ovp ', r k'' r., ,�,PrX fl•'t�' r`i. 3y., .X• a' vY .'S:• .4— C h S} S• - n Yrs' s ayi Vt .r 't^ Yt. r d ( ' _ D- Madl in s enterprises ♦VVVVVV Title 24 2008 Building Energy Efficiency Standards Residential Excerpt' Insulation Mandatory Measures verified by checking that the depth of insulation conforms to the manufacturer's coverage chart for achieving the required _R -value. The insulation must also meet the manufacturer's specified minimum weight per ft2 for the corresponding R - value. When installing' oose fill insulation; the following guidelines should be followed: 1. For wood trusses that provide a fiat ceiling and a sloped roof, the slope of the:roof should be;at:about 4:12 or greater in order, to; provide.adequate access -for installing the.insulaiion..Insulation thickness ne4-fk edge of the attic will be reduced with all standard trusses; but this as ac ceptable as long as the average.; thickness is adequate tomeet`the.minimum insulation requirement. 2. If the ceiling -is sloped .(for instance, with scissor trusses), loose fill insulation can :be.'used as long. as the slope of the ceiling is. no ./ more'than 4:12: •If:th6cei!ing slopeis greater than 4:12, loose fill 'should be _used,only if the -insulation manufacturer will certify the installation for the slope of the ceiling. 3. 'Af the apex:of the truss -a clearance of at least 30 inch should be provided to facilitate. installation and inspection. (R-19 minimum) ' `\ Eave baflie . insulation wind baffle'_. 2-h:rninimum space:: weter protection =\ continuous ridge s. ventilation �: Attic ventilation Madlin s enterprises ♦YYYYY♦ Title 24 2008 Building Energy Efficiency Standards Residential Excerpt Insulation Mandatory Measures Souroe:,Califomie Energy commission Venfilat/on Where ceiling insulation is installed next to eave or soffit vents, a rigid baffle should be installed at the top plate to direct ventilation air up and over the ceiling insulation. See Figure 3 -9 -The baffle should extend beyond the height of the ceiling insulation and should have sufficient clearance between the baffle and roof deck at the top. There are a number of acceptable methods for maintaining ventilation air, including pre formed baffles made of either paper or plastic. In some cases, plywood baffles are used. The CBC requires a minimum vent area of 1 ft2 for each 150 ft2 of attic floor area. This ratio may be reduced to 1 to 300 if a ceiling vapor retarder is present or if high (for example, ridge or gable vents) and low (soffit vents) attic ventilation is used. When part of the vent area is blocked by meshes or louvers, the net free area of the vent must be considered when meeting ventilation requirements. Wood Rafter Constructions Ventilating solid rafter spaces is more difficult than ventilating attics because each framing cavity requires its own vent openings. However, the requirement for ventilation .is at the discretion of the local building official. It is common practice with cellulose insulation, for instance, to completely fill the cavity so that there is no ventilation at all. Also, if spray polyurethane foam is used, it is applied to the underside of the roof deck leaving no ventilation space. With batt insulation, it is possible to ventilate above the insulation using pave baffles, ridge vents, and careful installation. 2008 Addendum Insulation V 1.doc Madlin S enterprises Catherine M. Madlin, Certified Energy Analyst & Plans Examiner Phone: 760-322-5004/ v' Fax: 323-3644 v' CMadlin@aol.com ....... Title 24 2008.Building Energy Efficiency Standards Residential Excerpt Fenestration .Mandatory. Measures 3.2.2 Mandatory Measures The Standards define,three types of fenestration. products that face different mandatory measures: • Manufactured products are delivered pre -assembled from the factory • Site-built,products'are glazed or assembled on site using factory prepared systems. The -contractor may alsopre-assemble sit -built fenestration at his/her.shop before.final installation. For unlabeled site=built fenestration use default values from Standards Table 116-A and '115-B,,otherwise, select site build fenestration.from NFRC's Certified Products Directory. • Site built products do not have a NFRC label and are constructed at the job site. Air Leakage .Manufactured Fenestration Products Manufactured fenestration products, including exterior doors, must be tested and certified to leak not more than 0.3 cubic feet per minute (cfm) per ft2 of window area: The mandatory measure applies to all manufactured windows whether they.are used in new residential or nonresidential .buildings. Site -built Products:.There are.no. specific.air leakage requirements for site -built fenestration products, the Standards require limiting air leakage through.weatherstripping and caulking. Field -fabricated .Products: No testing is requiredjor,field=fabricated fenestration,;products, however, the'Standards require limiting;air, leakage. -through weatherstripping and caulking., Exterior. Door: Exterior doors must rrieetthe following:requirements • Manufactured exterior'd6ors must be,certified as'meeting an air -leakage rate -of 0.3 cmf/ft2 of doorarea of §1 16(6)1, -:which same as windows They mustcomply with the requirements of §117 (Joints and Other Openings)`they must be _caulked and.weatherstnpped.Jf.field-fabricated.:' • Any door that is more than one-half glass is a fenestration: product and must comply with the mandatory and prekriotive. measures and'other Standards requirements for fenestration' products.,.t > U-factorand SHGC Ratings�f t •,, ` Manufactured Fenestration Products :The mandatory measures require,that both the U -factor and 'SHGC of manufactured fenestration-products'must be determined from NFRC's Certified Products 'N Directory or -from the' Energy Commission approved default tables. At the time of inspection, the actual fenestration Wactor and SHGC values,as shown on the, NFRC labels or in the default tables • = - must result in.equal or lower overall energy,consumption than the values indicated on the compliance '. documents ":r, � raY ♦ r , Y 7 t� 1 .c.,. a' :r'� } Y4 '�' t c � r'S i o Catherine M. Madlin, Certified Energy Analyst & Plans Examiner Phone: 760-322-5004/ v' Fax: 323-3644 vCMadlin@aol.com r 4."Xr .Ma in s enterprises vvvvvvv Title 24 2008 Building Energy Efficiency Standards Residential Excerpt Fenestration Mandatory Measures Temporary and Permanent Labels Manufactured Fenestration Products. The Standards -require that manufactured windows have both temporary and permanent labels that show the NFRC performance characteristics. The temporary label shows the LI -factor and SHGC, for each rated window. The label must also show the window meets the air infiltration criteria The temporary label must not be removed before inspection by the enforcement agency. The permanent label must, at a minimum, identify the certifying organization and have a number or code to allow tracking 'back to the original information on file with the certifying organization. The permanent label also can be inscribed on the spacer, etched on the glass, engraved on the frame, or otherwise located so as not to affect aesthetics. Site -Built Fenestration Products. Labeling requirements apply to site -built fenestration products as well, except that a label certificate maybe provided in accordance with NFRC 100 in place of an attached temporary I abel..The label certificate is a document that verifies the performance of the site - built fenestration product but that is not physically attached by the product. The label certificate is kept at the job site by the contractor for field inspection verification. Field -Fabricated Fenestration Products. A label isnot required for'field-fabricated fenestration products, but must use the default values in Table 116-A and Table 116-B from the Standards. ' '.Wo:rld's"Best .Vlndow Co. �i Willenniuni 2000+ - Nfila ftt�rao "' Vinyl -Cad Wood Frame, -{ DiubleGlazing -Argon Fill -Low E ',Product Type Vertical Slider -:ENERGY ENERGY PERFORMANCE RATINGS U -Factor (U.S.11-P) . Solar Heat Gain Coefficient 0:35 Z,032.. "w ADDITIONAL PERFORMANCE RATINGS -Visible-Transmittance Air Leakage (U.SII-P) 0.51 0.2 manutiGuzr s9pN6tes that these rehnys cmforn toepplrabIt NERC piomMa for determinln; t'dtdz produd performav- NFRC aft atedeforriM fa 3' ired set of emvonmenm mnddims ani a we k product size NFRC does mt recommend any pradad and does not trmt the et URRy of M proDud tot arrysp�tic tse. famsolt mtthtltAurt"s ttetature br oBter prod�st prAottttarme 1Mamat6m wmyttGcoro t f''x «��i. w..-jr , �`� �� f.i '. <�.. ' '. F• ""r i `. tt e � i�� Catherine M. Madlin, Certified Energy Analyst - 760-322-5004 /323-3644 Fax Post Office Box 1443 - Palm Springs, CA 92263-1443 w Cmadlin®aol.com madlin S enterprises VTTTVVV TITLE 24 2008 BUILDING ENERGY EFFICIENCY STANDARDS RESIDENTIAL MANDATORY MEASURES No ROOM DESCRIPTION 2008 STANDARDS MANDATORY MEASURES 1 Kitchen High efficacy or Up to 50% of the total wattage be low efficacy, All high -efficacy and low -efficacy lighting must be controlled separatly. Switch location requirement removed 2 Bathroom High efficacy or Manual -on occupancy:sensor 3 Garage High efficacy or Manual -on occupancy sensor 4 Laundry Room High efficacy or Manual -on occupancy sensor 5 Utility Room High efficacy or Manual -on ' occupancy sensor 6 All other interior rooms High efficacy or (i.g., living, dining, halls, Manual -on occupancy sensor or bedrooms) except Dimmer closets less than 70 sf. 7 Outdoor'lighting attached High efficacy or to buildings Controlled by motion sensor + photocontrol 8 Common areas of low-rise High efficacy or Occupancy sensor residential buildings with 4 or more dwelling units' 9 ` Residential.parking lots Must meet nonresidential lighting standards and garages for 8 or more vehicles ' -Additional Notes Lighting kit installed as part of a fan -light package shall be switched separately. If the light fixtures are incandescent, the light switch shall be a dimmer. S .y, - •t This T24 'worksheet is provided to assist designers and builders in determining if their lighting complies with the Standards. Any kitchen lighting plan that hasYat/east 50% of the lighting wattage provided by high efficacy luminaires `is in compliance with the Standards. The installing contractor shall provide at ^the job site a CF 6R -L TG -01 that reflects the final "installed aighting compliance - Madlins enioprises Catherine M. Madlin, Certified Energy Analyst W Certified Energy Plaiis Examiner .... �.. Phone: 760-322-5004/ T' Fax: 323-3644 v, MadlinT24@aol.com Title 24 2008 Building Energy Efficiency Standards Residential Manual Excerpt Lighting Mandatory Measures Light Fixtures and Recessed Equipment " §f50(k)5 Luminaires recessed in insulated ceilings can create bridging through;the insulation_ Not only doestfiis degrade, the performance of the'ceiling assetnbly, -but it can also permit condensation on a cold surface of the luminaire if exposed to moistair, as in a bathroom _ For these reasons, luminaires recessed in insulated ceilings. must meet three requirements_ 1. They must be approved for zero clearance insulation cover (IC) by Underwriters Laboratories or other testing/rating laboratories recognized by the International Conference of Building Officials. This enables insulation to be,packed in direct contact with the*. luminaire (See figure 3-10) 2.. The luminaire must have a label certifying air tight (AT) construction. Air tight construction means that. leakage through the luminaire will not exceed 2.0 cfm when exposed to a 75 Pa •pressufedifferenoe', when tested in accordance with ASTUE283. 3: The.luminaire must be sealedwith ' gasket or caulk between the housing and ceiling. For more information see Section 6.10 of. this •manual L '_ - iCRatedForture > a ? 8dith certified 8.tested ' 2.0 CFM max eirmovemenY Gaskell _between fixture x and gypsum board f} k or sealant around opening :• �" « r ,. ti— ,-n y .}w /' l.l� - r2 J,• .- 1:c air s. r .i;-- �'ti�- K X' A u.� . Figure.3-10 IC -Rated Light Fixture i 4,1i t u } k '+r Fx.'�1 a, e Y �'c.� x} •.,•,y $S }It t t *.' u a vM1 ; r' ;'', •'b. i_+S rr',y t #.xr:fi `Sr w L,'„`A $ •?,'r r .., .. ,... _.. ..-... ..-.Y: c . . .�_ _...... .. ... _• _ •_ .” •.`.r. .. _ `."t� ._u:.. _ ...' ..�. _.. . . __ _C.:: � .. Yom. .._.. Madlin S enterprises Title 24 2008 Buildinla Energy Efficiency Standards Residential Manual Excerpt -Compliance Forms - Construction instal lation'Certificate CF -6R -ENV -01— Envelope Insulation; Roofing; Fenestration 3 s Pages CF -6R -ENV -20 -HERS — Building Envelope Sealing : 3 Pages CF -0R -ENV -21 -HERS — Quality Insulation -Installation (QII) - Framing Stage Checkist 2.Pa es QualityInsulation Installation (QII) -.insulation Stage Checkist 3'Pages CF -6R -LTG -01 — Residential. • htin 3 Pages tCF-6R-MECH=01 -_DomesticHoWater DHW 2 Pages- e' " ' gs - . ,i :a :-ct.r. —/n. ,._, _r.'*ti�7 .Y. DuctComlianCrus -Locaton; Surface Area; R -value, 2 Paee : cy1 1 ,•r �r,,. 1..._,,. �� _� � yi_'..A ...�+�..'t^..: 'a'�....�,:-:�- '✓Y.� l�c "y'`��`r h .- 1,. r -... , _ '' _t i.y�' ;s ,: :w"�!«N;.:•u .Sr. `IstallationCertificatesforscnbob me taming at”,theCEGwebsite �- CF=6R-MECH-02 — Solar Domestic Hot Water Systems SDH 1 Pa e - CF-0R-MECH-03=Pool And Spa'Heating Systems 2 Pages., CF-6R-MECH-04—Space Conditioning Systems,, Ducts and Fans 2:Pa CF-6R-MECH,05=Indoor Air Quafty and Mechanical Ventilation 5 Pages CF-6R4VIECH-06 = Eva orative! 'Cooled Condensing Units es CF-6R-MECH-07 -Eva tive Coolers 2 Pa CF-61RWECH-08 — Ice Storage Air Conditioning SAC Units 2 Pages CF-0R-MECH-20-HERS — Duct Leakage Test— Completely New or Replacement Duct System 2 Pa es CF-6R-MECH-21-HERS —.Duct Leakage Test — Bdstin Duct System 2 Pages CF-0R-MECH-22-HERS=HSPP/PSPP Installation, Cooling Coil Airflow & Fan Watt Draw Test 2 Pages CF-6R-MECH-23-HERS —Verification of High EER Equipment..' 1 Page a eCF-6R-MECH-244-tERS CF-6R-MECH-244-tERS= Gage indicator Display CtD 1 Pa e CF-6R-MECH-25-HERS - Refrigerant Charge Verfication - Standard Measurement Procedure 5 Pages = Refrigerant Charge Vrfcaton - Attemate Measurement Procedure 2 Pages — Maximum'Rated Total Cooling Ca ~ 2 Pa ges CF-0RMECH-28-HERS --Low Leakage Air Handier Verification r 1 PageCF-6R-MECH-29HERS —SupOly Duct Com Iiance.Credits - LocatonSurface Area; R=value 2'Pages Certificate of Field Verication and DiagnosticTesting CF4R-ENV-20- Bu1din Enueo Sear 1 Page -Qua.-Insutation Instaltation QII-Tramnq Stage Checidist' 2 Pages Quijlfty Insulation Installation Qll - Insulation Stage Checidist 3 Pa' es CF=41R=ECH-20-DuctLeaka eTest- Com letel 'New orReplacement Duct System CF-4R-MECH-21 —Duct Leakama t. ste 2 Pages —HSPPIPSPPInstallation- CooUnq'Col Airflow & FanWatt Draw Test 2 PagesCF-4R-MECH-23—Verifimtion-of High EER Equipment 1 PageCF-4R-MECH=24 = Charge.lndicator-Di l (CID)1: Page CF-4R-MECH=25 — Refrierarit Charge Verification -`-Standard Measurement Procedure 5 PagesCF-4R-MECH-26 — Not Used A CF4R-MECH-27 - Maximum Rated Total Coolie 'Ca aci 2 Pages - Low. Leakage Air Handler Verfication 1 Pa M , . instal lation'Certificate CF -6R -ENV -01— Envelope Insulation; Roofing; Fenestration 3 s Pages CF -6R -ENV -20 -HERS — Building Envelope Sealing : 3 Pages CF -0R -ENV -21 -HERS — Quality Insulation -Installation (QII) - Framing Stage Checkist 2.Pa es QualityInsulation Installation (QII) -.insulation Stage Checkist 3'Pages CF -6R -LTG -01 — Residential. • htin 3 Pages tCF-6R-MECH=01 -_DomesticHoWater DHW 2 Pages- e' " ' gs - . ,i :a :-ct.r. —/n. ,._, _r.'*ti�7 .Y. DuctComlianCrus -Locaton; Surface Area; R -value, 2 Paee : cy1 1 ,•r �r,,. 1..._,,. �� _� � yi_'..A ...�+�..'t^..: 'a'�....�,:-:�- '✓Y.� l�c "y'`��`r h .- 1,. r -... , _ '' _t i.y�' ;s ,: :w"�!«N;.:•u .Sr. `IstallationCertificatesforscnbob me taming at”,theCEGwebsite �- ..� �.y awww.enertittpgy.ca.gov/titl624/�"2`00f., rs�`E -v . standards/resrdential_manu t. .r .r - .- 1,_,s ..wr.,1 'f.. :V sr .' 't s�s...<ie+�LYlf- qa,.tY —, �. . ,�.1. .. �L3 �sr }` � l t.., .L=�s")�f'ar5x_. • a �+� z tF .J.fC,"L-,s, �+➢ .%a,,+.."�` t t.- ` ae4RMECH-29 �;-.• ca.r . w._. . �4 -.�,,� 1��.. ..a. a lru 'tY4 -a vh�MYr 4;1l G' . �.�?•- •L �r5 s.*tc-.4n.t+, �y« �xF ',i' .s., S' +i y Yp_ r �..a �''�F �p7a � � y� ',`i-.r q�, -.�� `.- �. '.w.�e+ .i.tia'rwY�Wr.-CF .;�o.. t'w7i's_t„ea'' 11y.!1 X > w. .'t.':SCr.i.•sx W..•�ahz N,7 ', •L ij }�L t ^ r C ; T} 4r +R -, �'1', =Hi'Vitsi�.�'_ � ��t rr" irSs�1 a.ri' +t�. )- '�s s tjq a3sJ, M.'+1 =�-' '�t{- * .' 7' R 1sY�!., � Madli S Catherine M.. Madlin, Certified Energy Analyst w 760-322-5004 / 323-3644 Fax enteprises Post Office Box 1443 W Palm. Springs, CA 92263-1443 '► Cmadlin@aol.com V V .. '... Title 24.2008 Building Energy Efficiency Standards Residential Manual Excerpt Construction Phase Documentation — CF -6R and CF -4R 2.3.2 Construction Phase .Documentation (CF=6R) §10-103(a)3 and 4 The lnstaliation Certificates (CF-6R)'are`separated into,Ehvelope_(CF=6R-ENV), 'Lighting (CFL• .-fiR-TG),'and'Mechanical (CF=GR-MECH) categories; andm'ost compliance measures {bade a separate CF -,6R form filet isTspeafic to':a particular installation.The'CF-6R's mustbe completed during'the"construction phase of the compliance ,and enforcement process The CF -6R documents, must be completed by.the applicable contractors 'Wh are responsible for installing regulated energy features succi as windows (fenestration), the air distribution ducts and the HVAC equipment, the measures that affect building envelope tightness, the lighting systeni, and the insulation. The CF -6R must be signed by thelicensed person responsible for the installation:. , If the siandards require registration of the energy compliance documentation for th&p_rofect :.ail CF -6R doaiments#hat require HERS ,•« Verification mustbe'registered CF -6R copies from a HERS provider data'registry. •_ ,:HVAC.,Systems'. The contractor who'instatls mechanical ' equipment signs this part"Heating and cooling equipment are :lis#ed acid the energy•effiaency, capacity, design toads and other properties of each piece of equipment are documented'...-:` • at Heating Systems This part includes informaiion about`ihe, ' t .'water heating,equipment installed in thebuilding, including model number; energ} efFiciency,4ank.size'jnput rating and'other -- ;,,-properties., pThe installer also verifies that faucets and shower •' +� ;heads are ceitified`and comply with the appliancestandards.� Fenestraii y } _ oNGlazrng This part includes a list of all'wrndows installed`in the°home:-:For, each, the U-facior, SHGC; area, 'number panes, and number of,windows of this type in the building,are :;indicated. This sermon is.signed by the contractor that installs'the'- r r , .qkr ax rY , t - '• '.Lighting :Systems.`this pa Js completed and signed by^the • f , ^' ' contractor resporisible for,instailing hard -wired lighting systems. e • r w t _ t, r r Y -3 w ... �' ., s�..1 �, N: or,J tv,..,�`:.s.�r`.,... �r 'i7! 7s:..Y i,�. N'r�. Jr4..r:1 �'i�-tet _ r y,f: �.is.ry Z�.*'.. i, •.t i.� �� y �,+. y.j.-x v`4.f.. «.. �t-Tx1''rr... .� ,.Fla .,ie rYa�ccYo..2`�, �t `S° �«� Y„ r r �`> ri �:�f ,, 5 -ar•i . �-C_at_.i,. � .•. ..+7 .A i+i� 1 ..f .. " '�` z. d a.q.:.:t.. .u..U...s,td.-.. .w1-. ...,�T a.. c''...3.. •* ��t,K ,�= t' a �' (`,� 4 � j�� "ti y � �� Y �>�¢ ° . r s ;ri ."z -r" f .'t yw .�' rr.Y "t' t ,�' F !`.s s t + C -:.Y a y ;tt' r-'. :4, •) ! S .,,s ,k , f , w. 1 T Y � -') ,t f'fi i. r ni ✓ ti F5 -r ;' .4i rf'. r ,a ' } } S a ��• _ '- y Y-,.�w.ws �L.,i, 'r..,-4.[� .�w...,. 4�F+ .�. Mn � +.Ar.e,:� � n... 4i s 4 fC .� ', k { r S t } Y .v° M' i a^`^y''(-. •. ra �'-C� .C�`'�T"' Jr s •. '. >s . e 'v6e'fx 3 .,} .: t'>i a % 2v a , * •�; s •ri ,ns 4 t a.t {{" . r'L•' !• Fs ,�C ,,i+Jr i. 4.'`..:. s �< - 4 .,t fr..tt ! a T t . � � ; .�' � k rr� r )r, +.-.^G••.vs y r �' F ° / • r. i ,( . ` x.*aa , d r ,jr .r p i..'k.. + ..yyx. z,s (ir .• tv" �'. 21 e s I: `�• St w••r ^ 7 \r 715 � �i r yat4. .+.. .� � d � l '�r_ .µ• t. ai �r ,. .>.,` s ; � • .i � ; 1•� w .•dr' • �.:,k!% r 7 .... _ _... L t'... .e ..,en i,cw_ " .. , .._•.... .. ?. .._Y2 `.�:, s },tw • • . Madlin s enterprises ♦vvvvv♦ Title 24 2008 Building Energy. Efficiency. Standards Residential Manual Excerpt Construction Phase Documentation — CF=6R and CF -4R • Duct Leakage and Design Diagnostics. This part is signed by the contractor responsible for installing the HVAC air distribution ducts and verifying that they comply with the leakage requirements. On this form the contractor includes the results of diagnostic tests, which will Iai6fbe verified by a third -party :inspector (HERS -rater). • Refrigerant Charge and Airflow Measurement. This part is signed by the contractor responsible for verifying that split system air conditioner, and heat•pumps have the correct refrigerant charge.* This form contains diagnostic data that are later verified by a.third=party-in spector (HERS rater). • Duct Location and Area Reduction Diagnostics. This portion of the mechanical section of,the CF=6R must be completed and signed'by the contractor who installs the HVAC air distribution ducts. It verifies that the installed duct system conforms to the duct: system design layoufithat was submitted to the enforcement agency at plan check. The'person responsible for the duct system :installation must certify of the`CF-6R that installed system features,,;such.as,supply register and return grill locations, -duct diameters, duct R -values and other duct system design details conform to `the duct system°layout approved by the enforcement - agency: This CF_-6R`requirement seeks to 'ensure that the installed duct design conforms to:the requirements for energy compliance . , credit for improved duct design as specified on the CF 9 R for building ' Y ° �', � r_ Y ,•ti • Building Envelope Leakage Diagnostics: This part is completed by the -contractor responsible for testing.building,envelope leakage through pressurization of the ;house.This form contains test 'results that will tater be.verifred by.a third -party inspector (HERS • Insulation Certificate :This part is completed and signed by the contractor responsible for installing the. insulation. This indicates ihe''manufacturer;:brand; andthermal properties of insulation installed in the roof, ceiling, walls, and floor: t- ,tnsulation'Quality Checklist. This part is completed and signed t .Eby the insulatron.contractor when credit is taken for quality . ' , f „insulation`installation. This is later.ved ed by a third -party, inspector (HERS rater), ..1,•../r Y J. ',.tlM 7.. uF..� i-Sk�ww i yy,�``G �" 7 e a,rre t yy, �'+..i - r ,I _ t +-}I•'•1Y.'.I'� T- .F..i '.d .L....i F .4A d. -_ SC—,.... i 'i ; C t� w r: y F • L r r ef-c �' 3- 4. .� : s �. ^k ' .. ''pkir. , t r R r .F �`:. t ; . .. w• ri ,. • r, t y z — s T` r `•1.S i ..r t- Yf,.. .' ..t ♦ x i t ,r,�, } e •, s C ` r �' < / :v. •"' fx rr= ,• '�k F� tt� a:° Y ��a :+a�,Y Fx N;h. ..,x ci'�r' hr", t 4. r"'r .:':'k•I }: `r s >. ,.,fir y"S Si 5� j.. . �W ♦� �.•'§- !I �Srf•'4 s �.L�t * � FT ri�iif � ri ,�� F- ,i'.ti 'Y lz Y..C�.� ,t '•ST'TMae. � '*l •}.a y` � �� ... ti j r ; r rf £ ,;57 +Y 87'+ tF ,•V! v ..-._ ..� � r }-{?..Y ' �. ryS� hit _ t fi fL StNir� a SSar�> ,y kLYjyy�§ I^afwY fr 1 § + s�iSTw G4 ;r'tiv. f f i f J� - 2 �' ,A• vii "y c ii [ vJYe ...ls. "y. h,•: er `. A } y. s,,� _ L. § ,x,'f� , ' 5 r >• c, f r xi'a •�,; SN 'i r �. r �. 7 wit Y'1ky r k M. } �• <'tt1'ri! ,y'`,•..s „`5 Madlin s enterprises VVVV VV Title 24 2008 Building Energy Efficiency Standards Residential Manual Excerpt Construction Phase Documentation - CF --6R and CF=4R Persons responsible 'for the installations must sign the applicable CF ZR #o certify that the installed features, materials, -.components, or manufaciured..devices - ' conform to Titre 20 Appliance- EfficiencyRegulations and Title 24 Building Energy .,Efficiency Standards ,the' requirements on.th"e plans -and specik6tions•should- ' match the CF -1 R documents,approved by.the local enforcement agency for the building _ The;MF;1R shall beuon;the,plans 61istthe mandatory.measures ' required for the'pa!t ( .tiar p�o�ect ^. ,.✓w .. rt , , t.. . . ,... - 'b' e�:i -3. • v r a:i , Y is TheCF-6R must be pos#ed�at the job -site m a 'conspicuous location {eg , m the garage) or -kept With "the building .permit and made available 6 -the enforcement agency upon request r [; • .,' r�'r i. ;�+k "�1J�ir ;,.a . �7( _ a :4' ,.rf � •.._ _ ;^ t ...o P � . fid verrficaiion and/or diagnostic .testin When el g of the feature is i e bir 'd for compliance(as shown, in the special features section of the CF 4 R), the builder or the, builder'ssubcontractor.mUst:perform field verification and diagnostic testing of the, `installationao;confiim and document compliance with the Standards „utilizing the applicable_proced , res specified in Reference Residential Appendix =- .,RA3 . A.copy of -the completed CF -6R must be provided to the HERS'rater for use,dunng the HERS verification procedure: when ,document registration'is required,'the`builder;'•the builder's subcontractor,..., or authorized repr6sefitative'must submit the'CF-6R information .to a HERS'' rovider data re . i _ , _ ... . p . g stiy:-When'registration is�required, all CF -6R information subrriittals`must'be:done electronically:,HERS raters 6r other auth_orized:users of the HERS: rovid"d to.facilitate theerdataregistryshall bealloe' transmittal/submittal of the 'Installation Ceriific:ate information to the :HERS i }, provider data registry,website, on behalf of the builder or the s builder'r- ' " subcontractor'when sucti facilitation has'been authorized 6" the t%uilder`or ;. subcontractor_ However, the builder or subcontractor responsible 'for the t installation shall still :berequired;to.sign/certify.the ciompleted lnstallation 2', wCer ificateCF=6R to confirm { ,) the accuracy of the information, and confirm that - —�----the'installation complies wittttie requirements shown on .the Cerfificate-of r .Compliance (CF °1 R).for the `building. �iAfter-submittal of the'fnstallation Certificate ' `information L to the, HERSprovider:data:registry, the builder, or, subcontractor., must' ., raccess: the registered_ ,lnstallation Certificate from theprovider data registry, ru Subm t` an :electronic certific:ationfSignature to.the registry, or sign's copy of the , }-lnstallation Cerfificate accesTsedl .from the registry by the builder or •subcontractor's authorized representative, provide a copy of the completed, �< 3 J = . signed and registered jnstallation Certificate to'the HERS rater, and posta copy) of the c:ampleted signed registered InstallatiowCertificate at the building site for feVlew by the enm forceent agency in conjUngbon with requests for.fina! inspection for each dwelling;unit"The fiegistere�l copy submitted to__the_HERS rater may be m paper .or electronic format, except that if the bwlder or sub'oontractor provides°elecfronic certficatiori/signatu're dirrtly to:the registry,. the HERS;rater, shall have access:to a completed, signed and registered copy of the lnstallation Certificate directly from the registry 4.. , r r. . 4 ; . � ) + .~Yi ...,E � r. res y .4:� ij ._ } , •_ & -1. < C � a r•. r ' a � � -- —.. .. .. a.i„:>. ,... .?_ ...a,._.'�._..o.........._a.._a.:....:..n....�.,..�...,s,.sl+:a�..'Si'wl.�:.. e..,..s..n...`,.....:&:...x't..'`.......�_,.,w....... —.:-+: .5..,:._. :_'°-....., 1....-�.._.�;. �..�� Madlin s enterprises Title 24 2008 .Building Energy Efficiency Standards Residential Manual Excerpt Construction Phase Documentation CF -6R and CF -4R A capy,of the completed and ;registered CF-6R:must be left in the building for the building owner to receive at occupancy, and included with thehomeowners' manual (see below). The manual servesto provide the homeowner with information about the energy. efficiency .features installed in theirhome. o - r .. , _.. f yA.t ~r. .. r,, .T _ -icy , •.. � 2.3:3_Field`Veriifcation and/or Diagnostic Testing Do'cu�rieriiation (CF -4R) d , . §10-103(a)5 .< Many of,fhe prescriptive'requirements and some of the measures that may be used for compliance in the performance,approach"inay require field verfication' and/o`r diagnostic testing. This must be,performed by, a third -party inspector who is specially trained and independent from the :builder or general con_ tractor. The ' ' :Energy Commission recognizes. HERS raters;for.this purpose.. When field verification .and/6r diagnostic testing is -required, the Ge r cate`of. Field Venficaiion and Diagnostic. Testing (CF74R) must be completed and.'..' .;signed/certified by the HERS rat&K.The CF -4R documents include information _ about the measurements -and test results that were required ,to be performed. , The HERS rater must venfithat the requirements -'for compliana ce'edit have t been met i s r The HERS rater must transmit: the CF -4R information to a "HERS provider data registry. A registered CF=4R from .the provider, that has been signed/certified by:`- ---X, . th6lrater issmade available to the.enforcement agency and to the builder when HERS verification confirms oompiiance ;The builder is ultimately, respo'nsible for ' ' x ensuring that theTenforcerrient agency has received the CF -4R prior to the', :r •r ,occupancy. permit or final. inspection t '' 1 Raters shall. provide a separate�r6gistered .CF -4R form fore house the:rater y :determines has met the diagnostic, requirements for compliance. -The HERS rater "shall not`sign a CF -4R form f6r-a'house that does not have a CF -6R -signed by .. ihe,instailer.'When registration.is required, the HERS rater, shall not sign a CF -4R..- . S for.a house that does not have:a registered.CF-6R that has been; signed/certified by the installer -If the' building' was approved as part of a sample.group, the CF -, ;; +, ' 4R will include additional information that -identifies whether the;building was a'� a ,=+l ' M tested ora "not testes]" building fiorn the''sample.group: . T`Refer.to Reference Residential Appendix W for more detail on, HERS ` r verification and CF -4R � documentation.procedures_ � =s�► a:,x .a , `� � zi sT': �, * t ,' x T s a Y+ .ij. i, A y >:.J + at ♦ r o 1! _- ti r - , f^ t 5,. , . , �` Ya•. +....y.• .-...J u.v: "a > .«..z- n �. «k'o.,,i ,...-a.+?._...-.s t .;,..,. ' �.. { y,.-:.. r. .«'� ..-.y kNc.5,.•' i -�3.�+ ki(+.....» au; ,,.„. tl-_ .4 `'s ha r r � k._ E ti, :tom, . a •r;�' � 3, ;. a .,-t-. . i' ± a.... y:sy .y _ _ - ' �. ,wy..:.'i r4� r . *-.-+, 'L`,`, Ryr� �'rr,j•' ... "h ih,.+x...,.r - .�k � ,..+.i k � .tit. .�•...w_ r w� ... �r r- ,�' +.5. . Y,`.� r+.N a. }`, yn � +`_ �' .�. .+ ��t,t ri.•^ w � �. �': 4 {� .3'. j i a X'r & x. tv ' ; 3 't~ ': vr,.. °• r:,�� n.4 '"- r r -C... t c ,, t r „w �j Zf kn t 'i.' '\ +-. is e" " .':AI •:'�''}` `y. , t ri w L,: `.' F'ir. _ , N; �y u . ti y; ^� +7 •yit C �M sp- 4r � e Y r K _ i';. ..._t..i-.u�........_�.. .'✓ �3 ..........-^s._..y .._i ...s.�...a t _...y �_. ...r.N_+.. _... -`al •...�. i.i ..-,. ni .._..f �.... �..t^ ...t..s. �Y-... .`S� Title 24 2008 Building Energy Efficiency Standards Residential Manual Excerpt HERS Raters — Compliance Forms CF -4R 2.5.1 Measures: Requiring HERS"Field Verification and Diagnostic Testing The following features' require field verification and/or diagnostic testing: Duct Sealing • �r • 'Supply.Duct Location, Surface -Area :and R -Value • Low Le" "b, m-Conditioned`Space - • Low. Leaka a'Air,'Handlers • Refngerant Charge`'inpSplit'System Air Conditioners and Heat Rumps- • Refrigerant Charge Indicator Display.(CID) Verified Cooling Coil Airflow • '. .Air„Handler;Fan V1/att Draw • High Energy::Effiaency Ratio (EER) • -rMaximum Rated Total Coo in ~Capacityr c • Evaporauvely.Cooled Condensers • iceStorage Air Conditioners •t Biiildinj.Enveaope Sealing`rt .r, rr 4 • High' Qualityansulafion.Ir sta(latton • rstallaiion for- aneFoamQuality lnsulation • _, .PV Field Verification Prctocolt �. Field Rverification_and diagnostictestmg [s. onfy,required.when certain.-regulate�lw�_ ,._ r efFciency measures or;equipment features are, installedAf such efficiency _; = .measures :or equipment features are riot installed, then field verification and y diagnostic tesiing is not required. •For example; if a.dwelling that must comply with the Standards�does°not'have air distribution ducts, iehen HERS verification of L zr ;ducts is not required for oornpliance Similariy, if a dwelling does riot have a split _. t r system air-conditioner•or. neat pump, artcl .the•building must otherwise comply , yMwith,package C,`b orE; then:rt is not necessary to havea HERS:rater.pertorm a refrigerant charge`venficafiori ,w..m ._ :.x�i.,. �•F`"�,.W}+. 4u: !., �..+.\..., .,ys,{,r' . -} iw...-: 6.�: �s';�i�...�. ..�.i � ��.e- + h. i r"., ...7C "w '.�"' .% t 'k "3P'� -.. ..�ali " y. t +S!' ,r^” /� S -x ��Y 4 . { y�•µai 7.� .�. 0.4. 4} r :^� Mq �rT �3 i� ,. ',t]♦ Y w.. •-^ 7 t:: a �; . r i = +� + ;� w�.. -F < } :.-. w� "i""t ,y x t' ''! k 1 �'Y•r£ '�. � %} i.� f _ ` cM .�.-^�i;.. k a t .,v y':^' 3. 9r ro / .A3:•. �' '. ifi� �' y \ ° , 'f a.r �+ : • j: 1 ^ "ri i S ` "�" v w a ?c`++y`{:�+r.#a� °J {�jy�r •?rn k.+ ..TZ k r. . .� ti +` y s 141_ y � t. . P�.O ` }yi�i, Y�''. �k. q,� �7,?t �� '.�'�i �� ti �* �y{ � � '�•a"c�.. � .�i3° 'tS'�'7 „1 �;� � f. xy" f;��-.c.�•� e'eP'� Y iS � . � ,�{•i "'a "`l7' re � f }x., -,.tom ? -� e 3}�,` �_y+. �'�� {s� �} �,,wY+1.1 nY.� 1 ��Lj � wa v.' i ♦ ' �{— ��. cr..:. i P�wyrx.rw 1 t'r . ,'ESTI +,•w �, ra'�. .a'�i .�'� .:`r 'S''�yt`2'.�µ.' �S1-i 3 t 7'„ ',-7a;C3 x.'Y''.,, .� N ter' tom- 7 ass-�Y4.i .r 1 ! v, 3 S4 OSA'. K Y i+✓^4,�' .+i �Y t 4'� v 'i'. .. .'� .•ralr r =` r„ r ��54 1 �'�-`;.;f ; � � fY?: F � *' t� `sv. i ♦ : '' 3 : ��% � � ". a' t_,�* �a� � t t fF•`, � - * at: x � t �F. Y � ai +.r �{. ��} p. �F�ti:c'� �i+_ ,y - yy Madlin S enterprises Title 24 2008 Buildinq Energy Efficiency -Standards Residential Manual Excerpt Construction Phase Documentation — CF -6R and CF -4R 2.3.4 Compliance, Operating, and Maintenance, and Ventilation Information to be Provided by Builder §1Ql03(b) The final .documentation in the compliance and enforcement process is the information that is provided, to the hombowner. At the completion of construction -and prior to occupancy, the�enforcement agency shall require the builder.to leave in the building the. applicable completed,signeo and dated compliance documentation ;Including, `ata minimum, the applicable CF -IR forms, and CF -6R forms,'and if compliance. required'HERS verifrcatiori,,the.applicable CF -4R forms. When registration is required, 'these compliance' documents shall be registered copies: In addition to the compliance documentation; the builder must leave in the building all operating and maintenance information .for all installed features; materials, components, .and manufactured devices. The operating and maintenance information must contain.the details needed to provide the building w owner/occupant ith :instruction on how t6 operate the home in an energy- efficient';mannerand to maintain it so'that it will continue:to work efficiently into the future. For individually -owned units in a multifamily} building, the documentation must be provided to the.owner of the dwelling .'unit or to the individuals) responsible for operating the feat&6,�equipment,.or device. Infiormation must be for the appropriate.dwelling'uriit'or building (paper bf electronic copies o€.these documents are acceptable):�f :r., i•. , .>. . L •ai i rt C f t i ,',. l y"cr M •*• } - ,.i x' L .. .. , t' i z Madli n s t 7. Catherine M. Madlin, Certified Energy Analyst 760-322-5004 / 323-3644 Fax ' . en" opr`ses Post Office Box 1443 Palm Springs, CA 92263-1443 Cmad.lin@aol.com . '.... Title 24 2008 Building Energy Efficiency Standards Residential Manual Excerpt HERS Raters — Compliance Forms CF -4R 2.4.6 HERS Provider Mp:/ www.cheers' & hf PYA% ur.calceristbin htttiJ/vi+wiar cbnca.org A'HERS provider is an organization thatthe Energy Commission Pas 1�approved to:administer--.a HERS program.,A HERS provider has responsibility to ceilify and train.raters and maintain quality control over`:the activities performed by the 7._ HERS raters`who provide third -party field verification'and diagnostic testing on installed. eiiergy efficiency features.in dwellings when required for compliance with the Standards. -In California, •currently: cerfiified. HERS providers are CalifomiaHome'Energy Efficiency`Rating System (CHEERS), Califomia Certified Energy Racing Testing Services (CalCERTS) and:Califomia Building Ferformance:'Con&6ctors A§s66 tlon'(CBRCA). The`'HERS'provider must maintain'a database',(data registry) that incorporates.an inte met website -based user interface that pias _sufFicienffunctionality to�h accommodate the needs of the authorized users of the data ,registry who must a participate in theyadrrmrnistrati ofi.HERS complianceand,building energy, standards .enforcement:1. activities. The data registry must receive -and .rec'Ord..,:. infiormatiori input suffiaent to identify Arid track' measures that .require HERS verification',in 6 -specific dwelling, `.and must:have the capability to deter'min'e' r•compliance basedon the:information h=orn the results of applicable tes#ingot _,,verification.procedures reported.,as input to4he registry for the dwelling. When.' the requirements for compliance are met; ihe'registry must make ava[lable a unique ".registered".certificate formse in' corriplying with document submittal. •... _ to enforcement ageneses, builders; building'owners; HERS raters; "" ' and ocher interested partiesThe'data registry must have the capability to facilitateelectronic submrttal:_of the registered certificates to an Energy Commission document repository`for,retention of the certificates for use in Y enforcement of.the regulations ��' r�,`" .� S i, a•t .' ;`.. i"`,>.� `a`^wT" a�'ir�"� F?n e, ..•: i._�4; ,+ ..r - ..� - w, , rlSThe HERS provider amust make available via phone or:intemet communications k interface a way for. building officials' builders; 'HERS raters; and tother authorized ;= users.ofi`the roviderdata re is to ver' theAinfiormation displayed on:ca ies of_ r° 4 « p g try _. fy._ y.. P . Hi <r ,.the'submitted Cerfificate(s)..Referto Reference —'Residential Appendices Section 2 fo:information"describing'the HERS provider's role and. f idditonal responsibilities :r •rbc r q, , i ;. - ...} a y- r'ET' •f''ti t'+S+gwpaF. » r.. 4 i R� '�'-'.:»+' i -. a""`a!z x"y !..%t3Tr,i'�'�- `j'i`•k- a c t. "�. S k�' ,. f , - � J , .7 t`` �S.`r, �h.:l:xh, r it T�. 'T`v�,arr �� !"`42�-�i�'hA* fi �'" t..�ie i i- t ui ; � Y .t"'lt �� .:!'C•` .. • , 'i a _ y>YJ y� •. a- a r : ♦- ' F �' 3' 1 .•++• + f rs �`� i °+ ,, a .�^ �i. w'�.. yy,�� e s'. C9f , .rf - „' - kf .?.�,• t? S'C ►N T ? •. l'^.'ilF�. s v ":i , t ,.a •t r 'M'1. a 3 aY "• ? i t Fa x rr ii eH a Y' i u 41 ' ,> 1 ui ..,4 % : h r ,i i,.t1 ^ ! r• rC'. .A '� i .�, is : '-� - - Sy,e[. r w, !y .' s -ic a [h.,*�u ."'r"'' < ,'"•a S'3 i -[y:' t RrSy r i, r , V ..� d . rat c. Y_ r rL.i tr. •r i .,•.' •. >r N + :tai: = A �"�.. -^ � .. �, .4.. •' Yd3. 7 •'� �� .•, rtes t � r - { ( t �_ [� �Y� Madlin Y enterprises ♦vvvvv♦ Title. 24 2008 Building Energy. -Efficiency Standards Residential Manual Excerpt HERS Raters — Compliance Forms CF -4R 24.7 HERS Rater The.HERS rater is certified. by.an;Energy Commission -approved HERS provider to perform the field ve'rification.and diagnostic testing that may be required to demonstrate and document compliance with the Standards. HERS raters.' receive -special training in diagnostic techniques ;and building science as part of the .HERS rater:certification process.administered by the HERS -provider;+thus-HERS raters are to be,considered special inspectors by.enforcement'agencies and shall demonstrate competence, to the satisfaction`of the enforcement agency, to conduct the required visual nspecfions and diagnostictesting'of the regulated energy efficiency 'features installed in the'dwelling: If the documentation author who,produced the certificate of compliance documentation for the dwelling 'is not an employee of the builder -or subcontractor, the-documentation'author for -the dwelling may.also act to perform the responsibilities ofa HERS -rater ';;provided the�documentation author:has met the requirements and has beec n: c'e'rtified-as•: Madlin s 'k enterprises Title 24 2008 Buildinq Energy ;Efficiency Standards Residential Manual "Excerpt HERS Raters — Compliance Forms CF -4R Testing are allowed for document submittals, subject to verification that the information.contained on the copy conforms to the registered'document information currently on file in`the- provider data registry for the"dwelling. A completed signed registered copy of the Certificate of Field Verification and Diagnostic Testing (CF -4 R) must be posted at the building site for review by the enforcement agency in conjunction;with requests for final inspection- for: each dwelling unit For more information on •the ro[es;and responsibilities for HERS raters,'refer to Reference_ Residential Appendix'Section'RA2-.4.2. i. j> v �., rte. � :� .�.• :r ,r :. 4 :• ,,.' t l p.' � , 9'..t" n ,t� . ;t 1 .�'}''..r�P ,' _ � � � e� , -.,. ; y a!•. � .�. 'a3" ,"' � : rF ;y ■wcr a rw `S. <,.�r w. Jf . , + �. -r. +. .+•r - r•w � a : ,Z:c_� `.. /.; �r t.• a +�, .} A � "�" N f� � re �'t � i+' tv .. .. `' *r c,.. t, . t ri >�'�liv� v�.�1^` � ��' ., r sr` ;� F;,y, f S i.Y• {� ,,... •f �. F a , _ :_ti. a+C'ti -s�•'� ,y -�tR x ~i t'r �,LS ' y' .'s t4V ry -:Madli S Catherine M. Madlin, Certified Energy Analyst W 760-322-5004 / 323-3644 Fax ento p se Post ice Box 1443 w Palm Springs, CA 92263-1443 'v Cmadlin@aol.com ....'... Title 24 2008 Building Ene ay Efficiency StandardsResidential Manual Excerpt Contractor or Builder Responsibilities to'Owner/Occupant Corroboration of.information'providedfor the ownerloccupant:'At final inspection, the enforcement agency shall require the builder to, leave in the building'(for the building owner at occupancy] energy compliance, operating, maintenance, and ventilation.informaton docur-hentation as spedified,by,• 4. Compliance docurnents'.for the'building shall at a:minimum,include.-information indicated on forms: Certificate of Compliance` (CF h1 R); Enstallation'Certificate 0=6R); and, for buildings for' which compliance requires HERS.field',verification, Cerfificate(s) of Field Verification and Diagnostic Testing (CF -4R). These -forms shall be :copies'of the documentation submitted to or.approved by the " enforcementagency, and the copiesrriu'k conform to the applicable-.' requirements of §10-103(6) ! ' Operating informat16n shall include inon how to operate or, maintathe buildings energy featur 1, ?'. terials 'components,°'and mechanical devices ,= c6rrectiy and efficiently„Such information shall be coriiained in a folder or manual :which.provides all information' specified, in,§10-103{b)."This operating infbrmation; shall be in paper or'elertronic format. for dwelling units,' buildings ory#enant spaces that are not individually owned and operated, or.are centrally operated'- -s66 perated' - s:66 i information shall be provided to the person(s) responsible for operating the; Ieature,�material,-component, or:me hanical device installed in the building: This; operating information shaft 6e iri paper or electronic.€ormaiji ;t , r 3 ' xMaintenance information shall be provided for all features, -materials components, and manufactured: devices that require routine.maintenanre for efficlent operation. -Re routine; maintenance actions shall,be dearly stated a ,,, x PV , �and inco�porate�t ori a readily accessible.label.'The �abel.may be limited �to �, r identifying, by iitle;andJor publication numbet, Ahe"operation and maintenance manual for that paitcular.model.and type;o€feature, material,^component or -~ -- - ^ manufactured, device For dwelling units, buildings or<,tenant spacesthat are not', individually owned„ and operated; or are centrally operated,, such information'shall provided 16 the persons) responsible4or`mainiaining the feature, .material, ` s Y 4. component, or rriech_anical device installed in the'tiuilding. This maintenance t',, ` _ - L s .;information shall be. n paper"or electronic format t Ventilation information shbil include a. description of the quantities of.outdoor-air - y E _ . nt x #hat the :ve y ilation sstems) are designed :tci provide to'the building's T! Sx r .n �' _ :conditioned space ,and. instructions for,proper operation and maintenance of ventilation.system::For:bildings:or.tenant spaces that are no# individuaily awned -'•. • �: and opera#ed„ or.ane centrally operated, such;information shalllie provided to'the ' w= ;A ; .} r �' person(s) responsible for operating and maintaining Ahe feature;= material, CS n 4 .!. r t component, or mechanicl,ventilataon dewce Enstalled m the"Wilding. ?his information shall be:i'n paper=orlec#ronic formai y W r 15 t . t a-. .4. s •f, y ,'. . r ',. , s '3 tt *r: t t. 'w ..s •,r'r'a r•au• i 4h S c rr.'.3 + 3 M s' rr .r f .. > a 'Y y 4.- 3 •e f L s � wi r S**� i � � S , 3 Y r•, �f �. ; � s' t u ^^ < S�, , _. :; :S:?v .......aL'+r": � ".. ..r:.e. yrs,. ,,... ..:.....-.J ._ __. _ �° 14 � ...� x..:._ ..i.a.. ' '� a.... _ ..''�.}•-} Maatin s enterprises Catherine M. Madlin, Certified Energy Analyst • 760-322-5004 / 323-3644 (fax) .... v . Manufacturer's Specifications Thermal Performance Data s,''; Ifflua-'� MES Clad Casement Designer igner Sash (CWC) Glazing Options U -Factor SHGC Vt CR Insulated Glass Clear Glass 0.47 0.53 0.5643 Insulated Glass LoE -179 0.37 0.48 0.5353 Insulated Glass LoE - 179 Cardinal Argon 0.35 0.48 0.5354 Insulated Glass LoE - 179 Cardinal 0.37 0.48 0.5351, - Insulated Glass LoEl - 240 0.35 0.18 0.2755 Insulated Glass LoEl - 272 Cardinal Argon 0.33 0.29 0.49 5 Insulated Glass LoEl - 272 Cardinal 0.36 0.29 0.49'52' Insulated Glass LoEl - 366 0.35 0.19 .0.4455 Insulated -Glass LoEl - 366 Cardinal Argon 0.33 0.19 0.4456 Insulated Glass LoEl - 366 Cardinal 0.36 0.19 0.4453 Insulated Glass LoE 3 - 366/i81 0.30 0.18 0.3943 Insulated Glass LoE 3 - 366/i81 Cardinal Argon 0.29 0.17 0.3944 Insulated Glass LoE 3 - 366/i81 Cardinal 0.31 0.18 0.3941 Insulated Glass LoE 2 - 272/i81 0.31 0.26 0.4343 Insulated Glass LoE 2 - 272/i81 Cardinal Argon 0.30 0.26 0.4344 Insulated Glass LoEl -.272/i81 Cardinal 0.32 0.26 0.4341 Insulated Glass 7/8" Bar Clear Glass 0.47 0.48 0.5043 Insulated, Glass. 7/8" Bar LoE - 179 0.37 0A3 0.48,53 I ted. as 713 ri.sula 6i� �".s 7/8'.': ar LoE - 179 Cardinal Argon 0.35 0.43 0.485.4 Insulated Glass 7j&'Bar WE - -179 Cardinal 0.37 0.43 0.48 :51 insulated. Glas's 7/8" Bar LoE 2 -240 0.35 0.17 0.24`55 Insulated Glass 7/8"Bar LoEl - 272 0.35 0.26.0.44.:55 Insulated Glass 7/8" bar LoE 2 - 272 Cardinal Argon 0.33 0.26 52 Insulated Glass 7/8" Bar LoE 2 -.272 Cardinal -0.36 .0.26 044 52 Insulated Glass 778" Bar LoE 3 -366 0.35 0.18 0.3955 .Insulated Glass .7/8"'Bar LoP - 366 Cardinal Argon 0.33 0.16 0.35.56 Insulated Glass 7.18' -'Bar LoE3 .-.366 Cardinal 0.36 0.18 .0.39'53 ris'ulaibd Glass* 7/8". Bar Lo . E' --36 6/J81- 0.30 0.16 035:43 Insulated Glass 7/8" Bar 366/i87 Cardinal Argon '0.29 -.0.16 '0.35:44 Insulated Glass 7/8" Bar L. .6 E 3 1366/411 Cardinal 0.31 0.16 0.35,41 ,Insulated Glass 718".Bar L61E 2 _'272A81 0.31 0.24 0.39,43 Insulated Glass 7/8". Bar Lot' - Cardinal Ardon 0.30 44 r Thermal Performance Data ATRIES s,ERRA VOXIFIC Clad Casement Picture Designer Sash (C WCP) Glazing Options U -Factor SHGC Vt CR Insulated Glass Clear Glass 0.47 0.63 0.6543 Insulated Glass LoE - 179 0.35 0.57 0.6253 Insulated Glass LoE - 179 Cardinal Argon 0.33 0.57 0.6254 Insulated Glass LoE - 179 Cardinal 0.36 0.57 0.6251 Insulated Glass LoE2 -240 0.34 0.22 0.3254 insulated Glass w ... . -.. 1oE2--272" : " .0 34 0:35:<:© _.. 57w4� Insulated Glass LoE2 - 272 Cardinal Argon 0.31 0.35 0.57 55 Insulated :Glass LoE2 - 272 Cardinal 0.34 0.35 0.5752 Insulated Glass LoE3 -366 0.33 0.24 0.51 55 Insulated Glass LoE3 - 366 Cardinal Argon 0.30 0.23 0.51 55 ' Insulated Glass LoE3 - 366 Cardinal 0.34 0.24 0.51 52 Insulated Glass LoE3 - 366h81 0.28 0.22 0.4543 • Insulated Glass LoE3 - 366/i81 Cardinal Argon 0.26 0.22 0.4544 Insulated Glass LoE3 - 366/i81 Cardinal 0.29 0.22 0.4540 Insulated Glass LoE2 - 272/i81 0.28 0.32 0.51 42 Insulated Glass LoE2 - 2721i81 Cardinal Argon 0.26 0.32 0.51 43 Insulated Glass LoE2 - 272/i81 Cardinal 0.29 0.32 0.51 40 Insulated Glass 7/8" Bar Clear Glass 0.47 0.57 0.5843 Insulated Glass 7/8" Bar WE -179 0.35 0.51 0.5553 Insulated Glass?/8'.' Bar LoE.- 179 Cardinal Argon 0.33 0.51 •:0.55:.54 Insulated.Glass 718" Bar LoE - 179�Cardinal 0.36 0.51 0.5551 Insulated .Glass 7/8" Bar LoE2 -2400.34 0.20 0.28 54 -insulated �Glass 7/8'.' Bar LoE2 -272 0.34 0.32: 0.5054 Insulated Glass 7/8", Bar LoE2 - 272 Cardinal Argon 0.31 0.31 '0.50 55 Insulated Glass 7/8" Bar LoE2 - 272 Cardinal 0.34 .0.32..:0.50 52 Insulated .Glass 7/8'` ,Sar LoE3 - 366 0.33 0.22 0.45'55 Insulated Glass 7/8" Bar LoE3 - 366 Cardinal Argon 0.30 0.21 0.4555 Insulated Glass 7/8":Bar LoE3 - 366 Cardinal 0.34 0.22 0.45:52 Irisulated Glass 7/8" :Bar LoE3 = 366A81' 0:28 0.20 Insulated Glass 7/8" ;BarLoE3 -"366A81 Cardinal Argon 0.26 .0.4143 0.20. 0.41.44 Insulated Glass 7/8" 'Bar LoE3 = 366689 Cardinal 0.29 0:20 .0.41 40 Insulated Glass 7/8" Bar 1oE?>-_272/i81. 0.28 0.29 0.45 42 .Insulated Glass 7/8" Bar` LoE2 - 272/i81 Cardinal Argon 0.26 0.29;1. 0 45, 1 43 Print bate:.: ' '� ,201 Performance Data,SIM t A OIr1Uoe W -.-Thermal aAC1Ftc INIDusralr� -Clad Patio Slider 4 5/8" Stiles (C -PS) Glazing Options U -Factor SHGC Vt CR Insulated Glass Clear Glass 0.46 0.52 0.5443 Insulated Glass LoE - 179 0.36 0.46 0.5252 Insulated Glass LoE - 179 Cardinal Argon 0.34 0.46 0.5251 Insulated Glass LoE - 179 Cardinal 0.36 0.46 0.5249 Insulated Glass LoEz - 240 0.35 0.18 0.2653 tinsulated :Giass:LoE2,7:272.., , .. 0:34 0:28.: K;0.47 5.3 ✓ Insulated Glass LoEz - 272 Cardinal Argon 0.32 0.28 0.4752 Insulated Glass LoEz - 272 Cardinal 0.35 0.28 0.4750 Insulated Glass LoE3.- 366 0.34 0.19 0.4253 Insulated Glass LoE3 - 366 Cardinal Argon 0.32 0.19 0.4253 Insulated Glass LoE3 - 366 Cardinal 0.35 0.19 0.4250 Insulated Glass , LoE3 - 3661i81 0.30 0.17 0.3849 Insulated Glass LoE3 - 366/i81 Cardinal Argon 0.29 0.17 0.3849 Insulated Glass LoE3 - 366681 Cardinal 0.31 0.17 0.3846 Insulated Glass LoEz - 272/i81 0.31 0.26 0.4248 Insulated Glass LoEz - 272/i81 Cardinal Argon 0.29 0.25 0.4248 Insulated Glass LoEz - 272/i81 Cardinal 0.31 0.26 0.4246 Insulated Glass 7/8" Bar Clear Glass 0.46 0.45 0.4743 . Insulated Glass 7/8" Bar LoE - 179 0.36 0.40 0.4552 Insulated Glass 7/8" Bar LoE - •179 Cardinal Argon 0.34 0:40 0.4551 Insulated'Glass 7/8" Bar LoE - .179 Cardinal 0.36 0.40 0.4549 Insulated Glass 7/8" Bar LoE2 -240 0.35 0.16 0.23 53 Insulated Glass 7/8" Bar LoE2 --272 0.34 0.25 0.41 53 Insulated Glass 7/8" Bar LoEz - 272 Cardinal Argon 0.32 0.24 0:41: 52 Insulated Giass 7/8":Bar LoEz -:272 .Cardinal 0.35 0.25 0.41 50 Insulated Glass 7/8" -.Bar LoE3 -366 0.34 0.17 0.37 53 Insulated Glass 7/8" Bar LoE3 - 366 Cardinal Argon 0.32 0.16 0.3753 Insulated _Glass 7/8",Bar LoE3 - 366 Cardinal 0.35 0.17..0.37 '50 Insulated Glass -7/8" Bar 16E3.=366/i81...; 0.30 0.15 0.3349 Insulated Glass7/8" Bar LoE3-`366/i81 Cardinal Argon 0.29 0.15 D.33"49 Insulated Glas6.7/8"Bar LoE3'=.366l01 Cardinal 0.31 0.15. -0.33.46 .Insulated Glass 7/8" Bar LoE2 - 272/i81 031 0.22 0.36 48 =lnsulated'Giass7/8" Bar `L6Ez:='2721i81 Cardinal Argon 0.29 + 0 22 0.36'48 r ?. ,Print Date May 17, :209 9 Thermal Performance Data �P4": Clad Inswing Door 4 5/8" Stiles (C -ID) Glazing Options U -Factor SHGC Vt CR Insulated Glass Clear Glass 0.45 0.47 0.4945 Insulated Glass LoE -179 0.36 0.42 0.4755 Insulated Glass LoE -179 Cardinal Argon 0.34 0.42 0.4756 Insulated Glass LoE -17.9 Cardinal 0.36 0.42 0.4753 Insulated Glass LoE2 -240 0.35 0.16 0.2457 lnsulatedrGlass-.... _..LoE2 X272,: ; ^ ,. _.... :M 34 ..,0:26 -U.43Z7. / Insulated Glass LoE2 - 272 Cardinal Argon 0.32 0.25 0.4357 Insulated Glass LoE2 - 272 Cardinal 0.35 0.26 0.4354 Insulated Glass LoE3 - 366 0.34 0.17 0.3958 Insulated Glass LoE3 - 366 Cardinal Argon 0.32 0.17 0.3958 Insulated Glass LoE3 - 366 Cardinal 0.34 0.17 0.39 56 Insulated Glass LoE3 - 366/i81 0.30 0.16 0.3444 Insulated Glass LoE3 - 366A81 Cardinal Argon 0.29 0.15 0.3447 Insulated Glass LoE3 - 366/i81 Cardinal 0.31 0.16 0.3444 Insulated Glass LoE2 - 272/i81 0.30 0.23 0.3844 Insulated Glass LoE2 - 272/i81 Cardinal Argon 0.29 0.23 0.3847 Insulated Glass LoE2 - 272/i81 Cardinal 0.31 0.23 0.3844 Insulated Glass 7/8" Bar Clear Glass 0.45 0.41 0.4245 Insulated Glass 7/8" Bar LoE - 17.9 0.36 0.36 0.4055 Insulated Glass 7/8', Bar LoE-179_Cardinal Argon 0.34 0.37 0.4056 Insulated Glass 7/8" Bar LoE - 179 Cardinal 0.36 0.36 0.4053 Insulated Glass 7/8":Bar LoE2 -240 0.35 0.14 0.21 57 Insulated Glass 718':I Bar LoE2 -272 0.34 0.22 0.37'57 :Insulated Glass 718" Bar LoE2 - 272 Cardinal Argon 0.32 0.22 0.3757 .Insulated Glass 7/8".Bar LoE2 - 272 Cardinal 0.35 0.22 0.3754 Insulated Glass 718" Bar Lot' - 366 0.34 0.15 0.33'58 insulated. Glass 7/8" Bar LoE3 - 366 Cardinal Argon 0.32 0.15 0.3358 Insulated Glass 7/8",:Bar LoE3 - 366 Cardinal 0.34 0.15 0.3356 Insulated Glass 7/8" Bar LoE3 366/i81 0.30 0.14. 030,44 Insulated Glass 7/8"'Sar L6E3 = 36681'Cardinal Argon 0.29 0.14 0.30%47 Insulated Gl6ss.7/8":Bar LoE3 = 366/i81 Cardinal .0.31 -0.14 0:30 44 Insulated Glass 718" -Bar LoE2 - 272/i81 0.30 .`0.20 0.33'44 insulated Glass 718" Bar toE1=.27.2681 Cardinal Argon , 0.29 .0.20 0.33-47 E L s r _ _Paint Date Ma 17 r ti y ,:2011, TECHSHIELD° LP TechShield Sheathing can be used as a radiant barrier on roofs and gable ends to reduce solar gain. This product installs like con- ventional roof sheathinf, requiring no additional labor. R.• i Store LP TechShield panels in a clean, dryarea. Do not store in direct contact with the ground. Protect from moisture priorto and during installation. Outside storage, if necessary, requires panels to be covered with plastic sheets or tarpaulins with the sides loosely covered to provide adequate air ventilation. - Handle LP TechShield panels as you would other APA rated LP sheathing products. Be careful not to drop on corners or crush • Place the skid -resistant side up wlth.the APA trademark stamp . facing down and wear skid -resistant shoes when installing the roof sheathing. • Install with the long dimension or strength axis of the panel across supports and with the panel continuous overtwo or more spans. • Provide 1/8" minimum space at panel ends and edges. Use a spac- er tool (i.e. 10d box nail) to assure accurate and consistent spacing. • Panel end joints shall occur overframing. Stagger end joints in each succeeding row. • Provide additional panel stiffness by installing panel edge clips mid -span on all un -supported edges. • Nail 6" o.c. along supported panel ends and edges and 12" o.c. at intermediate supports. Fasten panels 3/8" from panel edges. Use 8d common nails for panels up to 1" thickness. For panels over 1" use 8d ring -shank or 10d common nails. Other code -approved fas- teners may be used. • Cover roof sheathing as soon as possible with roofing felt or shin- gle underlayment for protection against excessive moisture prior to roofing. If any edge swel ling'occurs prior to roof undedayment 'installation; all raised joints should be sanded flat. • Allow sheathing to. adjust to humidity and moisture conditions before shingle installation. • Remove durinkles-and flatten surface of.shingle underlayment •ibefiireinstallingshingles High. -O r6rmanceshingleunderlay mentis recommended for better results 7- w LPO TECHSHIELD° RADIANT BARRIER SHEATHING panel edges. Keep panels well supported and neatly stacked to prevent warping. Use caution to avoid damage to the radiant barrier foil surface. 9 Installing LP TechShield sheathing In the gable ends will help contribute to the reduction in solar gain and the overall energy efficient design of the attic space. As with the Installation of LP TechShield sheathing on roofs, It is important that It Is installed with the foil side facing Into the attic. For a copy of the warranty or for installation and technical support visit: www.lpcorp.com/techshield Phone: 888.820.0325 Email: customer.support@lpcorp.com • Heavierweight acid/ortextured shingles are recommended to bet- ter mask imperfections in roofing assembly. NOTE: Check with your local building department before deciding on an installation method. Wood Truss Roof System 3/4' min, air space LPTechShield foil side fadrtgdovm Roofing 3J4 -min. • airspace .. Vaulted Roof System 3/W -min. air space .u, cuuy wunnna-Tamm wrip2uon. al rights reserved. LPand TechShield are registered trademarksof Loulslanapadflc roryordtlon. PrMtedlnUS.A;NOTE: LoulsknrPxlflc COryoratlan pedodloltyupdatesarN' . revises Its poductinfovnatdon Toverlfy.thlsvemloniscurrentca11800-648-6893.• + sr -ti^•- -E p ..c - ` +'i 's .: :� '•. � -%t� P � �' .i. e. i� }� � 4 � f, ti.� 5 r.� � t� y. y r �•- . `'" ;" X LP' TechShield° Radiant Barrier Sheathing Micro -Vented For Faster Drying A thin layer of aluminum laminated directly to our OSB sheathing, LP® TechShield® Radiant Barrier Sheathing is ideal for new construction. Product Summary • Installs just like conventional roof sheathing, no additional labor costs • Patented post -lamination foil incising process - • Increases the efficiency of the HVAC system, ductwork and insulation • Lowers attic temperatures by up to 30' F • Reduces monthly energy bills by up to 17% • 20 -Year Transferable Limited Warranty Product Specifications • Laminated to APA exposure 1 rated oriented strand board • Also available in Struc-1 panels • Available in standard 4' x 8' panels • Available thicknesses: • ' 2�16�' , • 15�32� • 1�2� , • 19/32" • 23/'32" LP TechShield Sheathing is made using our patented post -lamination foil incising process, which creates a series of micro -vents. These micro -vents allow LP TechShield to dry from moisture encountered during construction more quickly than other radiant barrier panels. It also allows for moisture evaporation throughout the life of the product. Industry Certifications • Certified by the APA -The Engineered Wood Association • Conforms with U.S. Voluntary Product Standard PS2; ICC Evaluation Service Report NER-108, The NER-108 report has been evaluated under the requirements of. The 2000 International Building . Code; The BOCA National Building Code/1999; The 1999 Standard Building Code; The 1997 Uniform Building Code; The 2000 International Residential Code; The 2002 Accumulative Supplement to the International Codes; The 1998 International One and Two Family Dwelling Code • Conforms with HUD Use *of Materials Bulletin No. 40c r Material Safety Data Sheets are available at LPcorp.aom. Drying Performance Comparison OSB. vs. Radiant Barrier Sheathing %M.Q 45% 40% naso 30% 20% �4_ - • 15% t _ 10% : `s 4 *TedYca,auaedetow rpacweltomco�trucnm 5%= w7mtaoUaotenanaaN��esapplma -�; �.,� ,��{ • '. � ;�= ti �0 % a tT 10 j' "' 20 30 40' S0 r 80 1 70 { k $0y 4 ' A w 6l91 7/16058 No Fdi 0eed� r r1, + i {" ,;� to ' 4tf "woo&aetAebletP7etldMelO(Ind �" }'"DBy�OfDly/n9 y, 'i,r. ° r�.r. d' • ` '"r a1 >/16�8 BefmdBrSh�ldnp (Na ) ` x �1a7 . ,r"+ y' .r+..... 7 t..�• u•�, y� est y,;•J g,+r. OM1 1 ' t� r ,r a � ,X. • '•• 4 g L t• i r. RA, -,d LEGACY REPORT NO. NEW ICC -ES REPORT NUMBER 9822B ESR -1709 9829B ESR -1402 9837C ESR -1878 9838B ESR -2288 9840 ESR -1193 9845 ESR -1182 9853 ESR -1082 9915C ESR -2700 9920C ESR -1141 9962 ESR -1286 9967 ESR -2576 �i x�;33,..KLi�"yi+�FYJ '� 'sS.u' �" 3 : -� "G,.�t 3� �jre i i3 �{.[ *+ 'i '�, S&'i `,..pp -• �%j' j ^c n.: NES Legacy � � ♦s'' 1 *a ' .t 'f .eb`a`% l XJ yyi ,A' f f'� ij�' q-• Reports, r �a �' k .•..� .:J ��: .,-NER-108 *ESR -2586 ,. NER-227 ESR -1660 NER-236 ESR -1798 NER-284 ESR -1165 NER-303 ESR -1626 NER-358 ESR -1364 NER-413 ESR 2614 NER-420 EASR-1826 NER-422 ESR -2554 NER-423 ESR -1491 NER-432 ESR 2613 NER-438 ESR -1112 NER-442 ESR -1040 NER-443 ESR -2615 NER-446 -ESR-1336 NER-449 ESR -1375 NER-457 ESR -1791 NER-460 -=ESR-1565