The URL can be used to link to this page

11-0541 (SFD)P.O. BOX .1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT - Application Number: 11-00000_541, Owner: Property Address: �` 53408 -VIA DONA YATES, BRIAN & HEATHER _ APN: 772-420-999-21 -298944- 4511 TOWHEE DR. NW Application description: DWELLING - SINGLE FAMILY DETACHED GIG HARBOR, WA 98332 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 446728 ' Contractor: Applicant: Architect or En ineer:. MONARCH HOMES DESERT DI it VI) %4 �l�?yr�/JI,/� 49950 JEFFERSON ST, #13 1 �N .14A / I� ` INDIO, CA 92201 (760)413-8863 VOICE (760) 777-7012 FAX (760) 777 -7011 - INSPECTIONS' (760) 777-7153 yDate: . 7/28/11 N INC 4 Rll `' J 201 t 2 E LQPERMIT Lic. No.: 457228 CITYOFLAt��IfN7A FfC1I%_kcE sP3 LICENSED CONTRACTOR'S DECLARATION f ._ WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: - Section 70001 of,Division 3 of the Business and Pe ionals Code, and my License is in full force and effect. _ - - _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided ' License Class: B License No.: 457228 _ for by Section 3700 of the Labor Code, for the performance of the work for which this permit is ' - �- Date:a 9 -r ontrac - - 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 OWNER -BUILDER DECLARATION - insurance carrier and policy number are: I hereby affirm, under penalty of perjury that I am exempt from the Contractor's State License Law for the - Carrier STATE FUND - Policy Number 719000322 " - reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any _following construct, alter, improve, demolish, or repair any structure, prior to its issuance; also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to filea signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - - ... and agree that, if I should become subject to the workers' compensation provisions of Section License. Law I(Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code,.l shall forthwith comply with those provisions. 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 155001.:. Date: Applicant: - (_) 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State.License Law does not apply to an owner of property who builds or improves. thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND ' and who does the work himself or herself.through his or her own employees, provided that the - DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ' one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf.this application is made, each person at whose request'and for pursuant to the Contractors' State License Law.).. whose benefit work is performed under or pursuant to any permit issued as a result of this application, ( 1 I am exempt under Sec. , B.&P.C. for this reason 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. , Date: Owner: 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 issuance of such permit, or cessation of work for 180 days will subject CONSTRUCTION'LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the '• - I certify that Lhave read this application and state that the above information is correct. I agree to comply with all - work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Lender's Name: - / /ate: /Signature (Applicant or Agent): _ Lender's Address: LQPERMIT LQPERAIIT Application Number . . . . . 11-00000541 Structure Information _ Construction Type . . . . .: TYPE V, UNPROTECTED Occupancy Type DWELLG/LODGING/CONG <=i0 Other struct info CODE EDITION 2010 ' # BEDROOMS. 4.00 FIRE.SPRINKLERS YES GARAGE SQ FTG 930.00 PATIO SQ FTG 625:00 NUMBER OF UNITS' 1'.00 1ST FLOOR SQUARE FOOTAGE 4670.00 2ND FLOOR SQUARE FOOTAGE 404.00. Permit BUILDING PERMIT Additional.desc..' Permit'Fee 1854-.00 Plan Check Fee 1205.10 - Issue Date. Valuation 446728 Expiration Date 1/24/12 Qty Unit Charge Per Extension BASE FEE 639.50 347.00 3.5000 THOU BLDG 100,001-500,000 1214.'50 Permit ELEC-NEW RESIDENTIAL Additional.desc Permit'Fee 226.19 -Plan Check Fee 56.55 Issue Date • Valuation 0 Expiration -Date'.,. 1/24/i2 Qty Unit Charge -Per Extension BASE FEE 15.00. • 5074.00 .0350 ELEC NEW RES.- 1 OR 2 FAMILY 177.59- 930.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 18.60 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15-..00, Permit GRADING PERMIT Additional deso . Permit Fee 15.00. Plan Check Fee 00 Issue Date . . Valuation . . . . 0 Expiration Date 1/24/12 Qty Unit Charge Per .Extension BASE FEE 15.00 Permit . . . . . . MECHANICAL LQPERAIIT Application Number . . . . . 11-00000541 Permit MECHANICAL Additional desc . Permit Fee . . . . 163.50 Plan Check Fee 40.88 Issue Date. Valuation . . . . 0 Expiration Date 1/24/12, Qty Unit Charge Per Extension BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 - 1.00 11.0000 EA MECH FURNACE >100K 11.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49.50 7.00 6.5000 EA MECH VENT FAN 45.50 1.00 6.5000 EA MECH'EXHAUST HOOD 6.50 Permit .' PLUMBING Additional desc . Permit Fee 202.50 Plan Check Fee 50.63 Issue Date . . Valuation 0 Expiration Date 1/24/12 Qty Unit Charge Per Extension BASE FEE 15.00 20.00 6.0000 EA PLB FIXTURE 120.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 - 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00" 3.0000 EA PLB WATER.INST/ALT/REP 3.00 1.00 - 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 14.00. .7500 EA PLB GAS PIPE >=5, 10.50 1.00 15.0000 EA PLB GAS METER 15.00 -----Special Notes and Comments 5074 SF 2 -.STORY SFD. TYPE V-'B -CONSTRUCTION,,.R-3 OCCUPANCY W/ FIRE SPRINKLERS. 2010 'CODES "PERMIT DOES NOT INCLUDE BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, BBQ -S and DRIVEWAY APPROACH** Other Fees . . . . ART IN PUBLIC PLACES -RES 616.82 BLDG STDS ADMIN (SB1473) 18.00 DIF COMMUNITY CENTERS -RES'. 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY REVIEW FEE 120.51 DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 MULTI -SPECIES ('MSHCP)„ FEE 1284.00 LQPE%NIIT Application Number 11-00000541 Other Fees . . . DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 44.67 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION.- RES 1930.00 Fee,summary Charged Paid Credited Due Permit Fee Total 2461.19 .00 .00 2.461.19 Plan Check Total 1353.16 1000.00 .00 353.16. Other Fee Total" 6559.00 .00' 00 6559'.00 ' Grand Total 10373.35 1000.00 .00 9373:35 ' r LQPERi\11T - Building Address C� j3. 4o O \J`P Owner ]S'R-I Address TitT 4 4 a" P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA CALIFORNIA 92253 City Zip lel. Cactor Ah oAI" 140MC5 • Dr ve- Address p 76u, I- 8��3 & Classif. I Lic. # Hrcn., tngr., - I' Designer E��/� krj IL Qj �1`-e-d't'"f y Zi State Lic. # [,Z5 j84 v — LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE 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). O 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 Code: 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. O 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 manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, alter 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. OCC. GRP. A.P. Number �J :J!:::7 474 Onfl- Legal Description - Project Description Sq. Ft. Size S �� No.' No. Dw. Stories Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation 1 PERMIT AMOUNT Plan Chk. Dep. DOO, 00 Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure 5 - TOTAL { REMARKS { r 1 r}fir •; .�1 t7i 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 Bin # City 0f ' Ld 'Qui0nit 7:. . Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: -/?0,,j 4 ,3- aOwner's Name: S A. P. Number: "7 Z D _ DO Address. Mo„Jga t s O - stl�J .sT-i 3 Legal Description: to 7- %t t City, ST, Zip: t�G lro Z.ZO Contractor: C� e4t-.s Telephone: tP3 `f (P3 6 f n:'f% Address: [� '� IL/_3t) Project Description: City, ST, Zip: _Z Ctto (T, Z.Z-o I Telephone: (Q 3 g State Lic. L� L) t'/1 (3 L 'p> �S Arch., Designer: P ngr., Q 1 3 fr Address: City, ST, Zip: Telephone: o s s State Lic. #: :.:::iyv2rr:;;;•i,.;:ti>� �a:i:::;•.b,'o-'�, 2,' . .9�:y .f��;S�:;;:� �'�a•:+MSN'��%fn iir3 <xfa:2' Constuction Type: Occu ancy: Project circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units:-, Name of Contact Person: 6 J Telephone # of Contact Person: 9 SO LP ? Y Ap 3 t \ Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recc'd TRACKING PERMIT FEES Plan Sets 49 Plan Check submitted /y Item Amount Structural Calks. a Reviewed, ready for corrections Plan Check Deposit Truss Calks. Called Contact Person Pian Check Balance Titie 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan V Review, ready for correctio issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees O N5 .door ! l� -Ew 4 i %Jtuw Coachella Valley Unified School District This Box For DistrIict use Only 83-733 Avenue 55, Thermal, CA 92274 DEVELOPER FEES PAID (760) 398-5909 — Fax (760) 398-1224 AREA: AMOUNT LEVEL ONE AMOUNT: LEVELTWOAMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: .. ' RECEIPT: CHECK #:. INITIALS: CERTIFICATE OF COMPLIANCE ' (California Education Code 17620) Project Name: Date: July 27, 2011 Owner's Name: -Brian Yates Phone No. (760) 413-8863, Project Address: 53-408 Via Dona, La Quinta, CA 92253 Project Description: New Single Family Dwelling T APN: 777420 004 Tract #: Lot #'s-. Type of Development: Residential LXX Commercial Industrial Total Square Feet of Building Area: 5074 Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on, behalf of a owner/developer. Dated: 7/! Signature: i V L QCm 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 17620 65995. Approval . Prior to 1/1/87 Requirement Number of Sq.Ft. 5074 Amount per Sq.Ft. $2.97 Amount Collected $15069.78 " Building Permit Application Completed: Yes/No By: Jamie T. Brown, Asst. Supt., Business Services Certificate issued by: Marcela Valdez, Construction Analyst' Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND JTATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requi es that this District provide (1) written 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 protest th imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this No ice shall 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 per cc of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth wheth payable 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 here is 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. �Sl•':ulca. ii.: s :i; +.°ees Lrt i#it::aie of ciaxul> i:aslc fol, updated '1-300 11/2010 J RECORDING REQUESTED BY: Orange Coast Title Co. AND WHEN RECORDED MAIL TO: Brian Yates & Heather Yates 4511 Towhee Dr. NW Gig Harbor, WA 98332 ��a1-7 o' C-�� - � No.: 210-1208616-10 GRANT THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOC # 2010-0579535 12/03/2010 02:54P Fee:18.00 Page 1 of 2 Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIII S R U PAGE SIZE DA MISC LONG RFD COPY M A L 465 426 COR COR SMF NCHG EXAM CTY UNI T. DOCUMENTARY TRANSFER TAX�is-$235,.-_4.O--�--.f [X] computed on full value of property conveyed, or [ J computed on full value less value of liens or encumbrances remaining at time of sale. [ ] Unincorporated area [X] City of La Quinta AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, MKA Real Estate Opportunity Fund I, LLC, a California Limited Liability Company hereby GRANT(s) to: Brian Yates and Heather Yates, husband and wife, as joint tenants the real property in the City of La Quinta, County of Riverside, State of California, described as: LEGAL DESCRIPTION ATTACHED HERETO AS EXHIBIT "A" AND MADE A PART HEREOF Also Known as: 53408 Via Dona Lot 21 D - Vacant Land, La Quinta, CA 92253 AP#: 777-420-004-9 DATED November 15, 2010 STATE OF COUNTY OF Ore On 1L)0jX,!3nJ2RA Z' before me, .A Notary Public in and %a ;A MN Lin :alifornia r III who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are-subscribed to the within instrument and acknowledged to me that he/she•/they executed the same in his/her#heiP authorized capacity(ies), and that by his/her/their signature(s) on the instrument the RACHEL A. BRISTER person(s), or the entity upon behalf of which the persons Commission 8 1910230 acted, executed the instrument. z=u Notary Public - CallfornI8 I certify under PENALTY OF PERJURY under the laws of the State Orange County • of California that the foregoing paragraph is true and correct. ] M Comm. Ex iron OCt 24, 2014 WITNESS my hand and official seal. Signature \ * _ (Seal) MAIL TAX STATEMENTS TO PARTY SHOWN BELOW; IF NO PARTY SHOWN, MAIL AS DIRECTED ABOVE: T ()30 Dear Mr. & Mrs. Yates: The Hideaway Design Review Committee (DRC) reviewed the Final Working Drawings submitted for your home at Lot 21D. The project was given a conditional approval to start construction subject to -the following comments being addressed prior to your request for Setback Observation. 1. The column base detail needs to show a recess (an actual recessed panel). The written explanation and detail provided were not approved. This detail can be submitted as an exhibit attachment to the plans. 2. A custom garage door detail/drawing should be provided for review and approval.. The sample photo is conceptually approved; however, the horizontal bars would not be approved and the rings should be lowered to a height that would give the appearance of the carriage doors being operable. 3. The balcony outriggers should be further detailed for final approval. 4. There'is a wall at. the back of the pool that still appears to exceed the 18 maximum allowed. Please detail how this will be screened from the golf course. 5. There is palm that appears to be in the view.corridor of Lot 20 which would only be allowed with. the neighbor's written permission. Please contact Roxi Bardwell at (760) 393=5211 with any questions or to schedule your Pre -Construction meeting in the field once'a Building Permit has been obtained. No work may be done at the lot prior the issuance of. your ' Building Permit and Pre- PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY' AND THE CRIES OF: - BANNING BEAUMONT CALI M ESA 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 M COWFIRE 01PARTMEW IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montarias Rd., Ste. #201, Palm Desert, CA' 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 _ www.rvcfire.org I, May 25, 2011 JB Fire Protection 1251 S. Wright Street Santa Ana, CA 92705 ' i Re: Residential -Fire Sprinkler Plan Review The Yates Residence at the Hideaway 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 I/a 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 shutoff 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 afire . protections specialist. DO NOT remove this sign} 5) Refer to Approved fire sprinkler plans for "red -lined" change, to general note number 12 on page FS -l. NFPAI3D A7.6 { The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff.- (a) taff(a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. (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 inspections) aminimum 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 contact the Fire Department. to schedule inspection. Sincerely, By Jason Stubble Fire Safety Specialist y AIM ©,48 00- Hydraulics Summary Shut Project Information Calculation Date: 4/20/20119:08:39 AM (Yates Residence system ID drawing ref FS -2 Lot 21 D The Hideaway La Quinta, CA ventrad # /`wT fft ftfiww JB Fire Sprinkler 1251 Wright Street Santa Ana, CA calculated by JB telephone 714285-0200 fax 714285-0203 email Sprinklers in Remote No. Mfgr Mod SIN# Size K 2 1 Tyco LFII I TY2524 1 7/16 1 4.E 120 100 80 ca :Z = 60 co d L CL 40 20 building construction occupancy Residential authority Riverside County fin; Hydraulics Criteria ---r remote area spr coverage sprs flowing 2 pied volume 37.9 gal Flow Test static pressure 80.00 psi system type wet design std NFPA 13D hazard figure curve RECEIVED J 1111 I )IIVc-; 6 tiAl--�- i x I 1 . MAY 2 4 201 APPROVED FOR CONSTRUCTION - Y: DA 7 «BV3# ' " supply / oemana uxrapn 79.99 psi available at Sprinkler Demand of 74.23 psi,:. with System Flow of 34.7 GPM Margin: +7.2% - t 71 St3.'t� 'bi yam, J --z .S A"' #�, f A�;.* v. t, Stt � w,v:x �` f r ♦ .,�' �yyf?, * M 1 Alf N t85 `. 0 10 20 © Copyright 2010 Sigma Development Group, Inc. 30 Water Flow.(GPM) 40 50 Page 1 of 4 Supply Analysis Yates Residence Maximum velocity in pipe 0 - 1 is 14.6 ft/sec Nodes Analysis y 2 15.9 Hose Flow 61.50 5.0 Minimum Node Actual Node Elev Device KFactor .Flow Pressure Discharge Notes 102 29.4 ft 17.00 13.08 17.72 GPM psi GPM 2 15.9 Hose Flow 61.50 5.0 101 34.4 Sprinlder 4.90 17.00 12.04 17.00 , 102 29.4 Sprinlder 4.90 17.00 13.08 17.72 Pipe Information. Yates Residence 10 24.40 1" CPVC 1" Copper 1.1010 3E Len 1.0 C =150 From Elev1 Pi ID Flows Inside Length ft C Value Total (Pt) psi 2a.40 ft -20.3 Added . 27,2E Len .. 29.0 Ftg , 36.2 v Pt 12) 41.161 Pe -0.866 Pf 0.227 , 24.40 BN 34.7Total GPM Diameter .Fittings Fitting ft Pressure at Bev (Pe) psi Notes 4.0 Elev2 * 3T,6E Len , 114.3 Ftg 86.1 in Pt 15) 40.522 Pe 1.732 Pf 7.484 Friction Loss 28.40 To ft Type Total Total Total It psi/ft Frict(PI) psi. C =150 Pt 102) 13.083 101 34AO 1" CPVC Len 10.0 1.1010 E Ftg 10.6 Pe -2.165 102 29•40 BN 17.7Total 20.6 - 0.05441 Pf 1.119 13 24.40 1" CPVC 17.0 Len 32.8 C =150 Pt 101) 12.036 1.1010 5T,3E Ftg ' 69.5 Pe 4.330 101 34.40 BN 34.7 Total 102.3 0.18881 Pf 19.311 Total Pressure at Node 13) 35.677 psi 10 24.40 1" CPVC 1" Copper 1.1010 3E Len 1.0 C =150 Pt 11) 49.739 Pt 10) 51.923 13 24.40 BL 24.3 1.1010 E . Ftg 10.6 2a.40 Pe 0.000 -20.3 1.1010 27,2E Len .. 29.0 Ftg , 36.2 C =150 Pt 12) 41.161 Pe -0.866 Pf 0.227 11 24.40 BN 34.7Total 4.0 0.00348 0.18881 Pf 2.185 Pressure at 11:6 Total Pressure at Node 7u) 51.9!3 psi 12 2s•ao 1" CPVC 1" Copper 1.1010 3E Len 33.5 Ftg 31.7 C =150 Pt 13) 35.680 Pe -0.866 Pf 6.348 Pt 10) 51.923 13 24.40 BL 24.3 0.09734 Total 65.2 15 2a.40 1" CPVC -20.3 1.1010 27,2E Len .. 29.0 Ftg , 36.2 C =150 Pt 12) 41.161 Pe -0.866 Pf 0.227 Pf 5.892 12 26.40 BL 4.0 0.00348 Total 65.2 Total Pressure at Node 15) 40.522 Dsi 14 24AO r CPVC 1" Copper 1.1010 27,8E Len 114.3 Ftg 99.7 C =150 Pt 13) 35.680 pe 0.000 Pf 4.381 Pt 10) 51.923 13 24.40 BL 10.5 0.02048 Total 213.9 15 28.40 1" CPVC FR • 1.1010 T,4E Len 57.3 Ftg 49.8 C =150 Pt 14) • 40.061 Pe -1.732 Pf 2.193 Pf 5.892 14 24.40 BL 10.5Total 0.02048 107.1 11 24.40 1" CPVC 4.0 1.1010 * 3T,6E Len , 114.3 Ftg 86.1 C'=150 Pt 15) 40.522 Pe 1.732 Pf 7.484 15 28.40 BL 14.5 0.03736 Total 200.3 Total Pressure at Node 111 49.737 Ds! 11 24.40 1" CPVC 1" Copper 1.1010 4T,3E Len .48.8 Ftg 61.9 C =150 Pt 12) 41.161 Pe 0.866 Pf 7.711 Pt 10) 51.923 12 26.40 BL 20.3 0.06968 Total 110.7 Total Pressure.at Node 11) 49.738 psi © Copyright 2010 Sigma Development Group, Inc. Page 3 of 4 2 15.90 1" Copper a, T,GV,CV Len 10.3 C =150 Pt 10) 51.923 1.0550 Ftg. 15.1 pe 3.681 10 24.40 FR 34.7. 0.23243 E Pf 5.892 Total 25.4 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 4 M B 000 My Pine Infnrmatinn v�•e� Qe��ae., From Elev1 Pipe ID Flows Length ft C Value Total (Pt) psi ft Added Inside GPM Diameter fittings Fitting ft - Elev (Pe) psi Notes To Elev2 T in Friction Loss ft Total Total ft psifft Frict (Pf) psi 1 13.90 2" Copper 5.0 Len 91.5C =150 2) 61.498 5gal.demand ded for domestic 2.0090 EE,2E Ftg 13.6 Pe 0.866 2 .15.90 LN 39.7 Total 105.1 0.01294 Pf 1.360 p 0.00 1' Copper Len 12.0 C =150 1) 63.725 13.9' slope added for 6 lbs. pressure loss at 1• meter 1.0550 T Ftg 3.0 Pt 6.019 1 13.90 LN 39.7 Total 15.0 0.29810 Pf 4.478 Page 4 of 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Title='24 :Report _L- CEC Approved 2008 Building Energy Efficiency Standards Job Name The Hideaway Lot 21 D La Quinta, CA 92253 Prepared For Benjamin Hertz--,, Architect CITY OF QUI NTA ' BUILDING & SAFETY DEPT. APPROVED Prepared By ? FOR CONSTRUCTION ' Dave Bricker r. 4 Energy Consultant BY ! DATE Z ------ I MAY 2'4.2011 BY: ENERGY DRIVEN SOLUTIONS INC CAL TITLE 24 REPORTS NCI CERTIFIED AIR BALANCING P.O. Box 6705 LA QUINTA, CA 92248 760-541-9025 FAx 760-775-4723 CHEERS&CALCERTS CERTIFIED HERS RATER DAVEBRICKERPENERGYDS.NET CABEC CERTIFIED ENERGY ANALYST r BUILDING ENERGY ANALYSIS REPORT PROJECT = The Hideaway Lot 21 D La Quinta, Ca 92253 Project Designer: Benjamin Hertz, Architect 645 Oleander Road Palm Springs, CA 92264 760-320-1644 Report Prepared by: Dave Bricker Energy Driven Solutions Inc P. O. Box 6705 La Quinta, CA 92248 760-541-9025 Job Number: .04182011A- Date: 4182011ADate: 4/29/2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-0429710:53:13 ID: 04182011A il PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name The Hideaway Lot 21D Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 4/29/2011 Project Address La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,074 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST IZI Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features see Part 2 of 5 Status Wall Wood Framed R-19 3,748 New Door Opaque Door None 24 New Wall Wood Framed R-38 748 Int--R-19.0 New Slab Unheated Slab-on-Grade None 5,074 Perim = 0' New Roof Wood Framed Attic R-38 5,074 Radiant Barrier New FENESTRATION Orientation Area U- Exterior Factor SHGC Overhang Sidefins Shades Status Left (N) 206.4 0.390 0.37 none none Bug Screen New Right (SE) 24.0 0.390 0.37 none none Bug Screen New Front (W) 104.0 0.390 0.37 none none Bug Screen New Right (S) 101.0 0.390 0.37 none none Bug Screen New Front (1M 28.0 0.390 0.37 6.0 none Bug Screen New Right (S) 40.0 0.390 0.37 10.0 none Bug Screen New Front (lAq 72.0 0.390 0.37 5.0 none Bug Screen New Rear (E) 120.0 0.390 0.37 none none Bug Screen New Right (S) 90.0 0.450 0.25 10.0 none Bug Screen New Rear (E) 240.0 0.450 0.25 10.0 none Bug Screen New Left (N) 24.0 0.390 0.37 10.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 13.5 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.5 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status Zone 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New Zone 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New Zone 3 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 2 Small Gas 75 0.53 RecirclTimer New EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-04.29710:53:13 /D: 04182011A Page 3 of 21 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name The Hideaway Lot 21D Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 1412912011 Date Project Address La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,074 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type -Cavit (ft) Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Fumace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status Zone 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-04-29T10:53:13 ID: 04182011A Page 4 of 21 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1 R Project Name The Hideaway Lot 21D Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 4/29/2011 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. A hot water recirculation systems has been modeled. Verification of type is required. HIGH MASS Design - Verify Thermal Mass: 1,095.0 ft2 Exposed Slab Floor, 3.500" thick at Zone 1: Guest BRs, Lau. HIGH MASS Design - Verify Thermal Mass: 2,089.0 ft2 Exposed Slab Floor, 3.500" thick at Zone 2: Enfty Dining,GrtRm,Kit,Nook HIGH MASS Design -Verify Thermal Mass: 1,338.0 ft2 Covered Slab Floor, 3.500" thick at Zone 3: Mstr Sude,Pwdr,Study HIGH MASS Design - Verify Thermal Mass: 552.0 ft2 Covered Slab Floor, 3.500" thick at Zone 4: GuestCasita The Roof R-38 Roof Attic with Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. The Cooling System York CZE24/PV8A12080/G1 FA30 includes credit fora 13.1 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specked criteria. The Cooling System York CZE601PV8C201001G2FD60 includes credit for a 10.8 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 2 incorporates HERS verified Duct Leakage. HERS field vesication and diagnostic testing is required to verify that duct leakage meets the specked criteria. The Cooling System York CZE361PV8B161001G1FA48 includes credit for a 12.3 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 3 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specked criteria. The Cooling System York CZE24/PV8A120801G1 FA30 includes credit for a 13.1 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specked criteria. EnerqyPro 5.1 by EnemySoft User Number: 6168 RunCode: 2011-0429710:53:13 ID: 04182011A Page 5 of 21 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type m Single Family ❑ Addition Alone Date The Hideaway Lot 21 D ❑Multi Family ❑Existing+ Addition/Alteration 4/29/2011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/fiz- r Space Heating 4.11 4.00 0.11 Space Cooling 56.88 48.49 8.40 Fans 11.43 13.74 -2.31 Domestic Hot Water 6.77 11.61 -4.85 Pumps 0.00 0.72 -0.72 Totals 79.19 78.56 0.63 Percent Better Than Standard: 0.8% BUILDING COMPLIES - HERS VERIFICATION REQUIRED FenestrationArea Building Front Orientation: (K9252 deg Ext. Walls/Roof Wall Area Number of Dwelling Units: 1.00 (tM 807 204 Fuel Available at Site: Natural Gas (N) 2,142 230 Raised Floor Area: 0 (E) 1,105 360 Slab on Grade Area: 5,074 (S) 1,515 255 Average Ceiling Height: 11.1 Roof 5,074 0 Fenestration Average U-Factor: 0.41 TOTAL: 1,049 Average SHGC: 0.33 Fenestration/CFA Ratio: 20.7 REMARKS rr STATEMENT OF COMPLIANCE r r This certificate of compliance lists the building features and specifications needed CABEC to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the CallfomlaAssodatonof8uildln Ener Consultants Efficiency Standards of the California Code of Regulations. ,Dave Bricker R08-06Y07 The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Energy Driven Solutions Inc kj-'� 4/292011 Address P. 0. Box 6705 Name Dave Bricker City/State/ZipCity/State/Zip La Quinta, CA 92248 Phone 760-541-9025 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Benjamin Hertz, Architect e Address 645 Oleander Road Name Ben Hertz City/State/Zip Palm Springs, CA 92264 Phone 760-320-1644 Signed License # Date EnemyPro 5.1 by EnemySoft User Number: 6168 RunCode: 2011-04-29T10:53:13 ID: 04182011A Paw 6 of 21 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name The Hideaway Lot 21D Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412912011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavitv I Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 196 0.068 R-19 0 90 New 4.3.1-A5 Zone 1 Door 24 0.500 None 0 90 1 New 4.5.1-A4 Zone 1 Wall 194 0.068 R-19 0 90 New 4.3.1-A5 Zone 1 Wall 20 0.068 R-19 90 90 New 4.3.1-A5 Zone 1 Wall 113 0.068 R-19 0 90 New 4.3.1-A5 Zone 1 Wall 102 0.068 R-19 135 90 New 4.3.1-A5 Zone 1 Wall 158 0.035 R-38 19.0 Wood 270 90 New 4.3.1-A 13 Zone 1 Wall 203 0.068 R-19 0 90 New 4.3.1-A5 Zone 1 Wall 194 0.068 R-19 901 90 New 4.3.1-A5 Zone 1 Wall 194 0.068 R-19 180 90 New 4.3.1-A5 Zone 1 Slab 1,0951 0.730 None 0 180 New- 4.4.7-A1 Zone 1 Roof 1,0951 0.025 R-38 225 14 New 4.2.1-A21 Zone 1 Wall 1041 0.035 R-38 _ 19.0 Wood 270 90 New 4.3.1-A 13 Zone 2 Wall 74 0.068 R-19 180 90 New 4.3.1-A5 Zone 2 Wall 84 0.068 R-19 - 270 90 1 New 14.3.1-A5 Zone 2 Wall 132 0.068 R-19 01 90 1 New 14.3.1-A5 JZone 2 FENESTRATION SURFACE DETAILS - ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 30.0 0.390 NFRC 0.37 NFRC 0 New Sierra Pacific Windows & Doors Zone 1 2 Window 6.0 0.390 NFRC 0.371N C 0 New Sierra Pacific Windows & Doors Zone 1 3 Window 12.0 0.390 NFRC 0.37 1 NFRC 0 New Sierra Pacific Windows & Doors Zone 1 4 Window 24.0 10.390 NFRC 0.37 NFRC 135 New Sierra Pacific Windows & Doors Zone 1 5 Window 30.01 0.390 NFRC 0.37 NFRC 270 New Sierra Pacific Windows & Doors Zone 1 6 Window 6.0 0.390 NFRC 0.37 NFRC 270 New Sierra Pacific Windows & Doors Zone 1 7 Window 9.0 0.390 NFRC . 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 1 8 Window 28.0 0.390 NFRC 0.37 NFRC 270 New Sierra Pacific Windows & Doors Zone 2 9 Window 24.0 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 2 10 Window 16.0 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 2 11 Window 24.0 0.390 NFRC 0.37 NFRC 270 New Sierra Pacific Windows & Doors Zone 2 12 Window 48.0 0.390 NFRC -0.37 NFRC 270 New Sierra Pacific Windows & Doors Zone 2 13 Window 24.0 0.390 NFRC 0.37 NFRC 270 New' Sierra Pacific Windows & Doors Zone 2 14 Window 2.7 0.390 NFRC 0.37 NFRC 0 New Sierra Pacific Windows & Doors Zone 2 157 Window 1 2.7 0.390 1 NFRC 0.37 NFRC 0 New Sierra Pacific Windows & DoorsZone 2 16 Window 1 24.0 0.390 1 NFRC 0.37 1 NFRC 0 New Sierra Pacific Windows & Doors I Zone 2 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B =Default Table from Standards, NFRC =Labeled Value ' EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hanq Left Fin Ri ht Fin Len Hat LExt I RExt Dist Len Hat I Dist Len Hat 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 8.01 3.5 6.0 .0.1 6.0 6.0 9 Bug Screen 0.76 8.0 3.0 10.0 0.1 10.0 • 10.0 10 Bug Screen 0.76 8.0 2.0 10.0 0.1 10.0 -,10.0 11 Bug Screen 0.76 1 - 12 Bug Screen 0.76 8.0 6.0 5.01 0.1 2.01- . 2.0 13 Bug Screen 0.76 8.0 3.0 _ 5.0 0.1 2.0 2.0 14 Bug Screen 0.761 1 15 JBug Screen1-0.761 1 16 JBug Screen 1 0.761 1 EnergyPro 5.1 by EnergySoft User Number- 6168 RunCode: 2011-04.29710:53:13 0:04182011A Pae 7 of 21 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name The Hideaway Lot 21D Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412912011 OPAQUE SURFACE DETAILS Surface T e Area Type U- InsulationJoint Appendix- ppendix Factor CavityExterior Frame Interior Frame Azrn Tilt Status 4 Location/Comments Wall 259 0.068 R-19 0 90 New 4.3.1-A5 Zone 2 Wall 24 0.035 R-38 19.0 Wood 90 90 New 4.3.1-A 13 Zone 2 Wall 54 0.068 R-19 - 0 90 1 New 4.3.1-A5 Zone 2 Wall 118 0.068 R-19 0 90 New 4.3.1-A5 Zone 2 Wall 1131 0.035 R-38 19.0 Wood 90 90 New 4.3.1-A13 Zone 2 Wall 53 0.068 R-19 180 90 New 4.3.1-A5 Zone 2 Wall 138 0.068 R-19 90 90 New 4.3.1-A5 Zone 2 Slab 2,089 0.730 None 0 180 New 4.4.7-A1 Zone 2 Roof 2,089 0.025 R-38 225 14 New 4.2.1-A21 Zone 2 Wall 263 0.068 R-19 0 90 New 4.3.1-A5 Zone 3 Wall 561 0.035 R-38 -.19.0 Wood 90 90 New - 4.3.1-A 13 Zone 3 Wall 100 0.068 R-19 0 90 New 4.3.1-A5 Zone 3 Wall 120 0.035 R-38 19.0 Wood 90 90 New 4.3.1-A 13 Zone 3 Wall 150 0.068 R-19 180 90 New 4.3.1-A5 Zone 3 . Wall 45 0.068 R-19 270 90 New 14.3.1 -AS Izone 3 Wall 179, 0.068 R-19 1801 14.3.1-A5 JZone 3 FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 17 Window 25.0 0.390 NFRC 0.37 NFRC 0 New Sierra Pacific Windows & Doors Zone 2 18 Window 30.0 0.390 NFRC 0.37 NFRC 90 New Sierra Pacific Windows & Doors Zone 2 _ 19 Window 90.0 0.450 NFRC 0.25 NFRC 180 New Weiland Pocket S1dr Solarban6C Zone 2 20 Window 240.011 0.450 NFRC 0.25 NFRC 90 New Weiland Pocket Sldr Solarban6C Zone 2 21 Window 24.0 0.390 NFRC 0.37 NFRC • 0 New Sierra Pacific Windows & Doors Zone 3 22 Window, 32.0 0.390 NFRC 0.37 NFRC 0 New Sierra Pacific Windows & Doors Zone 3 23 Window 60.0 0.390 NFRC 0.37 NFRC ` 90 New Siena Pacific Windows & Doors Zone 3 24 Window 48.0 0.390 NFRC 0.37 NFRC 0 New Sierra Pacific Windows & Doors Zone 3 25 Window 30.0 0.390 NFRC 0.37 NFRC 90 New Siena Pacific Windows & Doors Zone 3 r 26 Window 15.0 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 3 27 Window 15.0 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 3 28 Window 25.0 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 3 29 Window 12.0 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 3 30 Window 3.0 0.390 NFRC 0.37 NFRC 270 New . Sierra Pacific Windows & Doors Zone 4 31 Window 24.0 0.390 1 NFRC 0.37 NFRC 0 New Sierra Pacific Windows & Doors Zone 4 32 Window 35.0 0.390 1 NFRC 0.37 NFRC 270 New Sierra Pacific Windows & Doors Zone 4 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd. Ove hanq Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 10.01 9.0 10.0 0.1 10.01 10.0 20 Bug Screen 0.76 10.0 24.0 10.0 0.1 10.01 10.0 21 Bug Screen 0.76 8.0 3.0 10.0 0.1 - 10.0 10.0 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bua Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 - 31 JBug Screen 1 0.761- .76 -32 32 IBug Screen 1 0.761 1 EnergyPro 5.1 by EnergySoft User Number: 6168 RunCode: 2011-04-29710:53:13 ID: 0418201 fA Page 8 of 21 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name The Hideaway Lot 21D Building Type m Single Family ❑ Multi Family ❑ Addition Alone ❑ Existing+ Addition/Alteration Date 4129/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt I Status Joint Appendix 4 Location/Comments Wall 85 0.068 R-19 180 90 New 4.3.1-A5 Zone 3 Wall 45 0.068 R-19 0 90 New 4.3.1-A5 Zone 3 Wall 178 0.068 R-19 180 90 New 4.3.1 -AS Zone 3 Wall 70 '0. 068 R-19 0 90 New 4.3.1-A5 Zone 3 Slab 1,338 0.730 None 0 180 New 4.4.7-A1 Zone 3 Roof 1,338 0.025 R-38 225 14 New 4.2.1-A21 Zone 3 Wall 37 0.035 R-38 119.0 Wood 270 90 New 4.3.1-A 13 Zone 4 Wall 71 0.068 R-19 0 90 New 4.3.1-A5 Zone 4 Wall 136 0.035 R-38 19.0 Wood 270 90 New 4.3.1-A 13 Zone 4 Wall 145 0.068 R-19 180 90 New 4.3.1-A5 Zone 4 Wall 80 0.068 R-19 90 90 New 4.3.1-A5 Zone 4 Wall 100 0.068 R-19 180 90 New 4.3.1-A5 Zone 4 Wall 19 39A73O 270 90 New 4.3.1-A5 Zone 4 Wall 7019 0 90 New 4.3.1-A5 Zone 4 Slab 552ne 0 180 New 4.4.7-A1 Zone 4 Roof 55238 225 14 New 4.2.1-A21 Zone4 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 33 Window 12.5 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 4 34 Window 12.5 0.390 NFRC 0.37 NFRC 180 New Sierra Pacific Windows & Doors Zone 4 35 Window 6.0 0.390 NFRC 0.37 NFRC 270 New Sierra Pacific Windows & Doors Zone 4 (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC Hot Wd Ove hang Len I Hot LExt I RExt Left Fin Dist I Len Hot Ri ht Fin I Dist Len Hat 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number.' 6168 RunCode: 2011-0429710:53:13 ID: 04182011A Pae 9 of 21 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name The Hideaway Lot 21D Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412912011 BUILDING ZONE INFORMATION System Name Floor Area Zone Name New Existinq Altered Removed Volume Year Built Zone 1 Zone 1: Guest BRs, Lau. 1,095 10,950 Zone 2 Zone 2: Entry, Dining,GrtRm,Klt, N 2089 26,113 Zone 3 Zone 3: Mstr Suite, Pwdr, Study 1,338 13,781 Zone 4 Zone 4: GuestCasita 552 1 5,630 Totals 1 5,074 0 01 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Zone 1 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New Zone 2 1 Central Furnace 80% AFUE Split Air Conditioner 13.5 SEER Setback New Zone 3 1 Central Furnace 80% AFUE Split Air Conditioner 15.5 SEER Setback New Zone 4 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION System Name Duct Heating Cooling Duct Location R -Value Ducts Tested? Status Zone 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New Zone 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New Zone 3 Ducted Ducted Attic, Ceiling Ins, vented 8.0 El New Zone 4 Ducted Ducted Attic, Ceiling Ins, vented 8.01 D 1 New WATER HEATING SYSTEMS S stem Name aty. Type Distribution Rated Input Btuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Rheem 22VR75-69PH 2 Small Gas RecircJTimer 69,000 75 0.53 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft)o .v aCQ — S stem Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried EnergyPro 5.1 by EneTySoft User Number: 6168 RunCode: 2011-04-29710:53:13 /D: 04182011A Pae 10 of 21 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name The Hideaway Lot 21D Date 1412912011 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 -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) 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 MF -1 R Form with plans. Building Envelope Measures: 116 (a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leaka e. §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 the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified 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(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§150(a): Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : 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 permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry 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 Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pump isolation 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 and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §1500): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: 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)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external 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 150-13. §1500)2: Cooling system piping (suction, chilled water, or brine Iines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. . §1500)2: Pipe insulation for steam hydronic heating systems or hot water, systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §1 500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by .the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number., 6168 RunCode: 2011-0429710:53:13 ID: 04182011A Page 11 of 21 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date The Hideaway Lot 21D 4/29/2011 §150(m)1: 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- 4.2 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 181 A, or UL 181 B 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 §150(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. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(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. 150 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 heating ora pilot light. §114(b)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 ors as 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 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 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 asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts 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 Table 150-C and 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: Liqhting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 1 50 k 7: All switchinq devices and controls shall meet 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 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a 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. EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-0429710:53:13 ID: 04182011A Page 12 of 21 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date The Hideaway Lot 21D 4/29/2011 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. 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 occupancy sensor. §150(k)11: 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)l2: 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 photocontrol 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 (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 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)l4: 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)l5: 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 sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoR User Number: 6168 RunCode: 2011-04-29710:53:13. ID: 04182011A Page 13 of 21 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Hideaway Lot 21 D Date 4/29/2011 System Name Zone 1 Floor Area 1,095 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 530 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 64,000 10,931 1,692 274 10,641 Total Output Btuh 64,000 0 Output Btuh/s ft 58.4 515 406 Cooling System 0 0 Output per System 23,600 0 0 0 0 Total Output (Btuh) 23,600 1,675 1,6921 -1,675 Total Output ons 2.0 515 406 Total Output Btuh/s ft 21.6 Total Output s ft/Ton 556.8 13,6361 1 9,779 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow cfm 800 York CZE24/PV8A12080/G1 FA30 Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 20,157 118 64,000 20,157 118 64,000 Aug 3 PM Jan 1 AM Airflow cfm/s ft 0.73 Airflow cfm/Ton 406.8 Outside Air % 0.0% Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF T Outside Air 0 cfm Supply Fan 800 cfm 68 OF 69 OF 105 °F Heating Coil T -F -fl 105 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 76/62°F 78/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 800 cfm 76/62°F 48.2 % 56 / 54 OF --- ROOM 75/62°F EnergyPro5.1 by EnergySoft User Number: 6168' RunCode: 2011-0429710:53:13 ID: 04182011A Page 14 of 21 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Hideaway Lot 21 D Date 4/29/2011 System Name Zone 2 Floor Area 2,089 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK CFM Sensible Total Room Loads 1,296 26,645 Return Vented Lighting 0 Return Air Ducts 1,255 Return Fan 01 Ventilation 0 0 Supply Fan 2,978 Supply Air Ducts 1,255 TOTAL SYSTEM LOAD 32,134 COIL HTG. Latent CFM 2,865 563 0 0 2,865 PEAK Heating System Sensible Output per System 80,000 21,907 Total Output Btuh 80,000 Output Btuh/s ft 38.3 836 Cooling System 0 Output per System 54,6001 0 Total Output Btuh 54,600 _2,978 Total Output (Tons) 4.6 836 Total Output Btuh/s ft 26.1 Total Output s ft/Ton 459.1 20,602 Air System CFM per System 1,730 HVAC EQUIPMENT SELECTION Airflow cfm 1,730 York CZE60/PV8C20100/G2FD60 44,266 2,462 80,000 80,000 Jan 1 AM Airflow cfm/s ft) 0.83 Airflow cfm/Ton) 380.2 Outside Air % 0.0% Total Adjusted System Output 44,266 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 2,462 Aug 3 PM Outside Air cfm/s ft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF Outside Air 0 cfm Supply Fan 1,730 cfm 68 OF 69 OF 105 OF Heating Coil 105 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 76/62°F 77/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 1,730 cfm 76/62°F a 47.7% 56 / 54 OF ROOM 75/62°F 1 EnergyPro 5.1 by EnergySoft User Number.• 6168 RunCode: 2011-0429T10:53:13 ID: 04182011A Page 15 of 21 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Hideaway Lot 21 D Date 4/29/2011 System Name Zone 3 Floor Area 1,338 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 738 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 80,000 15,257 1,779 340 13,244 Total Output Btuh 80,000 0 Output Btuh/s ft 59.8 719 506 Cooling System 01 0 Output per System 35,5001 0 0 0 0 Total Output Btuh 35,500 2,480 719 19,175 1,779 -2,480 Total Output Tons 3.0 506 Total Output Btuh/s ft) 26.5 Total Output s ft/Ton 452.3 11,775 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 YorkCZE36/PV8B16100/G1FA48 28,626 1,754 80,000 80,000 Jan 1 AM Airflow cfm/s ft 0.90 Airflow cfm/Ton 405.6 Outside Air % 0.0% Total Adjusted System Output 28,626 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 1,754 Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF Outside Air 0 cfm Supply Fan 1,200 cfm 68 OF 70 OF 105 OF Heating Coil 105 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 76/62°F 78/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 56 / 54 OF 1,200 cfm ----- 47.5 °i° ROOM 76/62°F 75/62°F EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-04-29T10:53:13 ID: 04182011A Page 16 of 21 0 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Hideaway Lot 21 D Date 4/29/2011 System Name Zone 4 Floor Area 552 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 424 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 64,000 8,809 1,451 141 5,500 Total Output Btuh 64,000 0 Output Btuh/s ft 115.9 415 210 Cooling System 0 0 Output per System 23,600 0 0 0 0 Total Output Btuh 23,600 1,675 415 11,314 1,451 -1,675 Total Output ons 2.0 210 Total Output Btuh/s ft 42.8 Total Output s ft/Ton 280.7 4,244 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow cfm 800 York CZE24/PV8A12080/G1 FA30 20,189 41 64,000 Airflow cfm/s ft 1.45 Airflow cfm/Ton 406.8 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 20,189 41 Aug 3 PM 64,000 Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF Outside Air 4k- 0 cfm Supply Fan 800 cfm 68 OF 70 OF 105 OF Heating Coil 14 105 OF ROOM in 68 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 75/62°F 77/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 800 cfm 75/62°F 55 / 54 OF --- -- -M - 47.9 % ROOM 75/62°F EnergyPro 5.1 by EnergySoft User Number.- 6168 RunCode: 2011-04-29710:53:13 ID: 04182011A Page 17 of 21 ROOM LOAD SUMMARY Project Name Date The Hideaway Lot 21D 4/29/2011 System Name Floor Area Zone 1 1,095 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible I Latent CFM Sensible Latent CFM Sensible Zone 1 Zone 1: Guest BRs, Lau. 1 530 10,931 1,692 530 10,931 1,692 274 10,641 PAGE TOTAL TOTAL' 530 10,931 1,692 274 10,641 530 10,931 1,692 274 10,641 Total includes ventilation load for zonal systems. EnergyPro 5.1 by EnemySoft User Number. 6168 RunCode: 2011-04-29T10:53:13 ID: 04182011A Pae 18 of 21 ROOM LOAD SUMMARY Project Name Date The Hideaway Lot 21D 4/29/2011 System Name Floor Area Zone 2 2, 089 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name ult. MI CFM I Sensible I Latent CFM I Sensible Latent CFM I Sensible Zone 2 1 Zone 2: Entry, Dining, Grt1 1 1,2961 26,6451 2,865 1,2961 26,6451 2,865 5631 21,907 PAGE TOTAL TOTAL' 1,296 26,645 2,865 563 21,907 1,296 - 26,645 2,865 563 21,907 ' Total includes ventilation load for zonal systems. EnemyPro 5.1 by EnemySoft User Number- 6168 RunCode: 2011-0429710:53:13 ID: 04182011A Pae 19 of 21 ROOM LOAD SUMMARY Project Name Date The Hideaway Lot 21D 4/29/2011 System Name Floor Area Zone 3 1,338 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. I CFM I Sensible I Latent CFM I Sensible Latent CFM I Sensible Zone 3 Zone 3: Mstr Suite, Pwdr, 1 1 738 15,257 1,779 738 15,257 1,779 3401 13,244 PAGE TOTAL TOTAL* 738 15,257 1,779 340 13,244 738 15,2571 1,7791 340 13, 244 * Total includes ventilation load for zonal systems. EnergyPro 5.1 by EnemySoft User Number. 6168 RunCode: 2011-04-29710:53:13 ID: 04182011A Pa a 20 of 21 ROOM LOAD SUMMARY Project Name Date The Hideaway Lot 21D 4/29/2011 System Name Floor Area Zone 4 552 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. I CFM I Sensible I Latent CFM I Sensible Latent CFM I Sensible Zone 4 Zone 4: GuestCasita 1 1 4241 8,8091 1,451 4241 8,8091 1,451 1411 5,500 PAGE TOTAL TOTAL* Total includes ventilation load for zonal 424 8,809 1,451 141 5,500 424 8,809 1,451 141 5,500 ElcVctronil%lly Filed by Dave Bricker and Authenticated at CalCERTS.com - 6/20/2011 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name The Hideaway Lot 21D Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/20/2011 Project Address La Quinta California Energy Climate Zone CA Climate Zone 15 • Total Cond. Floor Area 5,074 Addition Na , - # of Stones 2 FIELD INSPECTION ENERGY CHECKLIST _ 0 Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided.per Part 2 of 5 of this form. ❑ Yes ❑ No Special. Features -= If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special C Features see Part 2 of 5 Status Wall Wood Framed,,:. - 3,V8 ew Door Opaque Door 4 ..; N Wall WoodFramed G' R- 74-' int --R-19.0, w Slab Unheated S"AV 5,07 Penm = 0' New Roof Wood Framed Atb ti C 5,074 •Ra*ant Barrier. New R CVr FENESTRATION Orientation Area(ft) Fa®tor' Exter SHGC Overhang Si" efins Sh--- Status Left (N) 206.4 0.390 ; 0.37 none no"Qk Screen New Right (SE) 24.0 _ 0.390.., P.37 1 none y, ;none -Bug Screenp.,.,,_ - New Front (Vto'*r y 104.0 t.0.39b -, Y 0.37 nonce" k . • none' r I Bug Screen , New Right (S) ,,x,101 Q0 j� f 0.390' y 0.37 nA - . o. Bug Screen ti, {� 'New - Front ( A / X28.0 f 0.390 037 6.0 ne _ - Bug Screen Right (S) 40.0 1' "0:390,+! -- 0. 7 10: ; hone,, Bug Screen Front (Vtq 72.0 0.390 37 'V& none Bug Screen New Rear (E) 120.0 0.390 .37.. none �' none Bug Screen New Right (S) 90.0 0.45 10.0 none Bug Screen New Rear (E) 240.0 50 0.25 10.0 none Bug Screen New Left (N) 24.0 39'0*4k " 0X,3'I 10.0 none - Bug Screen New HVAC SYSTEMS Ot . Heatin in. CoolingMin. Eff Thermostat Status 1 Central Furnace 80% FUE Split Air Conditioner- 15.0 SEER Setback 'New 1 Central Fu 0%AFUE Split Air Conditioner 13.5 SEER Setback New 1 Central u ce 80% AFUE Split Air Conditioner 15.5 SEER Setback . New HVAC DI TRIB � IOM .. Location Heating Duct Cooling Duct Location R -Value Status Zone 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New Zone 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New Zone 3 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons' Min. Eff Distribution Status 2 Small Gas 75 0.53 Recirc/Timer New EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-06-20716:16:19 ID: 04182011A Pae 1 of 8 Reg: 211-N0029809A-000000000-0000 Registration-Date/Time: 2011/06/20 19:19:22 HERS Provider: CalCERTS, Inc Elactronilly Filed by Dave Bricker and Authenticated at Ca10ERTS.com'- 6/20/2011 o . PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name The Hideaway Lot 21D Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/20/2011 Project Address La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,074 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST a11 El Yes ❑ No HERS Measures == If Yes, A CF -4R must.be provided per Part 2 of 5 of this form..,' ' IZI Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type - r Area Special _Cavit (ft) Features see Part 2 of 5 Status A f FENESTRATIONU- • Orientation Area(ft) Factor - fxter SHGC- OverhangStdefins Shaw'es Status J Ar Aft HVAC SYSTEMS' City. Heating in. , Cooling Min. Eff Thermostat Status 1 Central Fumace 80 o FUE Split Air Conditioner 15.0 SEER Setback New HVAC D STRIB&- OVr Location Heating Duct Coolin . Duct Location R -Value Status Zone 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING r ': (fit . Type Gallons' Min. Eff `• Distribution, '` Status EnergyPro 5.1 by Energ Soft User Number 6168 RunCode: 2011-06.20T16:16:19 ID: 04182011A Page 2 of 8 Reg: 211-N0029809A-000000000-0000 Registration Date/Time: 2011/06/20 19:19:22' HERS Provider: Ca10ERTS, Inc Electrpnilally Filed by Dave Brickei'�and Authenticated at CalCERTS.COm - 6/20/2011 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project NameBuilding The Hideaway Lot 21D Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1612012011 SPECIAL FEATURES INSPECTION CHECKLIST ' The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. A hot water recirculation systems has been modeled. Verification of type is required. HIGH MASS Design - Verify Thermal Mass: 1,095.0 ftZ Exposed Slab Floor, 3.500" thick at Zone 1: Guest BRs, Lau. HIGH MASS Design - Verify Thermal Mass: Z089.0 ftz Exposed Slab Floor, 3.500" thick at Zone 2: EnW Dining,GrtRm, Kft, Nook HIGH MASS Design - Verify Thermal Mass: 1,338.0 W Covered Slab Floor, 3.500" thick at Zone 3: Mstr Suite,Pwdr,Study HIGH MASS Design - Verify Thermal Mass: 552.0 W Covered Slab Floor, 3.500" thick at Zone 4: GuestCasita The Roof R-38 Roof Attic with Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting Il bB' i stallaWWn' criteria as specified in Residential Appendix RA4.2.2. ' r 'vkl �r HERS REQUIRED VERIFICATIOKeriff Items in this section require field.testing and/orti, y a certified'HERS Rater.—The inspector,must receive a completed CF -4R form for each of the meaLsAr § listedIZeloyy for final to be given. The Cooling System York CZE241PVBA 1208 6 incrude credit r a 13.1 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. . The HVAC System Zone 1 incorporates HERS Ver& higerant Charge or a Charge Indicator Display. The HVAC System Zone 1 incorporates` ERS e" ed Duct akage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System York CZE60100/G210 includes credit for a 10.8 EER Condenser. A certified HERS rater must field verify the installation of the correct Condi r. The HVAC System Zone 2 incorpo %s HVenfied Refrigerant Charge ora Charge Indicator Display. The HVAC SystemMA e 2'YAmip6-ra-te—sURS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets th peg ' ed a. The Cooling System Yo ''CZE3 8B16100/G 1 FA48 includes credit for a 12.3 EER Condenser. A certified HERS rater must field verify the installation e correct C60engr. The HVACSys Zone 3 in rporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zorfe 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System York CZE241PVBA120801G1FA30 includes credit fora 13.1 EER Condenser. A ceded HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 4 incorporates HERS Verified Refrigerant Charge ora Charge Indicator Display. The HVAC System Zone 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the speed criteria. EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-06-20Ti6:16:19 ID: 04182011A Page 3 of 8 Reg: 211-N0029809A-000000000-0000 Registration Date/Time: 2011/06/20 19:19:22 HERS Provider: Ca10ERTS,'Inc Electrenilly Filed by,Dave Bricker and Authenticated at CalCERTS.com - 6/20/2011 PERFORMANCE CERTIFICATE: Residential I . , (Part 3 of 5)- CF -1 R Project Name Building Type m Single Family 0 Addition Alone Date The Hideaway Lot 21D ❑ Multi Family ❑ Existing+ Addition/Alteration 1612012011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 4.11 4.00 0.11 Space Cooling 56.88 48.49 8.40 Fans 11.43 13.74 -2.31 Domestic Hot Water 6.77 11.61 -4.85 Pumps 0.00 0.72 -0.72 ' Totals 79.19 78.56 0.63 Percent Better Than Standard: 0.8 " BUILDING COMPLIES - HERS VERIFICATION REd RED e estration Building Front Orientation: (►M 252 deg Ext. Walls/Roof a Area Number of Dwelling Units: 1.00 (tM I" 204 Fuel Available at Site: Natural Gas - (N). _ 42 230 Raised Floor Area: o "". (E) _ 1,105 360 Slab on Grade Area: S,o74 , (S) 15 255 Average Ceiling Height: •11.1 r r Roof 5,074 0 Fenestration Average U -Factor: 0.41TOTAL: 1,049 Average SHGC: - 0.33. FenestrateYA Ratio: 20.7 REMARKS -gin_ Aik STATEMENT OF COMPLIANC This certificate of compliance lists the build features and specifications needed to comply with Title 24, Parts 1 tta d inist eve egulations and Part 6 the CABEC MiAlp "° 0�1 di° �e Y` Efficiency Standards of the C Ji ornia a of,egulations. ��• R060S= The documentation aut r er y certifie that the documentation is accurate and complete. y Documentation utho ; Company Energ ri n c 6202011 Address R x 67 Name Dave Bricker Cit /State/Zj a Quinta, EA 92 Phone 760-541-9025 Signed Date The indiidu with ove all design responsibility hereby certifies that the proposed building design represented in this set of construction ocu ents is consistent with the other compliance forms and worksheets, with the specifications, and with any other catcu ations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Benjamin Hertz, Architect Address 645 Oleander Road Name Ben Hertz City/State/Zip Palm Springs, CA 92264 Phone 760-320-1644 Signed License # Date 5 EnemvPro 5.1 by EnemySoft User Number. • 6168 RunCode: 2011-06-20716:16:19 ID: 04182011A Page 4 of 8 Reg: 211-N0029809A-000000000-0000 Registration Date/Time: 2011/06/20 19:19:22 HERS Provider: CalCERTS, Inc ElectrQni Belly Filed by Dave Bricker and Authenticated at Ca10ERTS.com - 6/20/2011 CERTIFICATE OF COMPLIANCE: Residential, (Part 4 of 5) CF -1 R Project Name The Hideaway Lot 216 Building Type; m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/20/2011 OPAQUE SURFACE DETAILS ` Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status � '.4 Location/Comments Wall 196 0.068 R-19 0 90 New 4.3.1 A5 Zone 1 Door 24 0.500 None 0 90 New 4.5.1-A4 Zone 1 Wall 194 0.068 R-19 0 90 New 4.3.1-A5 Zone 1 Wall 20 0.068 R-19 90 90 New 4.3.1-A5 Zone 1 Wag 113 0.068 R-19 0 90 New ` 4.3.1 A5 Zone 1 Wall 102 0.068 R-19 135 90 New 4.3.1-A5 Zone 1 Wall 158 0.035 R-38 19.0 Wood 270 • 90 New 4.3.1-A 13. Zone 1 Wall 203 0.068 R-19 0 90 New 4.3.1 A5 Zone 1 Wall 194 0.068 R-19 90 90 New 4.3.1 A5 z1one 1 Wall 194 0.068 R-19 180 90 New 4.3.1-A5 Zbe 1 _ Slab 1,095 0.730 None - 0 180 New 4.4.7A1 Zone Roof 1,095 0.025 R-38 225 14 New 4.2.1-A21 zoneArK Wall 104 0.035 R-38 19.0 Wood 270 90 New 4.3.1 A o A" Wall 74 0.068 R-19 -180 90 New 4.3.1-A5 Z•gne 2 Wall 84 0.068 R-19 270 .,90, New 4.,91 A5 Yone 2 Wall132 0.068 R-19 - 0 90 New f -AS Zone 2 FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazin Location/Comments 1 Window 30.0 0.390 NFRC 0.37 NFRC 0 New SieMrm-Ncific Window Doors Zone 1 2 Window 6.0 0.390 NFRC 0.37 NFRC. 0 New 7 Terra Pacific 14indo s & Doors Zone 1 3 Window 12.0 0.390 NFRC 0.37 NFRC 0 New ,. ierra Pack W ndows & Doors Zone 1 4 Window 24.0 0.390 NFRC 0.37 NFRC 135 News errs Pacific endows &Doors Zone 1 5 Window., 30.0 1 0.390 NFRC 0.3NFRC Y 7 _ - ,. __ __- ___270 _ _.,.Y Sier�a.PaciW-,__ endows &Doors Zone 1 6 Window` 'V6.0 0.390 NFRC °0.37 NFRC = 27N�v :; "�, Sierra° acific Windows1&i"Do6rs Zone 1 7 Window 9.0 0.390 NFRC ! 0.37 'NFRC 180 New ; Sierra Pacific Windows & Doors Zone 1 8 Window 28.0 7 0.390, NFRC ' 0.37 NFRC • -: °270 New. Sigi►a Pacific I�ndowiA Doors Zone 2 - 9 Window 24,.'0 J.0.390 NFRC 0.37 NFRC " t $0 New Terra Pacific Mindows &'Doors Zone 2.�" 10 Window 1 4 )16.0 .i 0.390 1 NFRC 0.37 NF, R , #1,80 'New,. ' Sierra Pacific Windows & Doors Zone 2 1 & ,r 11 Window #CJ (� 24.0 - 0.390 NFRC- _ 0.37 NFfC* f New %,- Sierra"Pack Windows &-Doors Zone; 2 7 VI -300 12 Window 48.0 0.390 NFRC 0.37 V RC 270 New . ` Sierra Pack Mndows & Doors Zone 2 13 Window 24.0 0.390 NFRC 00 C 'New. Sierra Pacific Windows & Doors Zone 2 14 Window 2.7 0.390 NFRC 37 AtF C #6 New Sierra Pacific Windows & Doors Zone 2 15 Window 2.7 0.390 NFRC , 7 1,:1t6 0 New Sierra Pack Windows & DoorsZone 2 16 Window 24.0 0.390 NFRC 0-3 + FRC 0 New Sierra Pacific Windows'& Doors Zone 2 (1) LI -Factor Type: 116-A = Table fro' • to ands, NFRC = Labeled Value 2 SHGC Type: 116-B--.4 efault af21e from randards, NFRC = Labeled Value _ EXTERIOR SHADING DETAI S ID Exterior Shade Ty64e SHC V1ipdow Wd Overhang ' Left Fin Right Fin Len H t LEM RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 76 3 Bug Screen.76 4 Bug Scree 0.76 5 Bug Steen 0.76 6 Bugwrc en 0.76 7 Bug Sc 0.76 8 Bug Screen4% 0.76 8.0 3.5 6.0 0.1 6.0 6.0 9 Bug Screen 0.76 8.0 3.0 10.0 0.1 10.0 10.0 10 Bug Screen 0.76 8.0 .2.0 10.0 0.1 10.0 10.0 11 Bug Screen 0.76 12 Bug Screen 0.76 8.0 6.0 5.0 0.1 2.0 2.0 13 Bug Screen 0.76 8.0 3.0 5.0 0.1 2.0 2.0 . . 14 Bug Screen 0.76 15 Bug Screen 0.76 16 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-06-20T16:16:19 ID: 04182011A Page 5 of 8 Reg: 211-N0029809A-000000000-0000 Registration Date/Time: 2011/06/20 19:19:22"- HERS Provider: CalCERTS; Inc Electrpni'-'Ily Filed by Dave'Bricker and Authenticated at Cal CERT S.com - 6/20/2011 , CERTIFICATE OF COMPLIANCE: Residential' '(Part 4 of 5) CF -1 R Project Name The Hideaway Lot 21D Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1612012011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm .TiltStatus • 4 Location/Comments Wall 259 0.068 R-19 0 90 New 4.3.1-A5 Zone 2 Wall 24 0.035 R-38 19.0 Wood 90 90 New 4.3.1 A 13 ' Zone 2 Wall 54 0.068 R-19 0 90 New 4.3.1-A5 Zone 2 Wall 118 0.068 R-19 0 ' 90 New 4.3.1-A5 Zone 2 Wall 113 0.035 R-38 19.0 Wood 90 90 New 4.3.1-A 13 Zone 2 Wall 53 0.068 R-19 180 90 New 4.3.1-A5 Zone 2 Wall 138 0.068 R-19 90 90 New 4.3.1-A5 Zone 2 . Slab Z089 0.730 None .0 180 New 4.4.7-A 1 4,2,one 2 Roof 2089 0.025 R-38 225 14 New 4.2.1-A21 oft Zone 2 Wall 263 0.068 R-19 = 0 90 New 4.3.1-A5 % e 3 Wall 56 0.035 R-38 , . 19.0 Wood 90 90 New 4.3.1-A 13 Zone, Wall 100 0.068 R-19 0 90 New' 4.3.1 A5 Zone Wall 120 0.035 R-38 19.0 Wood 90 . 90 New 4.3.1-A4"7r 40,20 ' Wall 150 0.068 R-19 180 90 New 4.3.1-A5 Zq e 3 Wall 45 0.068 R-19 270 90 New A5 done 3 Wall 1 1791 0.068 R-19 1801 90 1 New .1 A5 Zone 3 FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status*,Glazing Location/Comments 17 Window 25.0 0.390 NFRC 0.37 NFRC 0 New Sr-r�ra Paakific MndowyArDoors Zone 2 18. Window 30.0 0.390 NFRC 0.37 NFRC 90 New !terra Pacific Winddyvs & Doors Zone 2 19 Window 90.0 0.450 NFRC 0.25 NFRC 180 New Wefland PocketISIdr Solarban6C Zone 2 20 Window 240.0 0.450 NFRC 0.25 NFRC 90 Nen iland Po Sldr Solarban6C Zone 2 21 Window-,- 24.0 0.390 NFRC , f0.37 NFRC, 0 Sr cifi" Windows & Doors Zone 3 22 Window' -\32.0 0.390 NFRC ,,i ;r 0.37 NFRC _= I NIe4 + . Sierra Pacific tendows'&yDoors Zone 3 23 Window 60.0 .0.390 NFRC ! 0.37 'NFRC 90 NeSierra Pacific Windows &Doors Zone 3 24 Window 48.0 0.390, NFRC ' 0.37 NFRC 0 New Sig -ha Pack Windows4 Doors Zone 3 ' 25 Window 30:0 10.390 NFRC 0.37 NFRC sKtV0 New terra Pack Windows &`Doors Zone 3 �.. ;.... 26 Window _! )15.0- 0.390 NFRC 0.377 NF,RGx *80 `New Sierra Pacific Windows & Doors Zone 3 7 )1 ti 27 Wrndow-A4 f 05.0 0.390 NFRC, -+.0.37 NFAC :' New Sierra'Pa�C Windows &Doors Zorie'3 1 100 28 Window 25.0 0.390 NFRC 0.37N , RC; 180 New,; Sierra Pacific Windows & Doors Zone 3 �F 29 Window 12.0 0.390 NFRC 0 -C 8 "New Sierra Pacific Windows & Doors Zone 3 30 Window 3.0 0.390 NFRC 7 11(FRC (2,70 New Sierra Pacific Windows & Doors Zone 4 31 Window 24.0 0.390 NFRC `"�� 7 V 0 New Siena Pack Windows & DoorsZone 4 32 JWndow 35.0 0.390 NFRC � FRC 270 New Sierra Pacific Windows & Doors I Zone 4 (1) Ll -Factor Type: 116-A = D au 'Fable fro nta rds, NFRC =Labeled Value 2 SHGC Type: 116-B � efault Tale from - tandards, NFRC = Labeled Value EXTERIOR SHADING DETAI S ID Exterior Shade T e SHC, dow i.Wd Overhan Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 76 19 Bug Screen 76 10.0 9.0 10.0 -0.1 10.0 10.0 20 Bug ScreeV 0.76 10.0 24.0 r 10.0 0.1 10.0 10.0 21 Bug Screen 0.76 8.0 3.01 10.0 0.1 10.0 10.0 22 Bug S8,e, en 0.76 23 Bug SEft JL 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 _ 26 Bug Screen - 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 32 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-06-20716:16:19 ID: 04182011A Pa - e 6 of 8 Reg: 211-N0029809A-000000000-0000 Registration Date/Time: 2011/06/20-19:19:22 HERS Provider: Ca10ERTS,1In6 Elgctroni`d..ally Filed by Dave Bricker and Authenticated at CalCERTS.com - 6/20/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name The Hideaway Lot 21D Building Type m Single Family ❑ Multi Family O Addition Alone 0 Existing+ Addition/Alteration Date 6/20/2011 OPAQUE SURFACE DETAILS Surface U- Insulation ' Type Area Factor Cavitv Exterior Frame Interior Frame Azm Tilt Status Joint Appendix 4. Location/Comments Wall 85 0.068 R-19 180 90 New 4.3.1-A5 Zone 3 Wall 45 0.068 R-19 0 90 New 4.3.1 A5 Zone 3 Wall 178 0.068 R-19 180 90 New 4.3.1-A5 Zone 3 Wall 70 0.068 R-19 0 90 New- 4.3.1-A5 Zone 3 Slab 1,338 0.730 None0 180 New 4.4.7-A1 Zone 3 Roof 1,338 0.025 R-38 225 14 New 4.2.1-A21 Zone 3 Wall 37 0.035 R-38 19.0. ' Wood • 270 90 New 4.3.1-A 13 Zone 4 Wall 71 0.068 R-19 0 : 90 New 4.3.1 A5 4, Zone 4 Wall 136 0.035 R-38 19.0 Wood 270 90 New' 4.3.1-A 13 one 4 Wall 145 0.068 R-19 180, 90 New 4.3.1-A5 Zb e 4 Wall 80 0.068 R-19 90 90 New 4.3.1-A5 Zone Wall 100 0.068 R-19 180 90 New 4.3.1 A5 Zone Wall 39 0.068 R-19 270 90 New 4.3.1-A _ o e Wall 70 0.068 R-19 - 0 90 New 4.3.1 A5 Zgne 4 Slab 552 0.730 None 0 180 New 41WA1 one 4 Roof 552 0.025 R-38225 14 New 1-A21 VLA Zone 4 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC . Azm Status*,Glazing a Location/Comments 33 Window 12.5 0.390 NFRC 0.37 NFRC 180 New Sff' na Pa'cific Window Doors Zone 4 34 Window 12.5 0.390 NFRC 0.37 NFRC 180 New r erre Pacific Mnda s & Doors Zone 4 35 Window 6.0 0.390 NFRC 0.37 NFRC 270 New tiena Pacific Wjndows & Doors Zone 4 o (1) U -Factor Type: 116-A= u iTable fro etards, NFRC = Labeled Value 2 SHGC Type: 116-B � efau�lt Takle from = tandards, NFRC = Labeled Value - EXTERIOR SHADING DETAI S' ID 'i dow Exterior Shade T e S G Wd Overhang Len H t LExt RExt Left Fin Dist Len H t Right Fin Dist I Len H t 33 Bug Screen 0.76 A 34 Bug Screen 76 35 Bug Screen 76 4. EnergyPro 5.1 by EnergySoft User Number.` 6168 ' RunCode: 2011-06-20T16:16:19 ID: 04182011A Pae 7 of 8 Reg: 211-N0029809A-000000000-0000 Registration Date/Time 2011/06/20 19:19:22 HERS Provider: Ca10ERTS, Inc Electroniu�:�illy Filed by Dave Bricker and Authenticated at CalCERTS.com - 6/20/2011 ' + 'CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name The Hideaway Lot 21 D Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1612012011 BUILDING ZONE INFORMATION System Name Floor Area Zone Name New Existinq Altered Removed Volume Year Built Zone 1 Zone 1: Guest BRs, Lau. 1,095 10,950 Zone 2 Zone 2: Enhy,Dining, GrtRm,Kit, N 2,089 " 26,113 Zone 3 Zone 3: Mstr Suite, Pwdr, Study 1,338 13,781 Zone 4 Zone 4: GuestCasita 552 5,630 Totals -5,0741 0 HVAC SYSTEMS System Name ' Qty. Heating Type Min. Eff. Coolin Type Min. W. Thermostat Type Status Zone 1 1 Central Furnace 80% AFUE Split Air Con •over 15! SEER Setback New Zone 2 1 Central Furnace 80% AFUE Split • Con diq'b er - J .5 SEER Setback New Zone 3-' `" 1 ,-Central.Fumace�•i• '80%-AFUE S _li Air'Gonditioner; _ 15:S -SEER Setback New Zone 4 4 !r �' • 1 Central'Fumace V AFUE plit, Coriditionei � 15.0 SEER Setback New J Jyd' j80% �YJ P I r S M i %Jr f L 41 HVAC DISTRIBUTION ' , ] / 1.4 ory 'i' A I J/BPl System Name •:".L--.-eDuctJL./V Ducts&C Heating -`Co Duct Location R -Value Tested? Status Zone 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New Zone 2 Ducted 1,Ducted Attic, Ceiling Ins, vented 8.0 m New Zone 3 Ducted Ducted Attic, Ceiling Ins, vented 8.0 El New Zone 4 1 Ducted 1091111110fth.. D Ved Attic, Ceiling Ins, vented 6.01 0 INew WATER HEATING SYSTEM$J A' System Name T_ype �• Distribution Rated • Input Btuh Tank Cap. • al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R-' Value Status Rheem22VR75-6, Smalh6as Recirc(Fimer , 69,000 ,. 75 ; 0.53 n/a_ n/a New MULTWAMILY WAT R HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ff o �oPipe ¢ — S•stem Name Len th Pipe Diameter Insul. Thick. HP Plenum Outside Buried ❑ ❑ ` < ,❑ EnergyPro 5.1 by EnergySoft User Number. 6168 RunCode: 2011-06-20716:16:19 ID: 04182011A Page 8 of 8 ,l Reg: 211-N0029809A-000000000-00001 Registration Date/Time: 201J/06;20-19':19'.-22' HERS Provider: Ca10ERTS,•Inc Sladden'.Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 0782 Stanton Avenue, Suile A, Buena Park, CA 90621 (714) 523-0952 Fox (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, I lemel, CA 92543 ('951) 760-8777 Fax (951) 766-8778 June 20, 2011 Project No. 544-11104 11-06-146 Monarch Homes Desert Division, Inc. 49950 Jefferson Street, Suite 130-134 Indio, California 92207 �T Project: Proposed Custom Residence 53-408 Via Donna SUN 23 2011 . ! Lot 21 D - The Hideaway La Quinta, California By— Subject: Geotechnical Update Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESS) dated April 11, 2001.; File No. 08199-01, Report No. 04-04-718. Report of Testing and Observation During Kough Grading prepared by ESS dated. August 28,2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 53-408. Via Donna (Lot 21D) within 'the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by -conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded.. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured from, the rough graded configuration. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. Sladden 'Engineering 7�11 1 f,k4 I�C,14 June 20, 2011 .2. Prc*ct No. 544-11104 11-06-146 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously assumed building envelope. I.bc building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed sura ce'should be compacted to a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the referenced gradirig report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into property compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures'of 150() psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 30U psf for each additional 6 inches of depth may be utilized if desired. The maximum- allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sideur, of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pef. ff used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive- and falls within the "very low" expansion xpansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported, on concrete chairs to ensure that reinforcement is placed at slab mid -height. SUbs with moisture sensitive surface's should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as'10-r'nil Visguccn, or equivalent. All laps within the membrane should be seated and at least 2 inches of clean sand should be placed over the membrane to promote uniform -curing of the concrete. To reduce the potential for punctures, the membrane should be placed on,a pad surface that has been graded, smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to , 1 placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for now construction based upon the 2010 California Building Code (CBC). Sladden Engineering 0 June 2U, 20'1'1 .3 Project No. 544-11104 11-06-146 Tho seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7, According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed 'structures. 'rho period of the structures should be less than 1h second. This assumption should be verified by the project structural engineer. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.2):10 Ss (Figure 161.3.5.1):1.5008 Si (Figure 1613.5,1):0.600g. Fa (Table 16135.3(1)):1.0 Fv (Table 1613.5,3(2)):1.5 Sms (Equation 16-36 (Fa X Ss)):1.500g . Smi (Equation 16-37 )Fv X S1)): 03Ng SOS (Equation 1638 (2/3 X Sms)): 1,0008 SM (Equation 16-39 (2/3 X Sail)): 0.6008 Seismic Design Category: D If you have questions regarding this letter or the referenced reports, please contact- the undersigned. Respectfully submitted. SLADDEN ENGIN RI G QgpFES,S�O! Brett L. Anderson IT thC4 Principal Engineer E*` SER/gl !� OF CALIF�� Copies: 4/Monarch Homes Desert Division, 'Inc. Sla&en Engineering Bin. # City, 'f.La Quinta Bullding 8r Safety Division Permit # P.O. Box 1504,78-495 Calle Tamplc,6 14.Qulnta, CA 92253 - (760) 777-7012 / J Building Permit Application and Tracking Sheet Project Address: _51-3t09 V f s Name: �2 \ S / :. A P. Number. d d � TATdds: Legal Description: City, ST, Zip: ^ 72,20/ Contractor.GG r7N Telephone: f l (Q 3� Address: TO J_& fvj 4�/ Project Description: City, ST, Zi�/� C Telephone,7,f 1 (p3 T . (P39/ State Lic. # : City Lic #: Arch., Engr., Designer ;L&4Ail `�� 6� L,4,ll Address: V 15,( Q JJ W. City., ST, Zip: LL Telephone: State Lie. #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. FL:#Stories: # Unit;;: Telephone # of Contact Person: Estimated Value of Project: # Submittal Rey'd APPLICANT: DO NOT -WRITE BELOW THIS LINE Recd TRACICIIVG PERMIT FEES Plan Sets Pian Check submitted o Item Amount S"ctund Calcs. Reviewed, ready for corrections Plan Check Deposit. Truss Cater. Called Contact Person Pian Check Balance. Title 24 Calci. Pians picked up Constrnctioa Flood plain plan Plans resubmitted.. Mechanical Grading plan V Review, ready for correctionsrmue Electrical Subcoutactor List Called Contact Person Plumbing Grant Deed Plans picked up S lyLy H.O A. Approval Plans resubmitted Grading ICY ROUSE:- Review, ready for eorrectionvIssae Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr - Date of permit Issue School Fees Total Permit Fees /0//v. 4toN. M s y e�zc� G' DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS2.rdf Page 1 RESIDENTIAL FIRE SYSTEMS, INC. (HH) 2871 E..VIA.MARTENS ANAHEIM,CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR YATES RESIDENCE LA'QUINTA, CA 92253- a,,� -53-408 VIA DONA GUEST- SUITE TWO: HEAD CALC. ; Date: 10/5/2011 File No: 5314 Data File -Name: GS2 . 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 0.87,4 in. Drop: K=4.71 (Incl.; 1 Tee) 1.0 ft. x 0.874 in. Arm -Over: K=4.64 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 uiTY OF LA QUINTA BUILDING & SAFETY DEPT. WATER SUPPLY APPROVED Source: Public Test -Date: 10/4/11 'B CVWD FOR CONSTRUCTION Y Static: 70.2 psi Resid: 20.0 psi F1ow:1500.[DA gpm Public Main Size: 6 in J e !44Y6 Domestic Demand: 5.0 gpm at node number" .4 ""��— SPRINKLER DEMAND Il�� No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.6 24 25.0 70.2 51.2 1 20.0 18.6 24 25.0.• 70.2 51.2 REVIEWING AUTHORITY RCFD DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS2.rdf Page 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 16.60 BX ---- -6.0 SRCE ---- 25.0 6.15'51.2 ---- 25.0 6.16 51.2 150 2 0.995 20.0 ---- -4.0 ---- ---= 0.17 0.87.44.2 ---- 0.17 0.87 44.2 2 2 90.80 3L -4.0 -4.0 ----- ---- 25.0 0.68 44.2 ---- 25.0 0.68 44.2 150 3 1.959 18.0 ---- -2.0 ---- ---- 0.01 0.87 38.7 ---- 0.01. 0.87 38.7 3 3 6.50 L ---= -2:0 ---- ---- 25.0 0.08 38.7 ---- 25.0 0.08 38.7 150 4 1.959 6.0 ---- 1.0 -5 5 0.01 .1.30 37.3 5 0.01 1.30 37.3 4 4 1.00 B ---- 1.0 -5 5' 20.0 0'.78 37.3 5 20.0 0.78 37.3 150 5 0.995 6.0 ---- 1.0 --=- ---- 0.11 0.00 36.5 ---- 0.11 0.00 36.5 5 5 3.50 L ---- 1.0 -=-- ---= 20.0 0.71 36.5 ---- 20.0 0.71 36.5 150 6 1.101 7.0 ---- 3.0 ---- ---- 0.07 0.87-34.9 ---- 0.07 0.87 34.9 6 6 3.00 3RS ---- 3.0 ---- ---- 20.0 0.95 34.9 ---- 20.0 0.95 34.9 150 7 1.101 11.0 ---- 6.0 ---- ---- 0.07 1.30 32.7 ---- 0.07 1.30 32.7 7 7 4.00 ---- 6.0 ---- ---- 20.0 0.27 32.7 ---- 20.0 0.27 32.7 150 8 1.101 0.0 ---- 10.0.---- ---- 0.07 1.73,30.7 ---- 0.07. 1.73 30.7 8 8 6.50 LR ---- 10.0 ---- ---- 20.0 0.99 30.7 ---- 20.0 0.99 30.7 150 9 1.101 8.0 ---- 10.0 ---- ---- 0.07 0.00 29.7 ---- 0.07 0.00 29.7 9 9 113.50 7L2B9R ---= 10.0 ---- -----6 * 9 1.72.29.7 ---- 6.9 .1.72 29.7 150 10 1.101 68.0 ---- 15.0 ---- ---- -0.012.17 25.8 ---- .0.01 2.17 25.8 10 10 32.10 2L6R --=- 15.0 ---- ---- 6.9 0.49 25.8 ---- 6.9 0.49 25.8 150 11 1.101 20.0 ---- 15.0 ---- ---- 0.01 _.0.00 25.3 ---- 0.01 0.0025.3 11 11 42.00 5L5R ---- 15.0 ---- ---- 6.9 0.78 25.3 ---- 6.9 0.78 25.3 150 12 1.101 40.0 ---- 11.0 -=-- ---- 0.01 1.73 26.3 ---- 0.01 1.73 26.3 12 12 21.50. 2L2R ---- 11.0`---- ---- 7.9 0.46 26.3 ---- 7..9 0.46 26.3 150 13 1.101 16.0 ---- 10.0 ---- ---- 0.01 0.43 26.2 ---- 0.01 0.43 26.2 13 13 2.20 B ---- 10.0 ---- ---- 0.0 0.00 26.2 ---- 0.0 0.00 26.2 150 14 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 26.2 ---- 0.00 0.00 26.2 14 13 16.50 2LR ---- 10.0 ---- ---- 7.9 0.38 26.2 ---- 7.9 0.38 26.2 150 15 1.101 15.0 ---- 11.0 ---- ---- 0.01 0.43 25.4 ---- 0.01 0.43 25.4 15 15 2.50 B ---- 11.0 ---- ---- .0.0 0.00 25.4 ---- 0.0 0.00 25.4 150 16 1.101 5.0 ---- 11.0 -=-- ---- 0.00 0.00 25.4 ---- 0.00 0.00 25.4 '16 15 58.50 2B5R ---- 11.0 ---- ---- 7.9 0.89 25.4 ---- 7.9' 0.89 25.4 150 17 1.101 15.0 ---- 11.0 ---- ---- 0.01 0.00 24.5 ---- 0.01 0.00 24..5 DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS2.rdf Page 3 �7 17 1.30 B ---- 11.0 ---- ---- 0.0 0.00 24.5 ---- 0.0 0.00 24.5 150 18 1.101 5.0 ---- 11.0 -,--- ---- 0.00 0.00 24.5 ---- 0.00 0.00 24.5 18 17 13.20 2R ---- 11.0 ---- ---- 7.9 0.18 24.5 ---- 7.9 0.18 24.5 150 19 1.101 2.0 ---- 11.0 ---- ---- 0.01 0.00 24.4 ---- 0.01 0.00 24.4 19 19 10.00 L ---- 11.0 ---- ---- 7.9 0.21 24.4 ---- 7.9 '0:21 24.4 150 20 1.101 7.0 ---- 21.0 ---- ----- 0.01 4.33 19.8 ----, 0.01 4.33 19.8 20 20 5.20 L* ---- 21.0 ---- ---- 7.9 0.15 19.8 ---- 7.9 0.15 19.8 150 21 1.101 7.0 ---- 21.0 ---- ---- 0.01 0.00 19.7 ---- 0.01 0.00 19.7 21 21 4.10 2B ---- 21.0 ---- ---- 0.0 0.00 19.7 ---- 0.0 0.00 19.7 150 22 0.874 6.0 ---- 21.0 ---- ---- 0.00 0.00 19.7 ---- 0.00 0.00 19.7 22 21 2.30 R ---- 21.0 ---- ---- 7.9 0.04 19.7 ---- 7.9 0.04 19.7 150 23 1.101 1.0 ---- 21.0 ---- ---- 0.01 0.00 19.6 ---- 0.01 0.00 19.6 23 23 2.00 B ---- 21.0 ---- ---- 20.0 1.05 19.6 ---- 20.0 1.05 19.6 150 24 0.874 3.0 ---- 21.0 4.64 20.0 0.21 0.00 18.6 20.0 0.21 0.00 18.6 24 23 10.80 LR ---- 21.0 ---- ---- -12.1 0.51 19.6 ---- -12.1 0.51 19.6 150 25 1.101 8.0 ----. 21.0 ---- ---- -0.03 0.00 20.1 ---- -0.03 0.00 20.1 25 25 1.00 B ---- 21.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 20.1 150 26 0.874 3.0 ---- 21.0----- ---- -0.00 0.00 20.1 ---- 0.00 0.00 20.1 26 25 7.60 R ---- 21.0 ---- ---- -12.1 0.23 20.1 ---- -12.1 0.23 20.1 150 27 1.101 1.0 ---- 21.0 ---- ---- -0.03 0.00 20.4 ---- -0.03 0.00 20.4 27 27 10.00 L ---- 21.0 ---- ---- -12.1 0.46 20.4 ---- -12.1 0.46 20.4 150 28 1.101 7.0 ---- 11.0 ---- ---- -0.03 4.33 25.2 ---- -0.03 4.33 25.2 32 28 12.80 4LR ---- 11.0 ---- ---- -12.1 1.13 25.2 ---- -12.1 1.13 25.2 150 29 1.101 29.0 ---- 13.0 ---- ---- -0.03 0.87 25.4 ---- -0.03 0.87 25.4 33 29 28.10 2LB6R ---- 13.0 ---- ---- 1.0 0.01 25.4 ---- 1.0 0.01 25.4 150 12 1.101 25.0 ---- 11.0 ---- ----- 0.00 0.87 26.3 ---- 0.00 0.87 26.3 34 29 16.20 LB ---- 13.0 ---- ---- -13.1 0.88 25.4 ---- -13.1 0.88 25.4 150 30 1.101 12.0 ---- 11.0 ---- ---- -0.03 0.87 27.2 ---- -0.03 0.87 27.2 35 30 34.50 3L2B2R ---- 11.0 ---- ---- -13.1 2.10 27.2 ---- -13.1 2.10 27.2 150 9 1.101 33.0 ---- 10.0 ---- ---- -0.03 0.43 29.7 ---- -0.03 0.43 29.7 36 22 10.00 L ---- 21.0 ---- ---- 0.0 0.00 19.7 ---- 0.0 0.00 19.7 150 31 0.874 7.0 ---- 11.0 ---- ---- 0.00 4:33 24.0 ---- 0.00 4.33 24.0 37 31 14.80 LBR ---- 11.0 ---- ---- 0.0 0.00 24.0 ---- 0.0 0.00 24.0 150 32 0.874 11.0 ---- 11.0 ---- ---- 0.00 0.00 24.0 ---- 0.00 0.00 24.0 38 26 10.00 B ---- 21.0 ---- ---- 0.0, 0.00 20.1 ---- 0.0 0.00 20.1 150 33 0.874 3.0 ---- 11.0 ---- ---- 0.00 4.33 24.5 ---- 0.00 4.33 24.5 "39 33 11.10 L2B ---- 11.0 ---- ---- 0.0 0.00 24.5 ---- 0.0 0.00 24.5 150 34 0.874 13.0 ---- 11.0 ---- ---- 0.00 0.00 24.5 ---- 0.00 0.00 24.5 DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS2.rdf Page .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, 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. 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 PAGE: K MATERIAL: Copper Tube -K: HWC: 150 Diameter Equivalent Fitting Lengths.in Feet (in) E L Bj 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 1.959 2.,00 6.00 12.00 4.00 4.00 13.00 1.00 28.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 38061.3.04 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.08 gpm with one sprinkler`-' flowing, and 0.010 gpm at each node and 'maximum, imbalance of 0.03 gpm with 1 sprinklers flowing in accordnce with NFPA 13 and 13D or 13R. HRS Systems, 'Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS2.rdf Page 5 WATER SUPPLY CURVE . 75.0' 5 C 67.5 P 60.0 R E 52.5 S S _ 45.0 a R 37.5 E , ( 30.0. '. 22.5 S I 15.0 7.5 0.0 + 04 8 12 16 20 24 28 . 32.._ ;` 36 40 FLOW (GPM) Statin 70.2 psi, .Residual 20.0 'psi @ 1500 gpm (1 sprinkler flowing) (1' sprnklers,flowing) A = Available Water Supply C Available Water Supply 70.2 psi @.25.0 gpm*„ 70.2 psi @ 25.0.gpm B Required Water Supply D =,Required Water Supply 51.2 psi @ -25.0 gpm _ , 51.-2.psi_ @ 25.0 gpm - DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALLS\GC.rdf Page 1 RESIDENTIAL,FIRE.SYSTEMS, INC. (HH) 2871 E. VIA MARTENS ANAHEIM',CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR YATES RESIDENCE.'• LA QUINTA, CA 92253 53 -408 -VIA DONA GOLF CART GARAGE 2 HEAD CALC. Date: 10/5/20,11 File No: 5314 Data File Name: GC.rdf - SPRINKLER SPACING 130.0 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) 1.0 ft. x 0.874 in.,Arm-Over: K=5..23 (Incl. 1 Tee & 1 Ell) PIPE, SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 10/4/11 By: CVWD Static: 70.2 psi Resid: 20.0 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 18.3 12.2 18 23.3 70.2 37.9 2 18. .3 12.2 18 41.6. 70.1 67.8 REVIEWING AUTHORITY RCFD c i , w DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GC..rdf Page 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 16.60 BX ---- -6.0 SRCE ---- 23.3 5.40 37.9 ---- 41.6 15.81 67.8 150 2 0.995 20.0 ---- -4.0' ---- ---- 0.15 0.87 31.7 ---- 0.43 0.87 51.2 2 2 90.80 3L -4.0 -4.0----- ---- 23.3 0.59 31.7 ---- 41.6 1.7.4 51.2 150 3 1.959 18.0 ---- -2.0 ==------- 0.01 0.87 26.2 ---- 0.02 0.87 44.6 3 3 6.50 L ----. -2.0 --- 7' ---- 23.3 -0.07 26.2 --.-- 41.6 0.20 44.6 150 4 1.959 6.0 ---- 1.0 -5 5 0.01, 1.30 24.8 5 0.02 1.30 43.1 4 4 1.00 B ---- 1.0 -5 5- 18.3 0.66 24.8 5 36.6 2.39 43.1 150 5 0.995 6.0 ---- 1.0 ---- ---- 0.09 0.00 24.2 ---- 0.34 0.00 40.7 5 5 3.50 L ---- 1.0 ---- ---- 18.3 0.61 24.2 ---- 36.6 2.19 40.7 150 6 1.101 7.0 ---- 3.0'---- ---- '0. 016, 0.87 22.7 ---- 0.21 0.87 37.6 6 6 3.00 3RS ---- 3.0 ---- ---- 18.3 0.81 22.7 ----, 36.6 2.92 37.6 150 7 1.101 11.0 ---- 6.0'---- ---- 0.06 1.30 20.6 ---- 0.21 1.30 33.4 7 7 4.00 ---- 6.0 -.--- ---- 18.3 0.23 20.6 ---- 36.6 0.83 33.4 150 8 1.101 0.0 ---- 10.0 ---- ---- 0.06. 1.73 18.6 ---- 0.21 1.73 30.8 .8 8 6.50 LR ---- 10.0 --•-- ,-=-- 18.3 0.84 18.6 ---- 36.6 3.02 30.8 150 9 1.101 8.0 ---- 10.0 ---- ---- 0.06 0.00 17.8 ----. 0.21 0.00 27.8 9 9 113.50 7L2B9R-"---- 10 ..0 --- ------" 6.4 1.49 17:8 -=-- 12.9 5.51 27.8 150 10 1.101 68.0 ---- 15.0 ---- ---,- 0.01 2.17 14.1 ---- 0.03 2.17 20.1 10 10 32.10 2L6R ---- 15.0 ---- ---- 6.4 0.43 14,.1 ---- 12.9 1.58 20.1 150 11 1.101 20.0 ---- 15:0 --,-- ---- 0.01 0.00.13.7 ---- 0.03 0.00 18.6 11 11 42.00 5L5R ---- 15.0 ---- ---- 6.4 0.67 13.7.---- 12.9 2.49 18.6 150 12 1.101 40.0 ---- 11.0 ---- ---- 0.°01 1.73 14.8 ---- 0.03 1.73 17.8 12 12 21.50 2L2R ----- 11.0 ---- ---- 8.9 0.57 14.8 ---- 20.9 ,2.7617.8 150 13 1.101 16.0 ---- 10.0 ---- ---- 0.02 0.43 .14..6 ---- 0.07 0.43 15.5 13 13 2.20 B ---- 10.0 ---- ---- 0.0'.� 0.00 14.6 ---- 0*.0 0.00 15.5 150 14 0.874 3.0 ---- 10.0 ---- ---- 0.00 Q.00 '14.6 ---- 0.00 0.00 15.5 14 13 16.50 2LR ---- 10.0 ---- :---- 8.9 0.48 14.6 ---- 20.9 2.32 15.5 150 15 1.101 15.0 ---- 11.0 -=-- ---- 0.02 0.43 13.7 ---- 0.07 0.43 12.7 15 15 2.50 B ---- 11.0 ---- ---- -0.0: 0.-00 13.7 ---- 18.3 0.43 12.7 150 16 1.101 5.0 ---- 11.0.15.23;---- 0.00 0.00 13.7 18.3 0.06 0.100. 12.3 16 15 58.50 2B5R ---- 11.0 ---- ------8-9, 1.12 13.7 -.--- 2.6 0.11 12.7 150 17 1.101 15.0 ---- 11.0 ---- ---- 0.02 0.00 12.6 ---- 0.00 0.00 12.6 1 ;DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GC.rdf Page 3 I17 17 1.30 B ---- 11.0 ---= ---- 18.3 0.36 12.6 ---- 18.3 0.36 12.6 150 18 1.101 5.0 ---- 11.0 5.23 18.3 0.06 0.00.12.2 18.3 0.06 0.00 12.2 18 17 13.20 2R ---- 11.0 ---- ---- -9.4 0.26 12.6 ---- -15.7 0.66 12.6 150 19 1.101 2.0 ---- 11.0 ---- ---- -0.02 0.00 12.9 ---- -0.04 0.00 13..3 19 19 10.00 L ---- 11.0 ---- ---- -9.4 0.29 12.9 ------ 15.7 0.74 13.3 150 20 1.101 7.0 ---- 21.0 ---- ---- -0.02 4.33 8.8 ---- -0.04 4.33 9.7 20 20 5.20 L ---- 21.0 --------- -9.4 0.20 8.8 ---- -15.7 0.53 9.7 150 21 1.101 7.0 ---- 21.0 '---- ---- -0.02 0.00-9.0 ---- -0.04 0.00 10.2 21 21 4.10 2B ---- 21.0 ---- ---- 0.0 0.00 9.0 ---- 0.0 0.00 10.2 150 220.874 6.0 ---- 21.0 ---- -=-- 0.00 0.00 9.0 ---- 0.00 0.00 10.2 22 21 2.30 R ---- 21.0 ---- ---- -9.4 0.06 9.0 ---- -15.7 0.14 10.2 150 23 1.101 1.0 ---- 21.0 --------- -0.02 -0.00' 9.1 ---- -0.04 0.00 10.4 23 23 2.00 B ---- 21.0 ---- ---- 0.0 0.00 9.1 ---= 0.0 0.00 10.4 150 24 0.874 3.0 ---- 21.0 ---- ---- 0.00 0.00 9.1 ---- 0.00 0.00 10.4 24 23 10.80 LR ---- 21.0 --- -.---- -9.4 0.32 9.1 ---- -15.7 0.82 10.4 150 25 1.101 8.0 ---- 21.0 ---- ---- -0.02 0.00 9.4 ---- -0.04. 0.00 11.2 25 25 1.00 B ---- 21.0 ---- ---- 0.0 0.00 9.4 ---- 0.0 *0.00 11.2 150 26 0.874 3.0 ---- 21.0 ---- ---- 0.00 0.00 9.4 ---- 0.00 0.00 11.2 26 25 7.60 R ---- 21.0 ---- _--- -9.4 0.14 9.4 --.-- -15.7 -0.38 11.2 150 27 1.101 1.0 ---- 21.0 ---- ---- -0.02 0.00, 9.5 ---- -0.04 0.00 11.6 27 27 10.00 L ---- 21.0 ----.---- -9.4 0.29. 9.5 ---- -15.7 0.74 11.6 150 28 1.101 7.0 ---- 11.0 ---- --- :-- -0.02 4.33 14.2 ---- -0.04 4.33 16.6 32 28 12.80 4LR -_-- 11.0 ---- ---- --9.4 0.70 14.2 ----,-15.7 1.83 16.6 150 29 1.101 29.0 ---- 13.0 ---- ---- -0.02 0.87 14.0 ---- -0.04 0.87 17.6 33 29 28.10 2LB6R ---- 13.0 ---'- ---- 2.5. 0.08 14.0 ---- `8.0 0.66 17.6 150 12 1.101 25.0 ---- 11.0 ---- ---- 0.00 0.87'14.8 ---- 0.01 0.87 17.8 34 29 16.20 LB ---- 13.0 ---- ---- -11.9 0.74 14.0 ---- -23.7 2.63 17.6 150 30 1.101 12.0 ---- 1-1.0 ---- ---- -0.03 0.87 15.6 ---- -0.09 0.87 21.1 35 30 34.50 3L2B2R ---- 11.0 .---- ---- -11.9 1.77 15.6_---- -23.7 6.29 21.1 150 9 1.101 33.0 ---- 10.0 --------- -0.03- 0.43 17.8 ---- -0,.09 0.43 27.8 36 22 10.00 L ---- 21.0 ---- ---- 0.0 0.0-0 9.0 ---- 0.0 0.00 10.2 150 31 0.874 7.0 ---- 11.0 -7 -- ---- 0.00 4.33 13.4 ---- 0.00 4.33 14.5 37 31 14.80 LBR ---- 11.0 ---.-•---- 0.0 0.00 13..4 ---- 0.0 0.00 14.5 150 32 0.874 11.0 ---- 11.0 ---- ---- 0.00 0.00 13.4 ---- 0.00 0.00 14.5 38 26 10.00 B ---- .21.0 ---- ---- 0.0 0.00 9.4 ---- 0.0 0.00 11.2 150 33 0.874 3.0 ---- 11.0 ---- ---- 0.00. 4.33 13.7 ---- 0.00 4.33 15.5 39 33 11.10 L2B ---- 11.0 ---- ---- 0.0 0.00 13.7 ---- 0.0 0.00 15.5 150 34 0.874 13.0 ---- 11.0 ---- ---- 0.00 0.00 13.7 ---- 0.00 0.00 15.5 DATE: 10/5/2011-Z:\5'314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GC.rdf Node Notes. Pipe Notes Page 4 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= The maximum velocity of water flow occurs in pipe 1 at 9.60 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 17..17 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'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 1.959 2.00 6.00 12.00 4:00 4.00 13.00. 1.00 28.00 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 0.11"gpm,with one sprinkler flowing, and 0.010 gpm at"each node and maximum'imbalance of 0.10 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS_ Systems,,Inca 208 South.Public_Squar.e Petersburg, TN 37144 (931) 65979760' X, DATE: 10/5/2011 Z:\5314,YATES RESIDENCE\FIRE SPRINKLER\CALCS\GC.rdf Page .S +WATER SUPPLY CURVE 75.0 t A CD 67.5 a P , 60.0 R E s = 52.5 S r S 45.0 U R CB • -r ._ 37.5 - E � 30.0 s «_ 22.5 A` a S 15.0 7.5 _... 0.0- r • 08 16 24. 32 40 48 °. 56 -,64 72 8ON . r FLOW (GPM)- - Static 70.2 psi, Residual..= 20.0 'psi @ 1500 gpm (1 sprinkler flowing) "(2 sprinklers flowing) A•= Available Water. Supply C = Available Water Supply 70.2 psi @ 23.3 gpm '70.l psi @' 41.6 gpm B = Required Water Supply D = Required Water Supply 37.9 psi @ 23.3 gpm 67,:8 psi @ 41.6 gpm d' -DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS1.rdf Page -1 RESIDENTIAL FIRE SYSTEMS, INC. (HH) 2871'E. VIA-MARTEN.S ' ANAHEIM,`CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR YATES RESIDENCE ,LA QUINTA,, CA 92253 53-408 VIA DONA GUEST SUITE ONE .1 HEAD CALL., Date: 10/5/2011 File No: 5314 Data File Name: GS1.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.(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) .1.0 ft. x 0.874 in.. Arm -Over: K=4.64 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: '10/4/11 By: CVWD Static: 70.2 psi Resid: 20.0 ps"i 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 20.0 18.6 14 25.01' 70.2 45.8 1 20.1 18.8, 14 25.1 70.2 46.2 REVIEWING AUTHORITY RCFD DATE: 10/5/2011 Z:\5314'YATES.RESIDENCE\FIRE SPRINKLER\CALCS\GS1.rdf Page 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 16.60' BX ---- -6.0 SRCE ----, 25.0 6.16,45.8 ---- 25.1 6.23 46.2 150 2 0.995 20.0 ---- -4.0 ---- ---- 0.17 0.87 38.8 ---- 0.17 0.87 39.1 2 2 90.80 3L -4.0 '-4.0 ---- ----- 25.0 0.68"38.8 ---- 25.1 '0.68 39.1 150 3 1.959 18.0 ---- -2.0 ----;---- 0.01 0.87 33.3 ---- 0.01 0.87.33.5 ' 3 3 6.50 L, ---- -2.0 ---- ---- 25.0 0.08 33.3 ---,- 25.1 0.08 33.5 150 4 1.959 6.0 ---- 1.0 -5 5 0.01 1.30 31.9 5 0.01 1.30 32.1 4 4 1.00 B ---- 1.0 -5 5 20.0 0.78.31.9 5 20.1 0.79 32.1 150 5 0.995 6.0 ---- 1.0`---- ---- 0.11 0.00 31.1 =--- 0.11 0.00 31.4 5 5 3.50 L ---- 1.0 ---- ---=- 20.0 0.71 31.1 ---- 20.1 0.72 31.4 150 6 1.101 7.0 ---- 3.0 ---- ---- 0.07 0.87 29.5; ---- 0.07 0.87 29.8 6 6 3.00 3RS ---- 3.0 ---- ---- 20..0 0.95 29.5 ---- 20.1 0.96 29.8 150 7 1.101 11.0 ---- 6.0 ---- ------ 0.07 1._30 27.3 ---- 0.07 1.30 27.5 7 7 4.00 ---- 6.0 -=,------- 20.0 0.27 27.3 ---- 20.1 0.27 27.5 150 8 1.101 0.0 ---- 10.0 ---- ---- 0.-07 1..73 25.3 ---- 0.07 1.73 25.5 8 8 6.50 LR ---- 10A ---- ---- 20.0 0.99 25.3 ---- '20.1 1.00 25.5 150 9 1.101 8.0 ---- 10.0 ---- -- 0.07 0.00.24.3 ---- 0.07 0.00 24.5 9 9 113.50.7L2B9R ---- 10.0 ---- ---- 7.-3 1.90 24.3 ---- 7.3 1.91 24.5 150 10 1.101 68.0 --,-- 15.0 - ---- 0.01 2.17 20.2 ---- 0.01 2.17 20.4 10 10 32.10 2L6R ---- 15.0 ----,---= 7.3 0.54.20.2 ---- 7.3 0.55 20.4. 150 11 1.101 20.0 ---- 15.0 ---- ---- 0.01 0.00 19.7 ---= 0.'01 0.00 19.9 11 11 42.00 5L5R ---- _15:0 ---- ---- 7.3 0.86 19.7 ---- 7.3 0.86 19.9 150 12 1.101 40.0 ---- 11.0 ---- ---- 0.01 1.73'20.5 ---- 0.01 1.73 20.7 12 12 21.5.0 2L2R ---- 11.0 -.---,---- 13.9 1.31 20.5 ---- 14.0 1.32 20.7 150 13 1.101 16.0 ---- 10.0 ---- ----- 0.03 0.43 19.7 _---- 0.04 0.43 19.9 13 13 2.20 B ---- 10.0 -_--'---- 20.0 1.09.19.7 ---- 20.1 1.10 19.9 150,14 0.874 3.0 ---- 10.014.-64 20:0 0.21 0.00J8.6 20.1 0.21 0.00 18.8 14 13 16.50 2LR ---- 10.0 ---- ---- -6.1 0.24 19.7 ---- -6.1 0.24 19.9 150 15 1.101 15.0 ----" 11.0.---- ---- -0.01 0.43 19.5. ---- -0.01 0.43 19.7 15 15 ,2.50 B ---- 11.0 ---= -=-- 0.0 0.0-0 19.5 ---- 0.0 0.00 19.7 150 16 1.101 5.0 ---- 11.0 ---- ---- 0.00, 0.00 19.5 ---- 0.00 0.00 19.7 16 15 58.50 2B5R ---- 11.0 ---- ---- -6.1 0.55 19.5 ---- -6.1 0.55 19.7 150 17 1.101 15.0 ---- 11.0 ---- ---- -0.01 0.00,20.0 ---- -0.01 0.00 20.2 DATE:'10/5/2011 Z:\5314,YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS1.rdf Page 3 �i7 17 1.30 B ---- 11.0 ---- ---- 0.0 0.00 20.0.---7 0.0 0.00 20.2 " 150 18 1.101 5.0 ---- 11.0 ---- ---- 0.00 0.00 20.0 ---- 0.00 0.00 20.2 I8 17 13.20 2R ----. 1T.0 ----.---- -6.1 0.11 20.-0 ---- -6.1 0.11 20.2 150 19 1.101 2.0 ---- 11.0 ---- ---- -0.01 0.00.20.1 ---- -0.01 0.00 20.3 19 19 10.00 L ---- 11.0 ---- ---- -6.1 0.13 20.1 ---- -6.1 0.13 20.3 150 20 1.101 7.0'---- 21.0 ---- ---- -0.01 4:33 15.9 ---- -0.01 4.33 16.1 20 20 5.20 L ---- 21.0 ---- ----- -6.1 0.09 15.9 --=- -6.1 0:09 16.1 150 21 1.101 7.0 ---- 21.0 ---- ---- -0.01 0.00 16..0 ---- -0.01 0.00 16.2 21 21 4.10 2B ---- 21.0 ---- ---- 0.0 0.00.16.0 ---- 0.0 0.00 16.2 150 22 0.874 6.0 ---- 21.0 --------- 0.00 0.00 16.0 ---- 0.00 0.00 16.2 22 21 2.30 R ---- 21.0 ---- ---- -6.1 01.0.2 16.10 ---- -6.1 0.02 16.2 150 23 1.101 1.0 ---- 21.0 ---- ---- -0.01 0.00 16.0 ---- -0.01 0.00 16.2 23 23 2.00 B ---- 21.0 ---- ---- 0.0 0.00 16.0 ---- 0.0 0.00 16.2 150 24 0.874 3.0 ---- 21.0 ---- ---- 0.00 0.00 16.01 ---- 0.00 0.00 16.2 24 23 10.80 LR ---- 21.0 ---- ---- -6.1 0.14 16.0 --== -6.1 0.14 16.2 150 25 1.101 8.0 ---- 21.0 ---- ---- -b.01 0.00 16.2 ---- -0.01 0.00 16.4 25 25 1.00 B ---- 21.0 ---- ---- 0.,0 0.00'16.2 ---- 0.0 0.00 16.4 150 26 0.874 3.0 ---- 21.0 ---- ---- 0.00 0.00 16.2 ---- 0.00 0.00 16.4 26 25 7.60 R ---- 21.0 ---- ---- -6.1� 0.06 16.2 ---- -6.1 0.06 16.4 150 27 1.101 1.0 ---- 121.0 -7 ------ 70.01 0.00 16.2 ---- -0.01 0.00 16.5 27 27 10.00 L ---- 21.0 ---- ---- -6.1 -0.13 16.2 ---- -6.1 0.13 16.5 150 28 1.101 7.0 ---- .11.0 ---- ---- -0.01 4.33 20.7 ---- -0.01 4.33 20.9 32 28 12.80 4LR ---- 11.0 ---- ---- -6.1 0.31 20.7 ---- -6.1 0.31 20.9 150 29 1.101 29.0 ---- 13.0 ---- ------0.01 0.87 20.2 ---- -0.01 0.87 20.4 33 29 28.10 2LB6R ---- 13.0 ---- ---- 6.7. 0.47.20.2 ---- 6.7 .0.48 20.4 150 12 1.101 25.0 -.--- 11.0 -=-- ---- 0.01' 0.87 20.5 ---- 0.01 0.87 20.7 34 29 16.20 LB ---- 13.0 --------- -12.7 0.83 20.2 ---- -12.8 0.84 20.4 150 30 1.101 12.0 ---- 11.0 ---- ---- -0.03 0.87 21.9 ---- -0.03 0.87 22.1 35 30 34.50 3L2B2R ---- 11.0 ---- -------12.7 1.99 21.9 ---- -12.8 2.01 22.1 150 9 1.101 33.0 ---- 10.0 -7 ------ -0.03 .0.43 24.3 ---- -0.03 0.43 24.5 36 2.2 10.00 L ---- 21.0 ---- ---- 0.0' 0.00 16.0 ---- 0.0 0.00 16.2 150 31 0.874 7.0 ---- 11.0 ---- ---- 0.00: 4.33 20.4 ---- 0.00 4.33 20.6 37 31 14.80 LBR ---- 11.0,--------- 0.0 0.00 20.4 ---- - 0.0 0.00 20.6 150 32 0.874 11.0 ---- 11.0 ---- ---- 0.00 0.00 20.4 ---- 0.00 0.00 20.6 38 26 10.00 B ---- 21.0 --------- 0.0 0:00.16.2 ----' 0.0 0.00 16.4 150 33 0.874 3.0 ---- -11.0 ---- ---- 6.00 4.33.20.5 ---- 0.00 4.33 20.7 39 33 11.10 L2B ---- 11.0 =-.--'---- 0.01, 0,.00 20.5 ---- 0.0 0.00 20.7 150 34 0.874 13.0 ---- 11.0 ---- ---- 0.00 0.00:20.5 ---- 0.00 0.00 20.7 DATE: 10/5/2011 Z':\5314-YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS1.rdf Page 4 T� 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 ELI-. 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 13 > at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs -in pipe 13 at 10.75 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 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y 0.874 1.00 7.00 3.00: 1.00_ 1.00 5.00 2.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C. S G X_ Y 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk,GatVly AngVly Y 0.995 1.00 .2.00 6.00 2.00 2.00 6.00 0.00 1.4.00 0.00 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 28.00 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 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each. node and maximum imbalance of 0.19 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 Z Z 0.00 0.00 Z Z 0.00' 0.00 ''DATE: 10/5/2011 Z:\5314-YATES RESIDENCE\FIRE SPRINKLER\CALCS\GS1.rdf Page 5 WATER SUPPLY CURVE 75.0 4 .0 67.5 y P ` 60.0 R } E 52.5 S 5 fi lCD 45.0 U , R ` 37.5 lof 30.0 _ P ' 22.5 S 15.0 t 7.5 ' 0.0 ; 04 8 12 16 20 24 28, 32.:` 36 40 FLOW (GPM) Static= = 70.2 psi, Residual— 20`.0 psi @.1500 gpm (l sprinkler flowing) ,(l sprinklers.flowing) A = Available Water Supply -- C = Available Water Supplys 70.2 psi @ 25.0 gpm 7.0.2 psi.,@ 25.1 gpm B = Required Water Supply D Required -Water Supply 45.8 psi @ 25.0 gPm"_�~—`,. . ' ., :; 46. 2,,; psi: @= 25.1 gpm _ 'DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE'"SPRINKLER\CALCS\D.rdf Page 1 J " RESIDENTIAL FIRE SYSTEMS, INC.-' (HH) 28.71 E.- VIA MARTENS ANAHEIM,CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT, FOR YATES'RESIDENCE LA QUINTA; CA 92253 53-408 VIA DONA: DINING ROOM 2 HEAD CALC. Date: 10/5/2011 File No: 5314 Data File Name: D.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) 1.0 ft. x 0.874 in. .Arm -Over: K=4_64 (Incl, 1 Tee & 1 Ell) PIPE SPECIFICATIONS. Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 10/4/11 By: CVWD Static: 70.2 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 7.9 32 18.0 70.2 32.0 ' 2 13.0 7.8 32 31.6 70.2 49.6 REVIEWING AUTHORITY RCFD y DATE: 10/5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\D:rd-f Page 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 16.60 BX ---- -6.0 SRCE ---- 18:0 3.34 32.0 ---- 31.6 9.52 '49.6 150 2 0.995 20.0 ---- -4.0 ---- ---- 0.09 0.87 27.8 ---- 0.26 0.87 39.3 2 2 90.80 3L -4.0 -4.0 ---- ---- 18.0 0.37 27.8"---- 31.6 1.05 39.3 150 3 1.959 18.0 ---- -2.0 ---- ---- 0.00 01.87 22.6 -=-- 0.01 0.87 33.4 3 3 6.50 L ---- -2.0 ---- ---- 18.0 0.04 22.6'---- 31.6 0.12 33.4 150 4 1.959 6.0 ---- 1.0 -5 5 0.00 1.30 21.3' 5 0.01 1.30 31.9 4 4 1.00 B ---- 1.0 -5 5 13.0 0.35 21.3 5 26.6. 1.33 31.9 150 5 0.995 6.0 ---- 1.0 ---- ---: 0.05 0.00 20.9 ---- 0.19 0.00 30.6 5 5 3.50 L ---- 1.0 ---- ---- 13.0 0.32 20.9 ---- 26.6 1.21 30.6 150 6 1.101 7.0.---- .3.0 ---- ---- 0.03 0.87 19.7 ---- 0.12 0.87 28.5 6 6 3.00 3RS ---- 3.0 ---- ---- 13.0 0.43 19.7.---- 26.6 1.62 28.5 150 7 1.101 11.0 ---- 6,.0 ---- ---.- 0.03 1.30,18.0 ---- 0.12 1.30 25.6 7 7 4.00 ---- 6.0 ---- ---- 13.0 0.-12 18.0 ---- 26.6 0.46 25.6 150 8 1.101 0.0 ---- 10.0 ---- ---- 0.03 1.73 16.1 ---- 0.12 1.73 23.4 8 8 6.50 LR ---- 10.0 ---- ---- 13.0 0.44 16.1 ---- 26.6 1.68 23.4 150 9 1.1,01 8.0 ---- 10.0 ---- ---- 0.03 0.00 15.7 ---- 0.12 0.00 21.7 "- 9 9 113.50 7L2B9R ---- 10.0 -.-_- ---- ---- 4.5 0.78 15.7 ---- 9.2 2.92 21.7 150 '10 1.101 68.0 ---- 15.0 ---= ---- 0.00 2.17 12.7 ---- 0.02 2.17 16.7 10 10 32.10 2L6R ---- 15.0 -------- 4•.5 0.22 12.7 ---- 9.2 0.84 16.7 150 11 1.101 20.0 ---- 15.0 ---- ---- 0.00 '0.00 12.5 ---- 0.02 0.00 15.8 11 11 42..00 5L5R ---- 15.0 ---- ---- 4.5 0.35 12.5 ---- 9.2 1.32 15.8 150 12 1.101 40.0 ----' 11.0 ---- ---- 0.00 1.73 13.9. ---- 0.02 1.73 16.2 12 12 21.50 2L2R ---- 11.0 ---- ---- 5.2 0.21 13.9 ---- 9.8 0.68 16.2 150 13 1.101 16.0 ---- 10.0 ---- ---= 0.01 0.43.14.1 ---- 0.02 0.43 16.0 13 13 2.20 B ---- 10.0 -=-- --=- 0.0 0.00 14.1 ---- 0.0 0.00 16.0 150 14 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 14.1 ---- 0.00 0.00 16.0. 14 13 16.50 2LR ---- 10.0 ---- ---- 5.2 0.18 14.1'---- 9.8 0.57 16.0 150 15 1.101 15.0 ---- 11.0 ---- ---- 0.01 .0.43 13.5 ---- 0.02 0.43 15.0 15 15 2.50 B. ----" 11.0 ---- ---- 0.0 0.00 13.5 ---- 0.0 0.00 15.0 150 16 1.101 5.0 ---- 11.0 ---- ---- 0.00 0.00 13.5 ---- 0.00 0.00 15.0 16 15 58..50 2B5R ---- 11.'0 --=- ---- 5,.2 0.42 13.5 ---- 9.8 1.33 15.0 150 17 1.101 15.0 ---- 11.0 ---- ---- 0.01 0.00 13.1 ---- 0.02 0.00 13.6 DATE: 10/5/2011 Z:\5314 YATES•RESIDENCE\FIRE SPRINKLER\CALCS\D.rdf Page'3 !•37 17 1.30 B ---- 11.0--.-- ---- 0.0 0.00 13.1 ---- 0.0 0.00 13.6 150 18 1.101: 5.0 ---- 11.0'.-=-= ---- 0.00 0.00 13.1 ---- 0.00 0.00 13.6 18 17 13.20 2R ----, 11.0 ---- ----- 5.2 0.09 13.1 ---- 9:8 0.28 13.6 150 19 1.101 2.0 -=-- 11.0 ---- ---- 0.01 0.00 13.0 ---- 0.02 0.00 13.4 19 19 10.00 L ---- 11.0 ---- ---- 5.`2 0.10 13.0 ---- 9.8 0.31 13.4 150 20 1.101 7.0 ---- 21.0 ---- ---- 0.01 4.33 8:6 ---- 0.02 4.33 8.7 20 20 5.20 L ---- 21.0 ---- ---R- 5.2 0.07 8.6--- 9.8 0.22 8.7 150 21 1.101 7.0 ---- 21.0 ---- -=-- 0.01 0.00 8.5 ---- 0.02 0.00 8.5 21 21 4.10 2B ---- 21.0 ---- ---- 13.0. 0.95 8.5,---- 13.0 0'.95 8.5 150 22 0.874 6.0 ---- 21.0 ---- ---- 0.09 0.00. 7.6`---- 0.09 0.00 7.6 22 21 2.30 R ---- 21.0 ---- ---- -7.8 0.04 .8.5 ---- -3.2 0.01 8.5 150 23 1.101 1.0 ---- 21.0 ---- ---- -0.01 0.'00 8.5 ---- 0.00 0.00 8.5 23 23 2.00 B ---- 21.0----- -=-- 0.0 0.00+ 8.5 ---- 0.0 0.00 8.5 150 24 0.874 3.0 ---- 21.0 ---- ---- 0.00 0.00 8.5 ---- 0.00 0.00 8.5 24 23 10.80 LR ---- 21.0 ----,---- -7.8 0.22 8.5 ---- -3.2 0.04 8.5 150 25 1.101 8.0 ----. 21.0 ---- --=- -0.01 0.00 8.8 ---- 0.00 0.00 8:6 225 5 1.00 B ---- 21.0 ---- ----. 0.0 0.00 8.8 ----, 13.6 0.41 8.6 150 26 0.874 3.0 ---- 21.0 ---- ---- 0.00 0.00_•8,8 ---- 0.10 0.00 8.1 26 25 7.60. R -----.21.0 --=-'---- -7.8 0.10 8.8----- -16.9 0.43 8.6 150 27 1.101 1.0 ---- 21.0 ----'---- -0.01 0.00 :8.9,---- -0.05 0.00 9.0 27 27 10.00 L ---- 21.0 ---- -- -. -7.8 0.20 8.9 ---- -16.9 0.84 9.0 15028 1.101 7.0 ---- 11.0 ----.---- -0.01 4.33 131.4 ---- -0.05 4.33 14.2 ' 32 28 12.80 4LR ---- 11.0 ---- ---- .-7.8 0.50 13.4 ---- -16.9 2.07 14.2 150 29 1.101 29.0 ---- 13.0 --------- -0.01 0.87 13.0 ---- -0.05 0.87 15.4 33 29 28.10 2LB6R ---- 13.0 -=-- ---- 0.7 0.01 13.0 --=- 0.6 0.01 15.4 150 12 1.101 25.0 ---- 11.0 ------- 0.00 0.87 13.9 ---- 0.00 0.87 16.2 34 29 16.20 LB - -- 13.0 ---- ---- -8.5 0.40.13!0-=7-- -17.5 1.49 15.4 150 30 1.101 12.0 ---- 11..0 ---- -=-- -0.01 0,.87 14.3 -'--'-0.05 0.87 17.7 35 30 34.50 3L2B2R ---- 11.0 ---- ---- -8.5 0.95 14.3 ---- -17.5 3..58 17.7 150 9 1.101 33.0 ---- 10.0 ---- ---- -0.01 0.43 15.7 ---- -0.05 0.43 21.7 36 22 10.00 L ---- 21.0 -- --.---- 13.0 1.60 7.6 -----13.0 1.60 7.6 150 31 0.874 7.0 ---- 11.0 --.- ---- 0.09 4.33 10.3'---- 0.09 4.33 10.3 37 31 14.80 LBR ---- 11.0 ----- ---- 13.0 2.44.10.3 ---- 13.0 2.43 10.3 150 32 0.874 11.0 ---- 11.0 4.64 13.0 0.09 0.00 7.9 13.0 0.09 0.00 7.8 38 26 10.00 B ---- 21A --=- ---- 0.0 '0.00 8.8 ---- 13.6 1.34 8.1 150 33 0.874 3.0 ---- 11..0 ---- ---- 0.00 .4.33 13:.1 ---- 0.10 4.33 11.1 39 33 11.10 L2B ---- 11.0 =--- ---- 0.0 0.00 13.1 ---- 13.6 2.49 11.1 150 34 0.874 13.0 ---- 11.0 4.64 ---- 0.00 0.00 13.1 13.6 0.10 0.00 8.6 i DATE: 10%5/2011 Z:\5314 YATES RESIDENCE\FIRE SPRINKLER\CALCS\D.'rdf Page 4 6 'y} 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 7.41 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 13.05 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 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 Ang.Vly Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 14.00 0.00 0.00 1.959 2.00 6.00 12.00 4.00 4.00 _13.00 1.00 2.8.0.0 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer prograin (License No. 38061304 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.19'gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 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 i DATE: 10/5/2011 Z:\5314 YATES'RESIDENCE\FIRE SPRINKLER\CALLS\D.rdf Page 5 ` WATER SUPPLY CURVE j 75.0 C A 67.5 F . P 60.0 R L E = 52.5 S C`D E 45.0 U ; R 37.5 E OB 30.0 P r . 22.5 S Y . 15.0 7.5 0.0 . 04 8 12 16 • 20 24 - 28 ' 32 , . _ 36 40 FLOW (GPM) M t Static 70.2 psi, Residual ='20.0 a psi @`1500 gpm (1 sprinkler flowing)' (2._s.prinklers'flowing) A = Available Water Supply.` C = Available Water Supply 70.2 psi .@ 18.0 gpm* '" 70.2 psi-@ 31.6 gpm B = Required Water Supply, D.= Required Water Supply 32.0 psi @ 18.0 gpm 49 • 6 psis" @ 31.6 gpm F s � . .. i � y � .� .� � may; _ �; .. .. a ,. i � � � . � � � �. ♦ 'M � � � i _.. .. . � i � October 31, 2008 Sprinkler 147u r -� — FREEDOM® RESIDENTIAL . CONCEALED PENDENT TECHNICSPRINKLER 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 Y 1. DESCRIPTION Viking Freedom® Residential Concealed Pendent Sprinkler VK457 is a small high- sensitivity solder link and lever, residential sprinkler designed for installation on con-X,t, cealed 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 �u i available water supplies for the hydraulically designed fire -protection system. The fast response operating element and special deflector combine speed of operationv and areas of coverage to meet residential sprinkler standards. The sprinkler is pre -assembled with a threaded adapter for installation with a low- .profile ow profile small -diameter cover assembly installed flush to.the ceiling. The two-pieceti 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'/" (12.7 mm) of vertical adjustment. , The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing'the sprinkler... 2. LISTINGS AND APPROVALS �. • i.• ' 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 Specifications: Viking Technical Data may be found on Available since 2008. , The Viking Corporation's Web site at Minimum Operating Pressure: Refer to the Approval Chart: ` • hftp:/Iwww.vikinggroupinc.com. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically , Web site may include a more recent Ile - The 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,pressu1re7iFnmasured in kPa, divide the metric K -factor shown by 10.0. . 'Overall Length (Sprinkler Body): 2-3/16" (56 mm) • s �� , Material Standards: `4 20�� pal Cs Sprinkler Body: Brass UNS-C84400 ; pal .Q Deflector: Copper UNS-C51000 ' t. CITY OF LA QUINTA 'Deflector Pins: Stainless Steel UNS-S30200t • ^ Button: Brass UNS-C36000 BUILDING & SAFELY DEPT. Seat Assembly: Brass UNS-C31600 �' �� '��+-� ' ~ t APPROVED-. Compression Screw: Brass UNS-C36000 Fusible Element Assembly: Beryllium Nickel, coated with black acrylic _paint FOR CONSTRUCTION '- Levers: Stainless Steel UNS-531600 ,Lever Bar: Copper Alloy UNS-C72500' 'pq M 1 tt 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 ': 54L Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 Spring: Beryllium Nickel - Solder: Eutectic, t r Form No. F_072607 Replaces page 147u -z, issued September 5, 2008. (Added square cover 15394.) ." 4 - `. � ,r. � ,.L a..r„^�� fes.„�r �' � C S ,ti. �y .`• .y• �. rt F } 3� RLr k ri r} s 2 + V e ► t October 31,'20()8 • Sprinkler 147V FREEDOM® RESIDENTIAL CONCEALED PENDENT r '' Nr*-. SPRINKLER VK457 (K4.9) The Viking"Corporation, 210 Wndustrial Park Road; Hastings MI 49058 _ Telephone:'269-945-9501 Technical Services 877= October 31, 2008 - Sprinkler 147w FREEDOM® RESIDENTIAL TECHNIC. CONCEALED PENDENT SPRINKLER VK457 (K4.9) N G 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 t, yy , overall Length Sprinkler Base NPT Thread Size Nominal K -Factor - Maximum Water (Sprinkler Body) IWorking SIN Pressure Part Number' Inches mm � U.S. •� metric' ' Inches mm _ _ 14694A VK457 1/2 15 'd 70.6 ' . - 175 psi (12 bar) • 2-3/16 56 Listings and Approvals' Maximum Areas of Coverages Minimum Water Supply Requirements (Refer also to Design Criteria on page 147x.) cULus°' NYC NSP _ ' 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 7.0psi(49.2Umin@0.48 bar) -' AX1 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) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AX1 ! * -- '4X1 - 18 ft. x 18 ft. (5.5 m x 5.5 m) 17 gpm@ 12.0 psi (64.4 Umin @ 0.83 bar) AX1 .AXI 20 ft*x 20 ft. (6.1 m x 6.1 m) 20 gpm @ 16.7 psi (75.7 Umin @ 1.15 bar) AX1 AX1' Installed below ceilings with slopes6,up to and including a 8/12 (33.7°) pitch. Refer to Figure 5 on page 147z. UL NYC NSF' { e 16 ft. x 16 ft. (4.9 m x 4.9 m) 26 gpm @ 28.2 psi (106.6 Umin @ 1.94 bar) A - AX1 18 ft. x 18 ft. (5.5 m x 5.5 m) 31 gpm @ 40.0 psi (117.3 Umin @ 2.76 bar) AX1m - 4X1 20 ft. x 20 ft. (6.1 m x 6.1 m) 31 gpm @ 40.0 psi (117.3 Umin @ 2.76 bar) AX1 - AX1 Cover Temperature Rating , Cover Plate Finishes Sprinkler Temperature Rating r 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. ' 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.• ? 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. " Listed by Underwriter's Laboratories for use in the U.S. and Canada: ' Supply Requirement" for the next larger area listed. Flows and pressures listed s For areas of coverage smaller than shown, use the "Minimum Water the sprinkler spacing indicated for the minimum Water Supply are per. sprinkler. The distance from sprinklers to walls shall not exceed one-half 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. 7 Certified by NSF (National Sanitation Foundation) to NSF/ANSI Standard 61, Drinking Water System Components. Tested and ' 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. Sprinkler 147x October 31, 2008 FREEDOM® RESIDENTIAL' CONCEALED PENDENT, IKJNG 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 cU us Listing Reauirements: ` 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 designedto 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 147w for NFPA 13D and NFPA.I3R applications for each listed area of coverage, or • 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, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities'Having Jurisdiction. 2-1/4' (57,2 mm) %' dlameter opening is, required In Sprinkler and the telling. ' --------- = Adapter Assembly ' (Protective Cap is removed for " '` 052031 installation --use ' • Wrench 13619*)K> ;. ••' ~'.,y" Sprinkler. Wrench r;' t -(Part No• _ • 13623W/B* �= N is shown) y Step it Carefully slide the wrench sideways around the deflector and ,pins _ x)KA 1/2' ratchet is required 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 October 31NJ , 2008 Sprinkler 147y -- I Kj` j_.__._ _- N4 FREEDOW RESID - ENTIAL . 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 1/2' (15 mm) NPT — 2-3/4' 2-174' 2-3/16' (70 mm) (57.2 mm) Maximum (55,6 mm) Minimum 2-3/4' (70 mm) or Note: Upon sprinkler activation, the deflector descends 3-5/16' (84.1 mm) to approximatety 13/16' (20.6 mm) 'below the sprinkler body. Figure 2: Sprinkler Dimensions and Cover Installation C US TO Q 'q� y NUUNG Identification of Custom Paint Colori All custom color painted cover plates will have an identifying label affixed to the, inside of the cover that indicates custom color and will have a representative sample (a paint dot) of the paint on the label Figure 3: Identification of Custom Paint Color for Concealed Covers DO NOT PAINT 3-5/16' •(84,1 min ►, Figure 4: Square Cover Assembly 15394 U _ •. - ' October 31, 2008 Sprinkler 147z FREEDOM® RESIDENTIAL .. CONCEALED PENDENT SPRINKLER VK457 (K4.9) w4j The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-0495 Email: techsvcs@vikingcorp.com See Note 1 below. . Notes: Maximum 1. Listed areas of coverage cor ceiling respond to areas measured slope = 8/12 I along ceiling slope,,(For sloped " (33.7°). I ceiling installations, actual I floor coverage in the horizontal ' I plane under sloped ceilings will (` be less than the listed area.) I 2. Actual installations may require Refer to the Approval -� I I I I multiple sprinklers. A single Chart for listed - sprinkler installation has been. areas of coverage. i I I � j shown for clarity. , 3. For 'cathedral" ceiling appli- Cations, install sprinklers in a symmetrical mirror-image of Figure 5. x Figure 5: Installation Instructions - Sloped Ceilings - : 1. • ' Form No. F 072607 Replaces page 147u -z, issued September 5, 2008. (Added square cover 15394.) Bulletin 006 Rev.D , ®4 " Model RFC43 (SIN-RAO612) ` --Model-RFC49 (SIN RA0616) -- - - Flat Concealed o Residential'Sprinklers CD o A Concealed Residential, s�IN Sprinkler -engineered fora ' . "4 . a �' 4 �; ' DEQ It minimum design density. ,y�, of 0.05 gpm/ftZ with low GPM "requirements. o xr �, Features s • 'e . 1. Very low water flow requirements. _ ;x 2.1/2" (13mm) Total adjustment: -xr�xtz 3. Thread-On/Thread-Off or 1 , Push -On/ I hread Off - ? ,' cover attachment option t` 4. Smooth aesthetic`ceiling profile. S. Available in•brass, chrome and black plated or painted finishes.' i Listings & Approval r. 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) 2. NYC MEA 258-93-E ` I UL Listing Categories Residential Automatic Sprinklers r ' " "- ', '• UL Guide Number VKKW .t+* Product Description RFC43 and RFC49 are UL Listed Residential Sprinklers Model RFC43 and RFC49 Concealed Residential Sprinklers' are fast response residential fusible solder link automatic - The fo be installed in the residential portions of any occupancy in sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time • and water , accordance with NFPA 13, 13R, & 13D. - . R'. The RFC43 and RFC49 can reduce the need for precise . distribution patterns. Model RFC43 and RFC49 sprinklers discharge water in a cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the hemispherical pattern below the sprinkler deflector. Residential distribution patterns are higher_ and generally ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. contain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high discharge A lication and'Installation -Application icatiand dF Ins for residential installations, use a The RFC43 e i pattern required for residential sprinklers has* demonstrated: in fire testing, an ability for.controlatio residential fires, and 1 fusible solder link tuning fork style sprinkler frame with a drop-down deflector. This assembly is recessed thereby providing significant evacuation time for occupants. The RFC43 and RFC49 Sprinklers provide the best form of into the ceiling and concealed by a flat cover plate. The cover g is attached to the skirt, using 135°F (57°C) ordinary - fire protection by combining an attractive appearance and 'W' (13mm) of cover adjustment for ease of installation. The, attached plate temperature classification solder. When the ceiling temperature rises, the solder holding the cover plate releases small diameter cover plate is easily and positively and blends into the ceiling, concealing the most deperidable the .cover allowing the deflector to drop into position and fire protection available, an automatic sprinkler system. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview,Park Drive,Elmsford, New York 10523 exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the deflector to drop'into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The residential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wetting. After a 2 5/8 inch diameter hole is cut in. the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of .the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care Temperature Rating Sprinkler Cover'Plate Max. Ambient Temp. 165°F/74°C 135°F/57°C 100°F/38°C i_.....ii i.; - 0Prd'% /SIN RA06121 should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY.- MODEL- RFC43 AND--RFC49 -CONCEAL-ED (- SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Cover assemblies provide up to y" (13mm) of adjustment. Turn the cover clockwise until the flange is in contact with the ceiling. For the push-on/thread-off option, the'cover assembly is pushed onto the cup and final adjustment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover removal requires turning in the counter -clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. Inspect all sprinklers after installation to ensure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Thread Size inch Size K Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall ft. (m) Minimum Minimum Required Sprinkler Discharge Distance between sprinklers, ft. (m) Flow ' gp psi (bar) 1/211(15mm) '/x" (15mm) 4.3 4.3 12 x 12 (3.6x3.6) 14 x 14 (4.3x4.3) , 6(1.83) 7(2.13) 8(2.43) 8(2.43) 12 (45) 13 (49) 7.8 (0.54) 9.1 (0.63) Y2" (15mm) '/2" 4.3 4.3 16 x 16 (4.9x4.9) 18 x 18 (5.5x5.5) 8(2.43) 9(2.74) 8 (2.43)- 8 (2.43) 13 (49) 18 (68) 9.1 (0.63) 17.5(l.21)8(2.43) (15mm) 1/2,,15mm 4.3 20 x 20 (6.0x6.0) 10 (3.05) 8 (2.43) 21 (79) 23.8 (1.64) Note: 1 bar = 100 Kpa An IMAncA C\ MbEdnduVn Thread Size inch d Size LJOL K Factor t Sprinkler Spacing ft. (m) . Maximum Distance to Wall ft. (m) Minimum Minimum Required Sprinkler Discharge Distance between sprinklers, ft. (m)FowPress. ' psi (bar) Y2" (15mm) ''/2"(15mm) 4.9 4.9 12 x 12 (3.6x3.6) 14 x 14 (4.3x4.3) 6(1.83) 7 (2.13) 8(2.43) 8 (2.43) 7.0(0.48) 7.0(0.48) '/2"(15mm) 4.9 4.9 16 x 16 (4.9x4.9) 18 x 18 (5.5x5.5) 8(2.43) 9(2.74) 8 (2.43) 8(2.43) 17 (64.3) 7.0 (0.48) 12.0 (0.83) Y2" (15mm) '/2" 15mm 4.9 20 x 20 (6.0x6.0) 10 (3.05) 8(2.43) 20 (75.7) 16.7(l.14) Note: 1 bar = 100 Kpa FOR SLOPED ,APPLICATIONS SEE RASCO BULLETIN 035. 2 Maintenance Model RFC43 and RFC49 Concealed Sprinklers should be inspected quarterly and the sprinkler system maintained -in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate assembly which has been painted (other than factory applied) 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 be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Model RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential concealed sprinklers with drop-down deflector and adjustable flat cover plate engineered for a minimum design density of 0.05 gprn/ff. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2' NPT thread. Thermal element shall consist of an approved black -painted beryllium -nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon -coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K -factor shall be nominal 4.3 (62.4), having a 7/16" orifice. Temperature rating shall be Ordinary 165°F (740C); cover plate temperature rating to be 135°F (570C). Cover plate assembly shall consist of a brass - cover plate and copper alloy -retainer flange -allowing -a 1h"- r cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed Inside the sprinkler cup to protect the drop-down sprinkler deflector from damage, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty—specify]. Residential concealed sprinklers shall be Reliable Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). Ordering Information Specify: 1. Sprinkler Model 2. Cover Plate Finish 3. Thread -On or Push -On Feature I" x 1/2" REDUCING TEE OR ELBOW 2J" [66.7mm] DIA. 24" [58.7mm] DIA — HOLE IN CEILING CUP 2" [501m] MAX. FACE OF FITTING TO FACE OF CEILING ... . DIMENSION. ------------ CEILING """' i" [12.7mm] MAX. COVER ADJUSTMENT" DIA 3/16" COVER PLATE [84.1 mmJ [4.8mm] ASSEMBLY SPRINKLER COVER PLATE: 112" [ 12 7mml ADJUSTMENT 3. Cover Plate Finishes "' Standard Finishes Chrome White Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome p1 Other colors and finishes available. Consult factory for details. Note: Paint or any other coatings applied over the factory finish will void all approvals and warranties. Reflable...ForComplete Protedion____ Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that .guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms _ • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves * Check valves • Supertrol electrical system • Sprinkler emergency cabinets • Sprinkler wrenches , - • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals "Air maintenance devices • .Air compressors • Pressure gauges • Identification signs • Fire -department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protecociation. 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:Recycled The Reliable Automatic Sprinkler Co., Inc. - Paper (800) 431-1588 Sales Offices _ Reliable(800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices Revision lines indicate updated or new data www.reliablesprinkler.com Internet Address E.G. Printed in USA. 12106 PIN 9999970261 ~ _ Bulletin 035 Rev. I W - c bi ®.. Residential -.Sprinkler_ y p For Sloped Ceilings Guidelines for Listed Residential Sprinkler installations below Sloped Ceilings - The installation guidelines cover Residential Sprinkler Models: F1 Res 49 Pendent F1 Res 49 Recessed Pendent/F2 F1 Res 58 Pendent F1 Res 58 Recessed Pendent/172, - F1 Res 44 HSW F1 Res 44 Recessed HSW/F2 F1 Res 49 CCP F1 Res 58 CCP RFC 43 Flat Concealed RFC 49 Flat Concealed F1 Res 49 & 58 Pendent Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and r UL Certified for Canada (cULus) .` 2. NYC MEA 258-93-E r UL Listing Category F1 Res 44 _' F1 Res 44 Residential Automatic Sprinkler ' HSW' ! Recessed HSW/F2 UL Guide Number VKKW :. Patents ` US Patent No. 6,516,893 applies to Model F1 Res 49 &, ' 58 Pendent Sprinklers US Patent No. 7,353,882: applies to Model, F1 °Res '44 HSW Sprinklers , Other Patents Pending f F1 R S rinklers F1 Res 49 & 58, Recessed Pendent / F2 Product Descnpfion for es p Model F1 Res Pendent sprinklers are fast response sprin- F1 Res 49 & 58 CCP' HK; 48 & KrU 4y klers combining excellent durability, high sensitivity glass- , bulb and low profile decorative design. The F1 Res Hori- zontal Sidewall sprinklers are equally attractive when above ' ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers, with a K Factor of 4.9 & 5.8 for pendent and 4.4 for horizontal sidewall, permit , the efficient use of residential water supplies for sprinkler fwr coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered , for fast thermal response to meet the sensitive fire protec- tion application needs of the latest residential market stan- RFC 43 & RFC 49 dards (UL' 1626 Standard "). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive glass -bulb to shat- ' Effective,date July 12, 2002 ' ter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire: -, The Reliable Automatic Sprinkler Co., Inc.,'103 Fairview Park Drive, Elmsford, New York 10523 • for RFC 43 & RFC 49 Technical Data (F1 Res -Sprinklers): _ :Product_Descri-ption Model RFC43 & RFC49 Concealed Residential Sprin- Thermal Sensor : Nominal 3mm glass -bulb" klers are fast response residential fusible solder link au- Sprinkler Frame : Brass Casting tomatic sprinklers. Residential sprinklers differ from stan- Sprinkler Pressure Rating .: 175 psi dard sprinklers primarily in their response time and water Factory Hydrostatically Tested to 500 psi • i distribution. patterns. Thread Size : '/2" NPT (W/2)Model RFC43 & RFC49 sprinklers discharge water in a K Factor : 4.9 (Actual) - F1 Res 49 Pendent Sprinkler hemispherical pattern below the sprinkler deflector. Re 4.4 (Actual) -.F1 Res 44 HSW Sprinkler n- dential distribution patterns are higher and generally con- 5.8 (Actual) - F1 Res 58 Pendent Sprinkler tain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high dis-. Density : Minimum .05 gpm/ft2 charge pattern required for residential sprinklers has dem-' onstrated, in fire testing, an ability for controlling residen- Technical Data (RFC 43 &RFC 49): tial fires, and thereby providing significant evacuation time . Thermal Sensor: 165°F Fusible Link for occupants. . Sprinkler Frame :' Brass Machined The RFC43 & RFC49 Sprinkler provides the best form • Sprinkler Pressure Rating : 175 psi of fire protection by combining an attractive appearance Factory Hydrostatically Tested to 500 psi and 1/2" (13mm) of cover adjustment for ease of installa- The diameter cover plate is easily and posi- Thread Size : '/2" NPT (RI/2 - tion. small tively attached and blends into the ceiling, concealing the ` • K Factor 4:3 (Actual) RFC43; most dependable fire protection available, an automatic 4.9 (Actual) RFC49 sprinkler system. Density : Minimum .05 gpm/ft2 The RFC43 & RFC49 are UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy Application in accordance with NFPA 13,13R, & 13D. Model F1 Res and RFC 43 & RFC 49 Sprinklers are used The RFC43 & RFC49 can reduce the need for precise for Residential Fire Protection according to UL 1626 Stan - cutting of drop nipples. The threaded cover plate assem- dard". Be sure that orifice size, temperature rating, deflec- bly can be adjusted without tools to fit accurately against for style, cover plate and sprinkler type are in accordance the ceiling. The fire protection system need not be shut with the latest published standards of The National Fire down to adjust or remove the cover plate assembly. Protection Association or -the approving Authority Having Jurisdiction. r• " Effective date July 12, 2002 2. 0 Y- 3. `� . � L�' �`• . �� .. ;. 2 & Fi�'Res.49,CCP6 Pendent; � �•� ` '� Model F1 Res 49' Pendent & F1' Res 49 Recessed Pendent/F2 , + Model F1 Res 58 Pendent &'F1 Res 58 Recessed Pendent/F2.&•FV�Res 58 CCP Pendent, 2' RFG43 & RFC.49,Perident'Flat Concealed Sprinklers installed below Sloped Ceilings. �._ __,;!}>+ . '•. y ..fir k 11•. .'f '�,� f( .0 ♦ } ''�i L� ��' �; y�. .!. F ,. �, E. .x � +''! � �� r F 5 ". r +� .- h ,� f �s. � � � , <Pa�"t.' ° r y^�•a�Ab�� y�'',�" ��.'R '� �� 1.f -a ,... "...� J �, .-,fwat� ". :. E ' -` a ,• 4 + . i . "`'� + c..'' M1 y 1�i�T, x i, � �r �.« � �''...� � ��'A�.a.�:�* +s�w� .e .. .a k l �' j4 'il€ k.R 011, k3d.N �'�x'3"A ,:til 2 l _s� 7 ,� t t av'yT A T}.. { 4 9L -. �.•• •. - . r, y§''i►,7. �y k b t "�s''"a. "' iV.^ruT +u "�` �. `5:�, 49 Q. 5 8 F1 Res 49 & 5 8 y.. it F1 Res 49, & 58 CCP R ; F1 es , Recessed Pendent/ f2 ! t _ ;Penderit a Pendent . t " a � � ssK 9 � h :� a ..k } _,� . F t . 1. S .4 b ry � C En •"• 1 YYf _ t 1 YYf _ >r RFC 43 " Note: F1 Res 49 CCP' Pendent RFC 43` -and' RFC'49 , t+" 3 �< �^ sprinklers are riot suitable for installation in ceilings:: �` , �,� d i '• ` fY At which have positive pressure in the,space.above It :.1'n. 1, d € } r 4i�k !'! Yr• y t L�2 L W L/2 C ELEY9IIQ�E • L B _ IJSTED • AREA OF COVER14GE CORRESPONDS TO CEILING SLOPE-_ L/2 • L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (8'-0" MINIMUM). L/2 = ONE HALF -THE MAXIMUM LISTED SPRINKLER SPACING (0'=4" MINIMUM). ` W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. ` A = 3'-0" . MAXIMUM. B = RANGE: 2/12,(9.4!) < B S 8/12 (33.T). C = 8'-0" MINIMUM. - o35Fl?O1 _ L `/2 L/2 l q B + ^ LWW AM OF COMWM cajamvws W amm L = THE MAXIMUM LISTED SPRINKLER SPACING,' LENGTH (8'-O' MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0'-4' MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0' MAXIMUM. B = RANGE: 2/12 (9.4') c B S 8/12 (33.T) C = 8'-0' MINIMUM. 035Ad02 _c a1 inn zo\ —;+—k Sprinkler spacing below multiple sloped ceilings with a maximum siopu vi -112 koo. f ) N L�1 6 r Model F1 Res 49 Pendent & F1 Res 49 Recessed Pendent/F2 installed below Sloped Ceiling. -I-C11111R10 Max. Max. Actual Sprinkler p Sprinkler Temp. Rating OF (°C) Sprinkler Sprinkler Spacing Max. S P Pa g Thread Pressure Ambient K Factor Length Escutcheon Identification Size (bar) Temp. (metric) (79°C) psi (bar) Number (SIN) metric psi OF(OC) (Lpm 12 x`12 3,6 x 3,6 13(49)_13 49 7.0 0,48 1 , /z' NPT (R/z) 175 (12) 100 (38) 4.9 (69,94) 2.25" (57mm) 12 1/2" Adjustment R3516 I aole I - r+,pNucauvll Max. Slope of 1/1z 33.7° Pitch Max. Slo of/1z 18.4° Pitch Min. Flow Per Sprinkler Head Pressure Sprinkler Temp. Rating OF (°C) Sprinkler Sprinkler Spacing Max. S P Pa g gpm (Lpm) psi (bar) 155 (68) & 175 (79) Along Slope (M) Width x ( Q Length ft (m) Pressure 155°F 175°F Min. Flow Per S rinkler Head gpm Pressure P Number (SIN) 155-F (68-C) 175°F(79°C) (66°C) (79°C) psi (bar) F C metric 22 1,52 20 75,7 (Lpm 12 x`12 3,6 x 3,6 13(49)_13 49 7.0 0,48 7.0 0,48 13 49 7.0 0,48 14 x 14 (4,3 x 4,3) 13 49 13 49 7.0(0,48) 7.0 (0,48) 13 49 7.0 0,48 16x 16 (4,9 x 4,9) 13 (49) 13 (49) 7.0 (0,48) 7.0 (0,48) 13 (49) 7.0(0,48) 18 x 18 (5,5 x 5,5) 17 64,3 18 68,2 12.0 0,83 13.5 0,93 18 68,3 13.5 0,93 20x 20 (6,1 x 6,1 20 75,7 21 79,5 16.7. 1,15 18.4(1,28) 20 75,7 16.7(11S) Model F1 Res 49 CCP Pendent installed below Sloped Ceiling. 16GIIIIIG211 vasa - _ Sprinkler CCP Assy. Temp. Max. Max. Ambient Actual K Sprinkler Sprinkler Identification 8.2 0,57 Thread Size Tem . Rating p g Rating Pressure Temp. Factor Length Number (SIN) 14 (53) °F (°C) °F °C psi (bar) F C metric 22 1,52 20 75,7 '/z" NPT R'/z 155 68 135 57 175 12 100 (38) 4.9 69,94 2.25" 57mm R3516 I HDIC G ' raNNna.auvn Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length. ft (m) Max. Slo a of 8/1z 33.7° Pitch Min. Flow Pressure Sprinkler Per gpm Lm �d Psi (bar) Max. Sl o of 4/12 18.4° Pitch Min. Flow Per S rinkler Head Pm m Pressure psi (bar) 12 x 12 3,6 x 3,6 14 53 8.2 0,57 13 49 7.0 0,48 14 x 14 4,3 x 4,3 , 14 53 8.2 0,57 ,13 49 7.0 0,48 16 x 16 (4,9 x 4,9) 14 (53) 8.2(0,57) 14 (53) 8.2 (0,56) 18x18 5,5x5,5 23 87 22 1,52 20 75,7 17(1,17 20x 20 6,1 x 6,1 23 87 22 1,52 21 75,7 17 1,17 Model F1 Res 58 Pendent & F1 Res 58 Recessed Pendent/F2 installed below Sloped Ceiling. I P.GI11uGC11 uaaa Max. Slope of Bhz 33.7° Pitch Max. Slope of ° 12 18.4° Pitch Min. Flow Thread Max' Max. Actual Sprinkler Escutcheon Sprinkler Identifica- psi (bar) Pressure Ambient Temp. K Factor (metric) Length tion Number (SIN) ) Size psi bar OF °C 21 (79.5) 23 (87) 13.1 (0,9) 15.7 (1,1) 20 (75,7) 12 (0,83) 14 x 14 (4,3 x 4,3) '/z" NPT(RYz) 175 (12) 100 (38) 5.8 (83,38) 2.25" (57mm) F2 1/z° Adjustment R3513 I au1G v - .,NNna.aalvl l Max. Slope of Bhz 33.7° Pitch Max. Slope of ° 12 18.4° Pitch Min. Flow Max. Sprinkler Spacing Min. Flow Per Sprinkler Head Pressure Per Sprinkler Pressure Along Slope gpm (Lpm) psi (bar) Head psi (bar) (W) Width x( L) Length ft (m) gpm (Lpm) 155°F 68°C 175°F 79°C 155°F 68°C 175°F 79°C 155°F 68°C 155°F 66°C 12 x 12 (3,6 x 3,6) 21 (79.5) 23 (87) 13.1 (0,9) 15.7 (1,1) 20 (75,7) 12 (0,83) 14 x 14 (4,3 x 4,3) 21 (79.5) 23 87 13.1 (0,9) 15.7(l.1) 20 75,7 12 0,83 16 x 16 4,9 x 4,9 21 79.5 23 87 13.1 (0,9) 15.7 1,1 20 75,7 12 0,83 18 x 18 (5,5 x 5,5) 23 (87) 15.7 (1,1) - 20 (75,7) 12 (0,83 20 x 20 (6,1 x 6,1) 23 87 15.7 i1,1 — 20 75,7 12 0,83 7. f Model F1 Res 58 CCP Pendent Installed below sloped Ceiling. Tor-hnical Data Max. Ambient CCP Assy. Sprinkler Sprinkler Temp. Temp Thread Size Rating Rating Number (SIN) OF (°C) OF °C '/z" NPTR'/z 155 68 135 (57 Max. Ambient Actual Sprinkler Sprinkler Identification Pressure Temp. K Factor (metric) Length Number (SIN) psi (bar) OF °C OF°C i bar °F °C 175 (12) 100 38 5.8 (83,38) 2.25" (57mm) R3513 fable 4 - Application Max. opp of °/,: 18.4° Pitch Max. Sprinkler Spacing Along Slope Min. Flow Per bprinkler Head Pressure (W) Width x ( L) Length ft (m) cipm (Lpmpgi bar 18 8 55 55 0 5.7 1 083 20 x 20 (6,1 x 6 1 20 75.7 12(0.83) Model RFC43 Pendent Flat Concealed Installea oeiow olupw %1�1 . W. Technical Data Sprinkler Thread Size Temp. Rating OF °C Y " NPT R'/ 165 74 Coverplate Max. Max. Actual Max Sprinkler. Temp. Rating Pressure Ambient Temp. K Factor :Adjustment Identification OF°C i bar °F °C metric Number SIN 135 57 175 02) 100 38 4.3(61.4) '/2" 13mm RA0612 z Table 5 - Application MITI. r; r_ "' Pressure Max. Sprinkler Spacing Along Slope Min. now Per Sprinkler Head Pressure Sprinkler Head (W) Width x ( L) Length ft (m) gpm (Lpm) psi (bar) Qpm (Lam) psi (bar) o to JJRJJ -' - 23.8 1 20 20 (6,1 a 1) 24 (91) 31(2,14) 21 (79) Gv n cv n ..� , � . Model RFC 49 Pendent Flat Concealed installed below Sloped Ceiling. Technical Data Sprinkler Thread Size Temp. Rating of oC 'A" NPTR''/z 165 74 Coverplate Max. Max. Actual Max Sprinkler Temp. Rating Pressure Ambient Temp. K Factor Adjustment Identification °F °C i bar OF °C(metric)Number SIN 135 57 - 175 1 100 38 4.9(69,94)-'/2" 13mm RA0616 z Table 6 - Application a ° Max. Slopeof 4/12(111.40) Pitch Max. Slone of /,z 33.7 Pitch Max. Sprinkler Spacing Along Slope Min. Flow Per 5prmK1er Head Pressure Min. Flow Per Sprinkler Head Pressure (W) Width x ( L) Length ft (m) cIpm L mpsi bar Qpm (Lpm) psi bar ,a rrn oa Installation Guidelines 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Jurisdiction regarding the number of design sprin- klers for sloped ceilings having a pitch greater than (9.4°).' 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.40) or 8/12 (33.70). 3. Spacing of residential sprinklers under sloped ceil- ings is measured along the slope when determining the distance off of walls and between sprinklers. 4. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 8. 5. 6. 7. 8. For coverage areas less than the listed coverage area shown in Tables 1 through 5, use the minimum flow requirement for the next largest listed coverage Y area. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4" (102 mm). Residential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (1m) vertically down from the peak. Align deflectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the sloped ceiling. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers, within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the .greatest hydraulic demand. C. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. For NFPA 13 systems, the design area shall be the area that includes the four (4) hydraulically most demanding sprinklers. The minimum re- quired discharge from each of the four hydrauli- cally demanding sprinklers shall be the greater of the following: (1) In accordance with the minimum flow rates indicated by the individual listings (that al- ready will provide a minimum density of 0.1 gpm/ft2); or (2) A calculated value based on delivering a min- imum of 0.1 gpm/ft2 over the design area. a. Because of the varied nature of residential construc- tion features, there will be some compartment designs which cannot be fully sprinklered in -accordance with NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/12 (33.7°). 10. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulner- able to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTEC- TORS. Model F1 Res 44 and F1 Res 44 HSW/F2 installed below Sloped Ceiling. 1-1 HeS 44 HSW r I nub +,+ Recessed HSW/F2 rionzornai omuwan oyl (with discharge directed across the slope) 91 (with discharge directed down the slope) W12 W W/2 s — _ LISTED AREA OF COVERAGE q BCORRESPONDS TO CDUNG SLOPE Lia , TOP OF DEFLECTOR MUST BE LOWED 4' TO 12' BELOW SLOPED CEILING. C THE TOP OF THE DEFLECTOR MUST BE` . PARALLEL WITH THE PL4NE OF THE CEILING f ELEVA DISCt"RGE IS AFROS THE SLOPE: /y B L = THE MAXIMUM LISTED SPRINKLER SPACING. LENGTH. W = THE MAXIMUM LISTED .SPRINKLER SPACING, WIDTH. W/2 = ONE—HALF THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (0'-4' MINIMUM). , A = 3'-0' MAXIMUM. B = RANGE: 2/12 (9.4') < B it 8/12 (33.7*). C = 8'-0' MINIMUM. TOP OF DEFLECTOR MUST BE LOFTED 4' TO 12' BELOW SLOPED LEXAr- TH£ TO° or THE OMECTOR MUST BE PARALLEL WRH THE PLANE OF THE COLING. OLSCWRGE IS 2= THE SLOPE; OJSFODJB , A/ r.r;n4lcr ennninn halnw slnnlP SIODed celllnas wltn a maximum SIULJC ul -/g \.111•I / M-- " W Z ry 2 W W 2 W W2 L. LA [ISTD A4a OF 610►ET w CaVMWVAW TD CMAW SLOPE TDP OF OEFLEC01P MUST BE LOCATED C 4' TD Q' BELOW SLOPED aELWR 1W FIEVA TOP DE 7TE DEFIECOYP A FAT BE AWNUEL WTHSOAWMRC£s TW PLANE 'L L = THE MAXIMUM LISTED SPRINKLER I2 SPACING, LENGTH. , W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (0'-4' MINIMUM). W/2 = ONE—HALF THE MAXIMUM LISTED SPRINKLER B ' SPACING, WIDTH (0'-4' MINIMUM). _ L A =,3'—D" MAXIMUM. Nd L B = RANGE: 2/12 (9.4') c B is 8/12 (33.7*). f C = 8'-0' MINIMUM. , ` s 035FWO HSW Sprinkler spacing below multiple sloped ceilings with a maximum slope of a/12 (33.70) pitch. 10. Model F1 RES 44 HSW '& FI RES 44 HSW Recessed HSW/F2 installed below Sloped Ceiling. Technical Data Table 7 -Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) . 12 x 12 (3,6 x 3,6 14 x 14 4,3 x 4,3 16x16(4,9x4.9 16 x 18 4,9 x 5,5 16x20 4,9x6,1 Max Sprinkler Temp. Thread Size Rating Ambient Temp. , °F °C '/2" NPT (R'/2) 155 (68) 175 79 Table 7 -Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) . 12 x 12 (3,6 x 3,6 14 x 14 4,3 x 4,3 16x16(4,9x4.9 16 x 18 4,9 x 5,5 16x20 4,9x6,1 Max Max, Actual Pressure - Ambient Temp. , K Factor psi bar IF °C metric 20(75,6 20.7 1,43' 23 (68,1) 175 (1P) 100 (38) 4.4 (62,8) Max. Slop Discharge Directed Across the Slope 4" to 6" Deflector to Ceiling Min. Flow gpm (Lpm) Pressure psi (bar) 16 (60,5) 13.3 0,92 16 (60,5) 13.3 0,92 16 (60,5) 13.3 (0,92) 1 16.8(l 1) 27.4 Ll Sprinkler Escutcheon Lenght 2.45' F2 Sprinkler _ Identification Number SIN R3531 of 4/+2 18.4° Pitch Discharge Directed Across the Slope 6" to 12" Deflector to Ceiling Min. Flow gpm (Lpm) Pressure si bar 17 64,3 15 1,04 17 (64,3) 15.(1,04L 17 (64,3) 15 (1,04 20(75,6 20.7 1,43' 23 (68,1) 27,4 (1,89; I Oulu o - (1) Max. SJOM of e/12 33.7 � c Discharge Directed Discharge Directed � (Zx3Discharg a Directed Down the Slope Down the Slope Across the Slope Max. Sprinkler Spacing Along Slope 1 4" to 6" 6" to 12" 4" to 12" (W) Width x ( L) Length ft (m) Deflector to Ceiling Deflector to Ceilin Deflector to Ceiling (') Min. Flow Pressure (') Min. Flow Pressure ") Min. Flow Pressure •gpm (Lpm) si bar gpm (Lpm) psi bar gpm L m si bar 12 T2 36 x 36 12(45.4) 7.5(0.52) 14(53.0) 10.2(0.71) 16(60.6) 13.3(0.92) x 14 1443 3 14530 10.2(0.71)6606 13.309 6606 3.309 16x 6 9x 9 16(60.6) 13.3(0 17 644 15 10 16 606 13.3 09 16x 18 49x55 18 681 16.8 1 6 .20 756 0.7(l.43)- 16 x 20 (4.9 x 6,1) 23(72.0) 1 27.4.0.89) 1 89 1 23 87 1 27.4 (1,891— (') Minimum flow per sprinkler gpm (Lpm). (2) Minimum 3 head design in a compartment. (3) 1550F..only. Installation Guidelines 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Ju- risdiction regarding the number of design sprinklers for sloped ceilings having pitch greater than (9.4°). 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of. unob- structed construction consisting of flat, smooth ceil- ings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.4°) or 8/12 (33.7°). 3. Where listed, install horizontal sidewall sprinklers along the wall below the sloped ceiling when dis- charge is directed across the slope, and install at the peak,below the sloped ceiling when discharge is directed down the slope. Always: align the sprinkler deflector parallel with the direction of the sloped ceil- ing. 4. Residential HSW sprinklers located closed to the peak of the ceiling shall have. the deflectors locat- ed not more than 3 ft. (1m) vertically down from the peak, 5. Spacing of residential HSW sprinklers under sloped ceilings is measured along the slope when determin- ing the distance off of walls and between sprinklers. 6. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 7. For coverage areas.less than the listed coverage area shown in Tables 1 through 6, use the minimum flow requirement for next largest listed coverage area. 8. Minimum spacing between horizontal sidewall sprin- klers is 8 ft. (2.4 m). Minimum distance from a hori- zontal sidewall sprinkler and an adjacent wall is 4" (102 mm). 9. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. b. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. c. For NFPA 13 systems, the design area shall be NFPA 13, 13D, or 13R. In these instances, consult the area that includes the four (4) hydraulically the Authority Having Jurisdiction (AHJ) for guidance - - most demanding sprinklers. -The minimum- re- - and approval.- This -includes sloped -ceilings -having - - - quired discharge from each of.the four hydrauli- a pitch greater than 8/12 (33.70). cally demanding sprinklers shall be the greater 11. Glass bulb sprinklers have orange bulb protectors of the following: to minimize bulb damage during shipping, handling (1) In accordance with the minimum flow rates and installation. REMOVE THIS PROTECTION AT indicated by the individual listings (that al- THE TIME THE SPRINKLER SYSTEM IS PLACE IN ready will provide a minimum density of 0.1 SERVICE FOR FIRE PROTECTION. Removal of the gpm/ft2); or protectors before this time may leave the bulb vulner- .(2) A calculated value based on delivering a min- able to damage. RASCO wrenches are designed to imum of 0.1 gpm/ft2 over the design area. install sprinklers when covers are in place. REMOVE. 10. Because of the varied nature of residential construe- PROTECTORS BY UNDOING THE CLASP BY HAND. tion features, there will be some compartment designs DO NOT USE TOOLS TO REMOVE THE PROTEC- which cannot be fully sprinklered in accordance with TORS. Model F1 res 49 Pendent, F1 Recessed Pendent/F2, F1 Res 49 Concealed (CCP), RFC 49 and RFC 43 installed below sloped ceiling with a maximun slope of 8/12 (33.7°) pitch. T ble 9 - A lication a pp Model K - Factor (metric) Max. Spacing Ft x Ft m x m Min. Flow/Pressure m 0113m /psi(bar).OF Sprinkler Temperature Rating °C Coverplate Temperature Rated°F °C F1 Res 49Pendent 4.9 (69,94) 10 x 10 (3 x 3) 13(49) / 7.0(0,48) 155 (68) F1 Res 49 4.9 (69,94) 10 x 10 (3 x 3) 13(49) / 7.0(0,48) 155 (68) Reccesed Pendent/F2 F1 Res 49CCP Pendent 4.9 (69,94) 10 x 10 (3 x 3) 13(49) / 7.0(0 48) 155 (68) 135 (57) RFC49Pendent 4.9 (69,94 10 x 10 (3 x 3 14(53 / 8.2(0,57 165 (74)135 (57 RFC43Pendent 4.3 (61,4) 10 x 10 (3 x 3) 18(68) /17.5(l.21) 165 74 135 (57 L 4--B L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (8'-0' MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0'-4' MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0' MAXIMUM - 8 = RANGE: 2/12 (9.4') < B S 8/12 (33.7). C = 8'-0' MINIMUM. a1..VW7 MULTI -SPRINKLER ARRAINGEMENT FOR SLOPED CEILINGS WITH A MAXIMUM SLOPE OF 8/12 (33.7) PITCH. rig. i 12. � C fL._. .. io LISTED AREA., OF COVERAGE CORRESPONDS TO CEILING SL( L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (10'-0" MAXIMUM) (8'-0" MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (5'-0" MAXIMUM) (4'-0"MINIMUM) W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (10'-0"). ' A = 3'-0" MAXIMUM. B = RANGE: 2/.12 (9.4") < B -< 8/12 (33.7'). , C = 8'-0" MINIMUM. .. A. L=8+C� D- 8' 0 : MINIMUM A = 3' - 0", MAXIMUM ,., 035FG08 The equipment presented in this bulletin is to tie -installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of. governmental codes or ordinances whenever applicable.. Productsmanufactured and distributed by Reliable have been protecting life and property for over 90 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® Recycled - O The Reliable Automatic Sprinkler Co., Inc. Paper Relle(800) 431-1588• Sales Offices ; labi (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ec. Printed in U.s.A 03/11 P/N 9999970245 • Installation Guidelines per UL1626A 1. For systems designed in accordance with NFPA 13, • 8. Hydraulic Requirements:. - -a.- -For--UL-1626A, -the number of- design, sprinklers -- -- - 13D and 13R, where specific UL Listed flows are not the local Authority Having Ju- shall include up to a maximum of two sprinklers required, consult with risdiction regarding the number of design sprinklers that requires the greatest hydraulic demand. 9. Glass bulb sprinklers have orange bulb protectors for sloped ceilings having pitch greater than (9.40). Installation of UL Listed residential sprinklers under to minimize bulb damage during shipping, handling 2. sloped ceilings shall be limited to a type of unob- and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS, PLACE'IN structed construction consisting of smooth, ceilings, as defined by NFPA 13, having a maximum pitch of SERVICE FOR FIRE PROTECTION. Removal of the 8/12 (33.7°) protectors before this time may leave the bulb vulner- 3. Spacing of residential sprinklers under sloped ceil- able to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE ings is measured along the slope when determining the distance off of walls and between sprinklers. PROTECTORS BY UNDOING THE CLASP BY HAND. 4. Measure listed areas of coverage along the sloped DO NOT .USE TOOLS TO REMOVE THE PROTEC- ceiling.. The actual floor coverage area will be less TORS. 10. A maximum distance from the floor to the ceiling 5. than the listed area. For coverage areas less than the listed coverage. area shown in Tables 8, use the minimum flow re- peak of 24 ft. 11. A maximum of two sprinklers installed within 3 ft. ver- 6. quirement listed. Minimum spacing between pendent type sprinklers tically of the peak. 12. Installation is for smooth, flat ceilings only that do not is 8 -ft. (2.4 m). Minimum distance from a pendent extend into or serve as a ceiling for an upper .level type sprinkler and an adjacent wall is 4" (102 mm). floor in the structure. 7. Reidential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (1 m) vertically down from the peak. _ Aligndeflectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the slope ceiling. A The equipment presented in this bulletin is to tie -installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of. governmental codes or ordinances whenever applicable.. Productsmanufactured and distributed by Reliable have been protecting life and property for over 90 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® Recycled - O The Reliable Automatic Sprinkler Co., Inc. Paper Relle(800) 431-1588• Sales Offices ; labi (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ec. Printed in U.s.A 03/11 P/N 9999970245 December 20, 2010 IVIKING Sprinkler 41 a 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 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 Polyster coat- ings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM A roved: Classes 2001 2002, 2015, and 2017 PP NYC Approved: Calendar Number 219 -76 -SA and MEA 89-92,-E, Volume 16 ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificates G4040095, G4040097, 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 41 d for cULus Listing requirements and refer to Approval Chart 2 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:l/www.vikinggroupinc.com. (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- The Web site may include a more recent sure (HP) sprinklers can be identified by locating "250" stamped on edition of this Technical Data Page. the deflector. All other Part Nos. not mentioned above are rated to a 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 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 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-026000 for Sprinkler 06720B. Brass UNS-C26000 for all other Sprinklers. . Bushing (for Sprinklers 067188, 06720B, and 12290): Brass UNS-036000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Replaces page 41 a -f, dated November 16, 2010. Form No. F_081296 (Added FM Approval for sprinkler 067656.) December 20, 2010 Sprinkler 41 b 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 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 Polvester 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). 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 12144W/B. 'A W ratchet is required (not available from Viking). "Allows use from the floor by attaching alength of V 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 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 d M m' tenance requirements Refer to NFPA 25 for Inspection, Testing an a 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 10896 m Figure 1: Standard Sprinkler Wrench 10896W/B -,; • k , 3 ., , • , December 20, 2010 Sprinkler 41 c - ' 'MICROFAST® AND - > MicrofastHP® QUICK s. ' 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 r M135 °F 57 °C 100 °F' (38 °C) Orange Ordinary 7A, ( )Ordina 155 °F (68 °C) 100 °F (38 °C) Red ryIntermediate ` 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® ; ,1 Corrosion -Resistant Coatings': White Polyester, Black Polyester; and Black Teflon® Footnotes The sprinkler temperature iating is stamped on the deflector. z 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. ' 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 wrencn 12144W/1B)1 Installing coated ss eol ,t r and/or . rete pendent sprinklers N Carefully slide the with protective 'caps. �__________ ; wrench sideways L__ - ,-- • r�______�i around the protective cap, ensuring engage— ' Ment ,with the sprinkler wrench flats. xNEA• 1/2" ratchet is required r (not available froth° Vlking), • ,�, Figure 2: Wrench 12144W/B for Coated and/or Recessed Pendent Sprinklers r s r . r ,. � - . , . t. .. , � } • � z ,Y r+ , . • � � December 20, 2010 '. Sprinkler 41d - MICROFAST® AND I KJ laMicrofastHP® 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 Nominal Overall Listings and Approvals' Sprinkler Thread SizeRefer also to Design Criteria on page 41e.) `'SIN K -Factor Length '. ( g Base Part No' NPT BSP U.S. metric' Inches mm cULus' NYCB VdS LPCB C E Standard Orifice 066626 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, 61Y -A1X 61Y . A3 A3X1 133Y C3X, EW" C3X, E3Y" Large Orifice 1 VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 AIX, B1Y -AIX, B1Y A3 A3X - C3" — 06666B VK352 1/2" 15 mm .8.0 - 115.2 2-3/8" 60 AIX, B1Y AIX, B1Y A3 — — — 067656 • Small Orifices 0671868 VK329 1/2" 15 mm 2.8 -40.3 2-3/16" 56 AIX, B1Y `AIX, B1Y� - — - — 06720B8 VK331 1/2" 15 mm 4.2 57 s 2-1/4" 58 AIX, B1Y , AIX, B1Y — — — — 06932B VK331 — 10 mm 4.2 57• 2-3/8" 60 — - _ A.3 _ G212 — + Maximum 250 PSI (17 bar) WWP ' Standard Orifice Nominal Overall -Listings and Approvals' Sprinkler. Thread Sizeefer K -Factor . Length a also to Design n Criteria on page 41e.) ( g Base Part No' SIN metric' Inches mmcULus° NYV VdS LPCB• C E12282 �PTBSPU.S. 5.6 80.6 2-1/4" 58 AI 61Y AIX - — - — — VK317 Maximum 250 PSI (17 bar) WWP - Small O_ rifices 1229010 VK342 1/2" 15 mm 2.8 40:3 ., 2-3/16' ' 56 A1X, 61Y _ A1X Approved Temperature Ratings Approved Escutcheons °C), A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 Approved Finishes ' ' °F °C) PP X' - Standard' surface -mounted escutcheon or and 286 (141 B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F 1+ • grass, -Chrome-Enloy®, White the Viking Microfast® Model F-1 Adjustable ' (93 °C) _ Polyesters -1, Black ,Polyesters•', • Escutcheon C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F . , and Black Teflon®7+ Y - Standard surface -mounted escutcheon or (141 °C) � 2 - Brass and Chrome-Enloy® the Viking Microfast® Model F-1 Adjustable D - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F °C) 3 Brass, Chrome-Enloy®, White Escutcheon or recessed with the Viking (141 E - 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) ' ` Polyester', and Black Polyester'MicromatiC® Model E-1 or E-2 Recessed F - 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) _ s - . Escutcheon , G - 155 °F (68 °C) • , - Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. is in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. Z Metric K -factor measurement shown is when pressure measured ' the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. - This table shows ° Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. , York Board of St_andard_sand Appeals, Calendar Number219-76-SA. s I Accepted for use, City of New - s cULus Listed as corrosion resistant. .. ' Other colors are available on request with the same Listings and Approvals as the standard colors: ' allowed by the installation standards being applied, with hydraulically calculated s Listings and Approvals limited toLight Hazard Occupancies where wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically,calcYlated dry pipe systems where piping is corrosion resistant or internally galvanized. , •' s The sprinkler orifice is bushed. - 70gc New York Department of Buildings, MEA Number 89-92-E, Vol. 16.', epted for use, City of " C EN 12259-1, EC -certificate of conformity 0832 -CPD 2001 and 0832 -CPD -2003. Certified, Standard T 12 CE Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40130 and 0786 -CPD -40170. . 11 0 -MED Certified, Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008. Sprinkler 41e ' December 20, 2010 NIKJW*i 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 cU us; Listing Regui=11M s: 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. 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. 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. 1/2' (15 mm) —� NPT t4�816\ T 2-1/4' 1-5/8' (58 mm) (41 mm) Pendent Sprinkler 06662B WK302) Ceiling Opening Size: 2-5/16' (58,7 mm) minimum 2-1/2' (63.5 mm) maximum 1-3/4' (44.5 mm) --i— Installed with a standard 1/8' surface - mounted escutcheon. 2-1/8' (54 mm) 1 i 1-1/2' (38.1 mm) Minimum Installed with a Microfast Model F-1 Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 2-1/8' Ceiling Opening Size: 2-1/8' C54 mm) 2-5/16' (58.7 mm) minimum (54 mm) 2-1/2' (63.5 mm) max'mum. 1-1/8' (28.6 mm) 1-3/4' Minimum (44S mm) Maximum a2 Installed with a Micromatic Model E-1 Recessed Escutcheon 2, 1-1/8' (28.6 mm) (50.8 mm) Minimum Maximum �2 — t Installed with a thread on Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons A - _ December 20, 2010 w Sprinkler 41f MICROFAST® AND - - - MicrofastHP® QUICK W,*J ' RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 t 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' SINz Refer also to Design Criteria below.) NPT Base Part No.' BSP U.S. metric Inches mm ( g Standard Orifice 066626 VK302 1/2" ' 15 mm 5.6 80.6 A2X, 62Y ' Large'Orifice 066668 VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 - A1X, B1Y 067656 VK352 1/2" 15 mm 8.0 115.2 ' 2-3/8" 60 A1X, B1Y h Small Orifice' 0671866.7Temperature 1/2". 15 mm 2-3/16" 56- ;. A1X - Approved Escutcheons ApproveRatings Approved Finishes . X - Standard surface -mounted escutcheon or the Viking Microfast® Model F-1 Adjustable Escutcheon A - 135 OF (57 °C), 155 F (68 °C), 175 °F (79 °C), 1 - Brassand Chrome-Enloy® Y _ Standard surface -mounted escutcheon or the 200 OF (93 °C), and 286 OF (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 Micromati& Model E-1 f and 200 OF (93 °C) ° or E-2 Recessed Escutcheon • } Footnotes ' c ' Base part number is shown. For complete part number, refer to Viking's current price 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. ' 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 sprinklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). S s Other colors are available on request with the same Listings and Approvals as the standard colors. 6 The sprinkler orifice is bushed. gWn FM Aoaroval Reauirements: _ 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 ppt� 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 'su I 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. tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data page 131a -e for Intermediate Level In -Rack Sprinklers. IMPORTANT: Always refer to Bulletin Form No: F091699 - 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 NFP-, 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 067658.) 1 a(�w FlarneGuard TWCPVG Drain &;Check Valves For NFPA '13D Applications Only ' r n .w Y �(l ..�r� y t„� "� a � -k .. � e� t f� �a„ � = e : � � -R Rf,a >•# . Application. FlameGuardTIM CPVC Orange'brain Valves and Check Valves are for use'in:configuring CPVC;Fire Sprinkler System connection to` water supply (riser%drain assembly),.in NFPA 13D installations only. These valves r are NOTfor use"in any other locations within the fire sprinkler system: _ F. _ -CP VC Drain Valves ~�� _ •, r .� _ �`, . � :� .Disc •`:Price �.`' Part Number s " Size Code "Each L Socket x Socket • t 6r 6622-005CO 112 004 17.19 6622-007C0f. .; 314 J 0041 22.68 6622-01000 .1 004 28.36 y ' CPVGCh9dk Valves f F • , WHPrice Part Number` Size Code Each Socket,x Socket: S1520 LOCO 1 �, 004 '22.56 > 004 25.22 t . ; y:. S1520 -.12C0 1 114 Drain Valve 1 112 r 004 28.36 t + y # ' x �` 81520-15CO /'e �R - ..� l/ Spec al ;CPV i er;nforced Thread Inlet Check rVaIves � * a� Disc Price Past Number' Size Code Each SR Fi" t x Socket' S1'520=10FSRSCO 1 r 004 24.44 s - r S1520-12FSRSCO-:', 1-1/4. ' ' 004 28.22 - k ; S1 20-- 1 112. 004 33.47 �' '• r � ,.� , .General Installation lhformation ' Socket end' , .� `connection"s should be. installed" using ,Spears® F&5 Check Valve �`"� a `" _ " ,�; •,'One Step Cement forruse with Spears® CPVC Fire Sprinkler` Products.' Threaded -connections should be" ' r: N tmade�usirig Spear s® BLUE`',75T°^.ThreadSealant .-tested for compatibility` with CPVC materials. Swing Y y checkvalves;: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 F arrow pointing in the direction of the flow. Do not install v f `valve`upside down ` r - • i ► L ,� :.� .;X "F -;.a ,� r _rte _ i s �� ♦ .•i -. Special Reinforced ($R) Threaded Inlet Check Valve , t Y " NOT FOR USE,WITH{COMPRESSED AIR OR GAS k Page 1 : " ,• a • +.> a Spears® Mariafacturing Company Progressive Products'from Spears®Innovatlon;and Technology ' .�._ _. [ —.—rte— ---- •�` 4Y5�- !�� 1Y,^' S. '.'� t ' �. ;Wi `.r F� t + �s • 5r "fie v -s r'4 Socket x Socket Nominal FlameGuardTM CPVC Drain & Check Valves SRf�aS Part Number F Applications Only For NFPA 13D A A Specifications ; Drain Valve: 6622-005CO Nominal Size Range 1/2", 3/4", 1" 1/4 -Turn Ball Valve, Maintenance -free Sealed Unit Type 1-518 Material CPVC, Orange Seats PTFE/HDPE Seals EPDM Handle Polypropylene, Red End Connections �EE Socket x Socket 111— �1 r ►11 S1520-10FSRSCO Socket x Socket Nominal Dimension Reference inches, t 1/16 Part Number *Size A B C D I E. 6622-005CO .112 1-7116 1-114 3-1116 1-518 1-518 6622-007C0 314 1-13116 1112 3-9116 2 2 6622-01000 1 2-1116 1-314 1 4 2-5116 2-5116 Check Valve: Nominal Size Range - 1",1-114", 1-112" Type _ Swing Check, Maintenance -free Sealed Unit Material CPVC, Orange Seat EPDM End Connections Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread w Dimension Reference inc as, Socket x Socket. SR Thread x Socket Nominal B C D (GPM) Part Number Part Number Size A Socket SRThread S1520-10FSRSCO 1 1-11116 2-5116 2-15116 4-9116 2-5/8 33 S1520-1000 S1520-12CO 51520-12FSRSCO. 1-114 2-1/16 215116 3111186 5-5/8 3-318 89 515201500 51520-15FSRSCO 1-112 2-7116 3. NOT FOR USE WITH COMPRESSED AIR OR GAS page 2 Made in the U.S.A. Progressive Products from Spears® Innovation and Technology • SYSTEM SENSOR'' WFDTH Waterflow Detector The System Sensor WFDTH Retard T-rdp Waterflow Detector is designed for primary signaling in residential systems and fits within 2x4 stud wall construction. Features 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 Field replaceable retard mechanism and switch assembly -Twelve different flexible paddles • Durable, tamper resistant enclosure • Two conduit openings f Handy depth gauge Accommodates up to 12 AWG wire 100% synchronization fires alarm panel and local bell simultaneously Agency Listings MEA O LISTED approved 5739 C5169 77761653.114 167-93f A The WFDTH fits any tee that has a 1"NPT branch, including: l 1'/4", 1'/z", and 2" NPT threaded ferrous and brass tees; 1 1'/4", 11/2- and 2 - copper sweat tees; Central, Spears*, and Victaulic' brand 1 "CPVC tees; and 1'/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 ", 1'/4", 1'h", 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. WFDTH Specifications Model shall be a WFDTH as manufactured by System Sensor.T tap waterFlow detectors shall be installed on a tee that has a 1 "NPT branch including: 1-, 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 `h' 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 SPOT 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°C) Maximum Surge 18 FPS Enclosure Rating UL listed for indoor use Triggering Threshold 4-10 GPM s Cover Tamper Switch Canadian models only, factory installed Bandwidth (Flow Rate) Service Use Automatic Sprinkler: NFPA 13 Overall Dimensions, (I 1.4 x H3.x 9c x 6.7"1 One orTwo Family Dwelling: NFPA 13D Installed (11.4cm H x 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 C) Shipping Weight 2.6 lbs. (1.2 kg.) 10.0 A @ 125/250 VAC 25 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 WFDTIWFDTH WFDTIWFDTH ---B� B ---- — I B a To nonsilenceable tend resis-oftor line initiating zone resistor of listed FACP corn I COM COM I cox Typical FACP Connection B To power source local compatible cora bell Break wire as shown for supervision with bell of connection. DO NOT allow stripped wire leads to extend beyond Typical Local Bell Connection switch housing. DO NOT loop wires. WFDT,WFDTH switch assembly - Ordering Information Delay Adjustment Dial Delay adjustment dial NOTE: Retard time may exceed 90 seconds. Adjust and verify that time does not exceed 90 seconds. WFDTH WFDTHA WaterFlow Detector, Fits 1;1'/a lY2 -,2- ferrous and brass threaded tees; l; 11/4-,11/2-,2- copper sweat tees; l"CPVC tees; and 11h" 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 sradernark of the Spears Manufanudng Company. V6oaullc- is a registered trademark of the Viaaulic Company of Amedca. 02007 System Sensor. SYSTEM `�,/�� 3825 Ohio Avenue • St. Charles, IL 60174 Rnducsspedhcatonswbjmtochange Wthoutnotice.Vsilsystermemix.comra �EY Y SO � e cuomt producs n(onswuon, indudirg the tatest versiondthis data sheet. Phone: 800 SENSOR2 •Fax: 630 377 6495 A05-0g4t-007.4/07.es576 yin 0 0 0 -- o � 0 m� c y ` NOTE: Common and B connections will close when vane is deflected, i.e., when water is CONTACT R ATINGS 125/250 VAC 10 AMPS s�rce ewncx= p flowing. Dual switches permit 2q VDC 2.5 AMPS 1 o applications to be combined on a single detector. - WFDTIWFDTH WFDTIWFDTH ---B� B ---- — I B a To nonsilenceable tend resis-oftor line initiating zone resistor of listed FACP corn I COM COM I cox Typical FACP Connection B To power source local compatible cora bell Break wire as shown for supervision with bell of connection. DO NOT allow stripped wire leads to extend beyond Typical Local Bell Connection switch housing. DO NOT loop wires. WFDT,WFDTH switch assembly - Ordering Information Delay Adjustment Dial Delay adjustment dial NOTE: Retard time may exceed 90 seconds. Adjust and verify that time does not exceed 90 seconds. WFDTH WFDTHA WaterFlow Detector, Fits 1;1'/a lY2 -,2- ferrous and brass threaded tees; l; 11/4-,11/2-,2- copper sweat tees; l"CPVC tees; and 11h" 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 sradernark of the Spears Manufanudng Company. V6oaullc- is a registered trademark of the Viaaulic Company of Amedca. 02007 System Sensor. SYSTEM `�,/�� 3825 Ohio Avenue • St. Charles, IL 60174 Rnducsspedhcatonswbjmtochange Wthoutnotice.Vsilsystermemix.comra �EY Y SO � e cuomt producs n(onswuon, indudirg the tatest versiondthis data sheet. Phone: 800 SENSOR2 •Fax: 630 377 6495 A05-0g4t-007.4/07.es576 yin