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11-1101 (SFD)M1 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 11-00001101 Property Address: 53571 FREMONT WY APN: 767-710-007-94 -330762- Application description: DWELLING - SINGLE FAMILY Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 446099 Applicant: V� c&t!t 4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT DETACHED Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. Licenste7Class: B LicenseNo.: 915336 Date: lL Z�-/I Contractor: 6ISC. Ov>� &UJ4. J02$ of G, • 2� —S �7�u OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to'its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt 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).: 1 _) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and Who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct.the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)" Lender's Name: _ Lender's Address: LQPER\f IT Owner: MELDMAN FAMILY LP 53571 FREMONT WAY LA QUINTA, CA 92253 Contractor: DBCA INC P.O. BOX 1482 LA QUINTA, CA 9224 (760)393-5271 Lic. No.: 915336 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/28/11 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier TRAVELERS PROP Policy Number YEUB282D779711 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provision Date:��/-j(v Applicant: D)SCdt1�QJj jAjy(Lr7zYLS OF CA tet/ WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. 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 county to ante' gn the above-mentioned propert r in tion purposes. )be. teture /p (Applicant or Agent): Application Number . . . . . 11-00001101 LQPER\'IIT Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . DWELLG/LODGING/CONG <=10 Other struct*info . . . CODE EDITION 2010 CBC # BEDROOMS 4.00 ' FIRE SPRINKLERS YES GARAGE SQ FTG 835.00 PATIO SQ FTG 931.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 3810.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 1232.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . 1854.00 Plan Check Fee 1205.10 Issue Date . . . . Valuation . . . . 446099 Expiration Date 6/25/12 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 241.79 Plan Check Fee 60.45 Issue Date . . . . Valuation 0 Expiration Date 6/25/12 Qty Unit Charge Per Extension ' BASE FEE 15.00 5042.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 176.47 1766.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 35.32 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation. 0 Expiration Date 6/25/12 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . . . MECHANICAL LQPER\'IIT Application Number. . . . . . 11-00001101 Permit .. . . MECHANICAL Additional desc . Permit Fee 152.00 Plan Check Fee 38.00 Issue Date Valuation .. . 0 Expiration Date . .6/25/12 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 9.0000 EA MECH FURNACE <=100K. 36.00 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 9.0.0 6.5000 EA MECH VENT FAN 58.50 1.00 6.5000 --------------------------- EA MECH EXHAUST HOOD ------------------------------------------------- 6.50 Permit . . . PLUMBING Additional desc . Permit Fee . .. . . 237.75 Plan Check Fee 59.44 Issue Date . . . . Valuation . . . 0 Expiration Date 6/25/.12 Qty Unit Charge Per Extension BASE FEE 15.00 26.00 6.0000 EA PLB FIXTURE 156.00 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 13.00 .7500 EA PLB GAS PIPE >=5 9.75 1.00. 15.0000 EA PLB GAS METER 15.00 ----------------------------- ----------------------------------------------- Special Notes and Comments 5042 SF 2 -STORY SFD. R-3 OCCUPANCY TYPE V -B CONSTRUCTION W/ FIRE SPRKRS 2010. CODES .ENGINEER: REZA ASGHARPOUR C67613 **PERMIT DOES NOT INCLUDE.BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, BBQ -S and DRIVEWAY APPROACH.** ----------------------------------------------------------------------------- Other Fees ART IN PUBLIC PLACES -RES 615.25 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 1254.00 DIF PARK MAINT FAC - RES 22.00 DIF'PARKS/REC - RES 892.00 LQPER 11T Application Number 11-00001101 -----------------------------------------------------"----------------------- Other Fees . . . . . . . . . STRONG MOTION. (SMI) - RES 44.61 DIF -STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930..00 Fee summary Charged Paid Credited ---------- Due ----------------- .Permit Fee Total. ---------- 2500.54 -------------------- .00 .00 2500.54 Plan Check Total 1362.99 1000.00 .00 362.99 Other Fee Total 6527.37 1. .00 .00 6527.37 Grand Total 10390.90 1000.00 .00. 9390.90 i LQ11ERA71T . a CITY OF.LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Buildina & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: A / 2- / 26/ l Developer: blo Ccb�, 6 V/L,8 g,2s OF CA Tract No.: ��o�b Tract Name: ��% CLv6� Lot No.(s): Address(s):-�� 11�2� �0� l l.J'�% Phone Number: ( �54) 2/7— CM8 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW S• TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW s COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please.withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved. geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial &residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: It /2-0/ / Public Works Distribution: ( Green Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecldists - Forms & Applicabons\Forrns & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Agreement (<1 acre/lot or Infill Project) Project Information Project Contractor: Project Phase (check one) Construction Demolition Project Name: LJ2�/.8AJUQ G�S £/JCZ _ Project Tract/Lot Numbers: 33 O % 6 — 2-- Z-6 f ley ej Project Street Address: Total Acres in Active Constructio (<1 acre per Lot): Anticipated Start Date:// // Anticipated Completion Date:`�— PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: Title:C_ f 4- Company Name: ' Oe12 r o1 MailingAddress: Z City, State, ZIP Code: //C/ /R C 22.3 Prima Fax M O '� 24 Hour Emergency Phone#: 240 - 21 Z- Cell Phone #:C /LL e-2 L & LJ U/ Email Address: Z PM10 Certificate #: Cl V <5 — The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are. necessary; s• Shall authorize re tatives of City/County to enter the property for inspection and/or abatement purposes; S• Shall hold har ess the ity/County and its representatives from liability for any actions related to this dust control plan or an ity/County ni iated a ate ent jac v t' Sign to of operty Owner or Authorized Representative Date TAChecklists - Forms & Applications\Fonns & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9.25-09.doc City of La Quinta - PM10 Fugitive Dust Control Plan (<1 acre per Lot or Infill Project) This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). :• WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily. Water shall be applied from an adequate sized metered water source to dry soils to prevent: ■ Visible dust emissions >20% opacity ■ Visible dust emissions that travel >100 feet from the source (within site) ■ Visible dust emissions that cross any property line EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAQMD at (909) 396-2183). ❖ CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept on site.. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must be used within ten (10) days of ceasing activity. ❖ WEATHER MONITORING: Wind predictions shall be monitored. ❖ SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley Fugitive Dust Control Plan Handbook. for Construction Signage Guidelines. TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only. ❖ TRACK OUT: - Provide 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. ❖ DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit.. ❖ FENCING: Provide PM10 fencing at perimeter of.public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. s EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. ❖ EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. ❖ DUMP TRUCKS: Open top dump trucks shall be wet down, moist and covered with a tarp prior to leaving site. ❖ INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. ❖ RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). Property Owner shall notify the City and SCAQMD within 10 days of completion of project. TAChecklists - Forms & ApplicabonstFonns & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc 11 _ilol FreNLd /1 � Y 78-495PO. BOXLLE 1504TAMO APPLICATION ONLY Building .A fes,, C f CJ�� Address Cy ( r "l LA QUINTA, CALIFORNIA 92253 Owner _ BUILDING: TYPE CONST. e'" OCC. GRP. Mailing! & i 7 l!� — C —7 Address A.P. Number City Zip Tel., Legal Description Le, ► a�l bm 13225-3 �dI- q1,0 -743 ress State Lic. IGity I & Classif. Lic. # mfull C:nyl., Designer �vUfGl GVe�', " ,0,1 Cep Address Tel. psi=-dv s¢e. lo5' 76o-y6tt-8707 City Zip State 0, A Lic. # 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). ❑ 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 O Copy is filed with the city. 0 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. It, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Project Description 5,-,v ho- F�^ 11 \/ Pes )`CP— 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: Validated by: Validation: Date Permit YELLOW = APPLICANT PINK = FINANCE Sq. Ft. 1'— Size r No. No. Dw. C Stories Units New I' Add ❑ Alter ❑ Repair ❑ Demolition ❑ r Estimated Valuatio 7o -c r "O PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure j n -r• �t n 1 `'L if it►, i,AXE r, A TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Validated by: Validation: Date Permit YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVELONEAMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK#: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Madison Club Owner's Name: Discovery Land Co. Project Address: 53-571 Fremont Way, LaQuinta Project Description: 2 Story SFD Date: December 22, 2011 Phone No. 760-393-5286 APN: 767-710-007 Tract #: Lot #'s: Type of Development: Residential XX Commercial Total Square Feet of Building Area: 5,042 Industrial 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 1:9 -sip on behalf of the owner/developer. Dated: December 22, 2011 Signature: 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 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code 65995 5042 $2.97 $14974.74 Building Permit Application Completed: Yes/No Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement By: Jamie T. Brown, Asst. Supt., Business Services Certificate issued by: Laurie Howard, Secretary Signature: yw-4-A J �Q/1 NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a 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 the imposition of these Fees and (2) the amount of the fees. kTherefore, in accordance with section 66020 of the Government code and other applicable law, this Notice 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 performance 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, whether 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 hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. M V:c/mydocs/devfees ce11i licate of compliance 11/2010 11A6-1 frz�uCtruZ'��l En�Z�rt�e)elZ'�I�rt� 78080 Calle Amigo, Suite 102 Phone: (760) 771-9993 Palm Desert, CA 92260 Fax: (760) 771-9998 Cell: (760) 808-9146 STRUCTURAL OBSERVATION REPORT PARTIAL FRAMING March 22, 2012 City Of La Quinta Building And Safety Department ,5'72.1511 jE_n WA -f RE: Weidner Residence At Madison Club, Lot 94B, La Quinta, Ca. Gentlemen We have performed structural observation per 2010 C.B.C. section 1710 for the partial framing condition prior to drywall and stucco. (See attached plans shows the area has been observed and approved) We believe that the framing that were completed at the time of our visit, per approved plans. Also see attached approved documents by City Of La Quinta for using KC holdowns in lieu of Simpson HDU holdowns for this project. Please note that this letter does not include or waive the responsibility for the City or the Special Inspectors from determining compliance with the approved plans. Please contact me should you need additional information regarding this approval. Respectfully, Reza Asgharpour, P.E. �2 U; G' w W NO. C 67613 ;0 EXP. ZZ 3PJ OF I CA��F� Field Observation Letter for Weidner residence at l.a Quinta. CA. - (Final Fmmin-).xrps Bin {i 2�? _ City Of is Quinti . Budding 8tSafety 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: 53 S 7( t e -cry) o M Owner's Name: WA M Q SON W� A. P_ Number: ri 1 D- D Address:' C1I 1 I O r l chi+ey=press Legal Description: ; city. ST, zip: LA -5 VeC ct 5 N V SR Contractor: ( s CA Telephones Address: d 5 5 2 Project Description: City, ST, Zip:L l) N L Z25 1 Telephone: State Lic. # : q City Lic. #: �p y 8 O Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State L'►c. #:z� itw :: , 3 „.,;>:.<.;•h:M"° w:> ?„sr <.-; F r Construction Type: Occupancy: Project 13W (circle one): New Add'n ter Repair Demo Name of Contact Person: R (G'G • I I f Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: % ( Estimated Value of Project: ' APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plaa Sets Q� // Plan Check submitted `3 (A Item Amount Structural Calts. Reviewed, ready for correctionsPlan Cheek Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calm Plans picked up / Construction Flood plain plan Plans resubmitted '3a� Mechanical Grading plan Zed Review, ready for correctio srssue lectrical Subcontactor List Called Contact Person bing Grant'Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Rcview, ready for corrections/issue Developer Impact Fee Planning Approval. Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees "Ig o& OFL I. �i UILDING ENERGY ANALYSIS REPORT PROJECT: Weidner Residence The Madison Club Lot -9413 La Quinta, Ca 92253 Project Designer: South West Concepts 78-115 Calle Estado La Quinta, CA 92253 (760) 564-4707 Report Prepared by: Tim Scott Scott Design and Title 24, Inc, 77-085 Michigan Drive Palm Desert, Ca 92211 (760) 200-4780 Job Number: Date: 11/18/2011 tl M CITY OF LA QUINT, BUILDING & SAFETY DEP APPROVED FOR CONSTRUCTION DATE_ P I (l BY. NOV z4 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. EneravPro 5.1 by EneravSoR User Number. 6712 RunCode: 2011-11-18710:19:45 /D: 0 • TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 10 HVAC System Heating and. Cooling Loads Summary' 13 Room Load Summary 15 -Room Heating Peak Loads 17 Room Cooling Peak Loads 19 E , 7 EnergyPro 5.1 by EnergySofl Job Number: ID: User Number: 6712 0 • PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Weidner Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11111812011 Date Project Address The Madison Club Lot -948 La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,04 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -413 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 Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 3,810 Radiant Barrier New Wall Wood Framed R-21 5,202 New Door Opaque Door None 48 New Slab Unheated Slab -on -Grade None 3,810 Perim = 370' New FENESTRATION Orientation Area U- Exterior Factor SHGC Overhang Sidefins Shades Status Front (NE) 30.0 0.350 0.33 none none Bug Screen New Left (SE) 120.0 0.350 0.33 8.0 none Bug Screen New Left (SE) 32.2 0.350 0.33 none none Bug Screen New Left (SE) 64.0 0.350 0.33 10.0 none Bug Screen New Left (SE) 48.0 0.350 0.33 6.0 none Bug Screen New Rear (SW) 92.0 0.350 0.33 none none Bug Screen New Rear (SW) 64.0 0.350 0.33 4.0 none Bug Screen New Rear (SW) 240.0 0.350 0.33 10.0 none Bug Screen New Right (NW) 190.0 0.350 0.33 none none Bug Screen New Left (SE) 47.0 0.350 0.33 4.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Gas 50 0.62 All Pipes Ins New EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-11-18710:19:45 ID: Page 3 of 24 0 • • PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Weidner Residence Building Type ® Single Family ❑ Addition Alone I ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11111812011 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. The HVAC System HVAC must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a se arete thermostat. In addition the air flow re uirements and fan waft draw requirements in Residential Appendix RA -6 must be met. The Roof R-38 Roof Attic 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 Carrier 24ACA436158CVX070 includes credit for a 11.2 EER Condenser A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 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 Carrier 24ACA436156CVX070 includes credit for a 11.2 EER Condenser A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. �E—nerqvPro 5.1 by EnemySoft User Number: 6712 RunCode: 2011-11-18710:19:45 ID: Page 4 of 24 0 • PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Weidner Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 11111812011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2 r Space Heating 5.30 5.60 -0.30 Space Cooling 53.66 46.56 7.10 Fans 10.78 12.32 -1.53 Domestic Hot Water 6.81 6.22 0.60 Pumps 0.00 0.00 0.00 Totals 76.56 70.69 5.86 Percent Better Than Standard: 7.7% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NE) 63 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NE) 1,360 30 Fuel Available at Site: Natural Gas (SE) 1,677 311 Raised Floor Area: 0 (SM 1,410 396 Slab on Grade Area: 3,810 (N 149 1,730 190 Average Ceiling Height: 11.5 Roof 3,810 0 Fenestration. Average U -Factor: 0.35 TOTAL: 927 Average SHGC: 0.33 Fenestration/CFA Ratio: 18.4% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scoff Design and Title 24, Inc, a j-a� 11/18/1011 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design repre ented in this set of construction documents is consistent with the other compliance forms and worksheets, with the spe i ications, and with any other calculations submitted with this permit application, and recognizes that compliance usi g duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope se I' g require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company South West Concepts Steve Nieto Address 78-115 Calle Estado Name City/State/Zip La Quinta, CA 92253 Phone (760) 564-4707 Signed License # Date EnerqvPro 5.1 by EnerqvSoft User Number. 6712 RunCode: 2011-11-18710:19:45 /D: Pa e 5 of 24 0 • • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Weidner Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/1$2011 OPAQUE SURFACE DETAILS Surface Type Area U Insulation Factor CavityTExterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Roof 2,578 0.026 R-38 0 0 New 4.2.1-A9 First Floor Wall 750 0.069 R-21 63 90 New 4.3.1-A6 First Floor Door 20 1.450 None 63 90 New 4.5.1-A1 First Floor Door 28 1.450 None 63 90 New 4.5.1-A1 First Floor Wall 873 0.069 R-21 153 90 New 4.3.1-A6 First Floor Wall 553 0.069 1 R-21 243 90 New 4.3.1-A6 First Floor Wall 1,077 0.069 R-21 333 90 New 4.3.1-A6 First Floor Slab 3,200 0.730 None 0 180 New 4.4.7-A1 First Floor Slab 610 0.730 None 0 180 New 4.4.7-A1 First Floor Roof 1,232 0.026 R-38 0 0 New 4.2.1-A9 SecondFloor Wall 532 0.069 R-21 63 90 New 4.3.1-A6 SecondFloor Wall 493 0.069 R-21 153 90 New 4.3.1-A6 SecondFloor Wall 461 0.069 R-21 243 90 New 4.3.1-A6 SecondFloor Wall 463 0.069 R-21 333 90 New 14.3.1-A6 SecondFloor FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 6.0 0.350 NFRC 0.33 NFRC 63 New Traditional Window First Floor 2 Window 6.0 0.350 NFRC 0.33 NFRC 63 New Traditional Window First Floor 3 Window 24.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 4 Window 9.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 5 Window 9.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 6 Window 9.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 7 Window 2.6 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 8 Window 2.6 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 9 Window 64.0 0.350 1 NFRC 0.33 NFRC 153 New Traditional Window First Floor 10 Window 48.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 11 Window 48.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 12 Window 48.0 0.350 NFRC 0.33 NFRC 153 New I Traditional Window First Floor 13 Window 2.6 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 14 Window 12.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 15 Window 40.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 16 Window 12.01 0.350 1 NFRC 1 0.33 NFRC 243 New Traditional Window First Floor (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 hang Left Fin Len H t LExt RExt Dist Len Right Fin H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 8.0 3.0 8.0 0.1 8.0 8.0 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 9 Bug Screen 0.76 8.0 8.0 10.0 0.1 10.0 10.0 10 Bug Screen 0.76 8.0 6.0 6.0 0.1 6.0 6.0 11 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 12 Bu Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 13 Bug Screen 0.76 14 Bug Screen 0.76 8.0 1.5 4.0 0.1 4.0 4.0 15 Bug Screen 0.76 8.0 5.0 4.0 0.1 4.0 4.0 16 ]Bug Screen 0.76 8.0 1.5 4.0 0.1 4.0 4.0 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-11-18T10:19:45 ID: Page 6 of 24 0 • • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Weidner Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/18/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Tvpe I Area U -Factor SHGC Azm Status Glazing Type Location/Comments 17 Window 160.0 0.350 1 NFRC 0.33 1 NFRC 243 New Traditional Window First Floor 18 Window 48.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 19 Window 32.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 20 Window 2.3 0.350 NFRC 0.33 NFRC 333 New Traditional Window First Floor 21 Window 2.3 0.350 NFRC 0.33 NFRC 333 New Traditional Window First Floor 22 Window 48.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window First Floor 23 Window 48.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window First Floor 24 Window 12.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window First Floor 25 Window 6.0 0.350 NFRC 0.33 NFRC 63 New Traditional Window SecondFloor 26 Window 12.0 0.350 NFRC 0.33 NFRC 63 New Traditional Window SecondFloor 27 Window 7.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window SecondFloor 28 Window 40.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window SecondFloor 29 Window 7.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 30 Window 7.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 31 Window 7.01 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 32 Window 7.01 0.350 NFRC 0.33 NFRC 2431 New Traditional Window SecondFloor (1) Ll -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hat I Wd Ove hang Len H t LExt REM Dist Left Fin Right Fin Len H t Dist Len H t 17 Bug Screen 0.76 10.01 16.0 10.0 0.1 10.0 10.0 18 Bug Screen 0.76 8.01 6.0 10.0 0.1 10.0 10.0 19 Bug Screen 0.76 8.0 4.0 10.0 0.1 10.0 10.0 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.763.5 2.0 4.0 0.1 4.0 4.0 28 Bu Screen 0.76 8.0 5.0 4.0 0.1 4.0 4.0 29 Bu Screen 0.76 30 -BugScreen 0.76 31 Bu Screen 0.76 32 ]Bug Screen 1 0.761 1 EnemyPro 5.1 by EnemySoft User Number.- 6712 RunCode: 2011-11-18710:19:45 ID: Page 7 of 24 0 • 0 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Weidner Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/18/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor CavityTExterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID I Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 33 Window 10.7 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 34 Window 40.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 35 Window 10.7 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 36 Window 7.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 37 Window 7.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 38 Window 10.6 0.350 NFRc 0.33 NFRC 333 New Traditional Window SecondFloor 39 Window 17.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 40 Window 10.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 41 Window 6.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 42 Window 9.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 43 Window 9.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC Hat Wd Ove hanq Len HqA LExt REM Dist Left Fin Ri ht Fin Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 lBug Screen 0.76 43 Bug Screen 0.76 EnemyPro 5.1 bv EnemySoft User Number: 6712 RunCode: 2011-11-18710:19:45 ID: Page 8 of 24 0 • CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Weidner Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11/18/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built HVAC First Floor 3,810 45,720 HVAC Second Floor 1,232 12,320 Totals 5,0421 0 01 01 1 HVAC SYSTEMS System Name Qty. Heating T e Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New ❑ WATER HEATING SYSTEMS S stem Name Oty. Ty e Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status RHEEM 41-R50N 1 Small Gas All Pipes Ins 40,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft C 0 m a — System Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried 13 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-11-18710:19:45 ID: Page 9 of 24 0 • MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Weidner Residence Date 11/18/2011 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)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHOC), 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. *§1 50 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. *§150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. 150(d): Minimum R-13 insulation in raised wood -frame floor orequivalent LI -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)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 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. §150(i): Heatina 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. §1500)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 lines),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(')3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150 ' 4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro5.1 by EnergySoft User Number: 6712 RunCode: 2011-11-18710:19:45 10: Page 10 of 24 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Weidner Residence 11111812011 §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 1 81 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 §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 §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 6150(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 Svstems 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-uD 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 efficacv luminaire as specified by 6150(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 §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 1 6150(k)6: Liahtina intearal to exhaust fans. in rooms other than kitchens. shall meet the applicable requirements of 6150(k). 6150(k)7: All switching devices and controls shall meet the reauirements of 6150(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 §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. 0 1 EnergvPro 5.1 by EnercvSoR User Number: 6712 RunCode: 2011-11-18T10:19:45 ID: Page 11 of 24 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Weidner Residence 11111812011 §150(k)10: 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)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)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)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: 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 EnergySoft User Number: 6712 RunCode: 2011-11-18T10:19:45 ID: Page 12 of 24 • HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Weidner Residence Date 11/18/2011 System Name HVAC Floor Area 3,810 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL COOLING PEAK CFM Sensible Total Room Loads 4,443 39,024 Return Vented Lighting 0 Return Air Ducts 1,839 Return Fan 0 Ventilation o 0 Supply Fan 0 Supply Air Ducts 1,839 TOTAL SYSTEM LOAD 42,701 F COIL HTG. Latent CFM 3,993 1,498 0 0 3,993 PEAK Heating System Sensible Output perSystem 71,000 51,083 Total Output Btuh 142,000 Output Btuh/s ft 37.3 1,950 Cooling System 0 Output perSystem 35,500 0 Total Output Btuh 71,000 0 Total Output ons 5.9 1,950 Total Output Btuh/s ft 18.6 Total Output s ft/Ton 643.9 54,983 Air System CFM perSystem 2,025 HVAC EQUIPMENT SELECTION Airflow cfm 4,050 Carrier 24ACA436/58CVX070 39,249 Total Adjusted System Output 39,249 (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 28,577 142,000 28,577 142,000 Aug 3 PM I Jan 1 AM Airflow cfm/s ft 1.06 Airflow cfm/Ton 684.5 Outside Air°/, 0.0% Outside Alr cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 70 OF Outside Air 0 cfm Supply Fan 4,050 cfm 70 °F 70 OF 102 OF Heating Coil 102 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 78/69°F Outside Air 0 cfm 78 / 69 OF 78/69°F 69/66°F Supply I Fan Cooling Coil 4,050 cfm 64.7% 70 ! 66 OF ROOM 78169 OF EnergyPro5.1 by EnergySoff User Number: 6712 RunCode: 2011-11-18T10:19:45 /D: Page 13 of 24 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Weidner Residence Date 11/18/2011 System Name HVAC Floor Area 1,232 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,888 17,506 1,833 430 Return Vented Lighting 0 Return Air Ducts 825 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 01 Supply Air Ducts 825 TOTAL SYSTEM LOAD 19,156 1,833 PEAK Heating System Sensible Output perSystem 71,000 14,966 Total Output Btuh 142,000 Output Btuh/s ft 115.3 571 Cooling System 0 Output perSystem 35,500 0 Total Output Btuh 71,000 0 Total Output ons 5.9 571 Total Output Btuh/s ft 57.6 Total Output s ft/Ton 208.2 1 16,109 Air System CFM perSystem 2,025 HVAC EQUIPMENT SELECTION AM Airflow cfm 4,050 Carrier 24ACA436/58CVX070 39,210 28,206 142,000 1 142,000 Jan 1 AM Airflow cfm/s ft 3.29 Airflow cfm/Ton 684.5 Outside Air % 0.0% Total Adjusted System Output 39,210 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK I 28,206 Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions 1-111111F HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 70 OF Outside Air 0 cfm Supply Fan 4,050 cfm 70 OF 70 OF 103 OF Heating Coil 103 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112178 OF 78 169 OF 78 / 69 OF 69166 OF Outside Air 0 cfm Supply Fan Cooling Coil 4,050 cfm 63.6Bio 78169 OF 69 / 66 OF ROOM 78 / 69 OF EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-11-18710:19:45 ID: Page 14 of 24 • • 0 ROOM LOAD SUMMARY Project Name Date Weidner Residence 11/18/2011 System Name Floor Area HVAC 3.810 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult.P4,4431 FM Sensible Latent CFM Sensible Latent CFM Sensible First Floor First Floor 1 39,024 3,993 4,4431 39,0241 3,993 1,4981 51,083 I ' Total includes ventilation load for PAGE TOTAL TOTAL' 4,443 39,024 3,993 1,498 51,083 4,443 39,024 3,993 1,498 51,083 9 • ROOM LOAD SUMMARY Project Name Date Weidner Residence 11/18/2011 System Name Floor Area HVAC 1,232 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name I Room Name I Mult.P1,8881 FM Sensible Latent CFM Sensible Latent CFM Sensible SecondFloor Second Floor 1 17,15061 1, 833 1,8881 17,5061 1, 833 4301 14, 966 PAGE TOTAL 1 1,888 17,506 1,833 430 14,966 • TOTAL ` 1, 888 17, 506 1, 833 430 14, 966 ' Total includes ventilation load for zonal systems. 9 C7 • ROOM HEATING PEAK LOADS Project Name Weidner Residence Date 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name First Floor Floor Area 3,810.0 ft' Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area U -Value R-38 Roof Attic 2,578.0 X 0.0260 R-21 Wall 3,253.5 X 0.0690 Wood Door 48.1 X 1.4500 Traditional Window 695.4 X 0.3500 Slab -On -Grade perim = 370.0 X 0.7300 X X X X X X X X X X X X X X X X X X X X X X X X X X Items shown with an asterisk (') denote conduction through an interior surface to another room Infiltration:[ 1.00 X 1.064 X 3,810 X 12.00 X 0.353 Schedule Air Sensible Area Ceiling Height ACH Fraction AT OF Btu/hr X 44 = 2949 X X X 44 = = = 9,878 44 3,069 44 10,709 X X X 44 = = = 11,884 X X = = X X = = X = X X = = X X X = = = X X X = = = X = X X X = = = X X = = X = X X X = = = X = Page Total /60] X 44 AT 38,489 = 12,593 TOTAL HOURLY HEAT LOSS FOR ROOM 51,083 EnergyPro 5.1 by Energ Soft User Number: 6712 RunCode: 2011-11-18710:19:45 ID: Page 17 of 24 • • • ROOM HEATING PEAK LOADS Project Name Date Weidner Residence 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Second Floor Time of Peak Jan 1 AM Floor Area 1,232.0 RZ Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70 OF, Conduction Area U -Value AT OF Btu/hr R-38 Roof Attic 1,232.0 X 0.0260 X 44 = 1,409 R-21 Wall 1,948.2 X 0.0690 X 44 = 5,915 Traditional Window 231.8 X 0.3500 X 44 = 3,570 X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X X X = X X = X X = X X = X X = X X X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 10,894 Infiltration:[ 1.00 X 1.064 X 1,232 X 10.00 X 0.424 /60] X 44 = 4,072 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 14,966 EnergyPro 5.1 by Energ Soft User Number: 6712 RunCode: 2011-11-18710:19:45 ID: Page 18 of 24 • to I RESIDENTIAL ROOM COOLING LOAD SUMMARY Weidner Residence 1 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name First Floor Outdoor Dry Bulb Temperature 112 OF Floor Area 3,810.0 rte Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF R-38 Roof Attic R-21 Wall Wood Door R-21 Wall R-21 Wall R-21 Wall on (NE) Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = 2,578.0 0.0260 56.0 749.9 0.0690 30.6 48.1 1.4500 30.6 872.8 0.0690 29.0 553.4 0.0690 31.8 1,077.4 0.0690 29.1 0.0 19.2 9.0 23.8 0.0 19.2 9.0 j 0.0 19.2 2.6 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Feneetratinn 1-27 1-28 Window 2-2 2-5 2-6 11-7 8-9 8-8 Orientation (NE) (NE) (SE) (SE) (SE) (SE) (SE) (SE) Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 19.2 6.0 33.5 0.0 19.2 6.0 33.5 24.0 19.2 0.0 23.8 0.0 19.2 9.0 23.8 0.0 19.2 9.0 23.8 0.0 19.2 9.0 23.8 0.0 19.2 2.6 23.8 0.0 19.2 2.6 23.8 64.01 19.2 0.0 23.81 Page Total 3,754 1,583 2,134 1,746 1,214 2,165 Btu/hr 201 201 462 215 215 215 62 62 1,232 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.064 X 1.16 X 208.48 X 34 = 8,768 Air Sensible CFM ELA AT HOURLY SENSIBLE H Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 208.48 X 0.00276 = 3,193 Air Sensible CFM ELA AW • TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3.9931 • • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Weidner Residence 1 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name First Floor Outdoor Dry Bulb Temperature 112 OF Floor Area 3,810.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Ranae: 34 OF Area U -Factor CLTD' Btu/hr X X X X = X X = X X X X X X = X X = X X X J X = Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration 8-10 6-11 6-12 7-14 2-15 2-16 2-17 10-18 7-19 Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = Btu/hr 48.0 19.2 0.0 23.8 924 48.0 19.2 0.0 23.8 924 48.0 19.2 0.0 23.8 924 0.0 19.2 2.6 27.8 72 7.2 19.2 4.8 27.8 272 24.0 19.2 16.0 27.8 907 7.21 19.2 4.8 27.8 272 160.0 19.2 0.0 27.8 3,079 48.0 19.2 0.0 27.8 924 Page Total 8,298 Internal Gain Btu/hl Occupants 4.0 Occupants X 230 Btuh/occ. C Equipment 1.0 Dwelling Unit X 1,600 Btu 1, Infiltration: 1.064 X 1.16 X 208.48 X 34 = L Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 39,0241 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4, 771 X, 1.16 X 208.48 X 0.00276 = 3,193 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3.993 • 0 • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Weidner Residence 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name First Floor Outdoor Dry Bulb Temperature 112 OF Floor Area 3,810.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X X X = X X = X X = X X X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 8-20 (SVV) 32.0 X 19.2 + 0.0 X 27.8 = 616 5-21 (NlAq 0.0 X 19.2 + 2.3 X 29.9 = 69 5-22 (NVI9 0.0 X 19.2 + 2.3 X 29.9 = 69 7-23 (NW) 0.0 X 19.2 + 48.0 X 29.9 = 1,433 7-24 (NlAq 0.01 X 19.2 + 48.0 X 29.9 = 1,433 4-25 (NM 0.0 X 19.2 + 12.0 X 29.9 = 358 X + X - X + X - X + X - Page Total 3,978 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = E920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 208.48 X 34 = 8,768 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 39,024 Latent Gain Btu/hr Occupants 4.0 Occupants X 1 200 Btuh/occ. = 800 Infiltration: 4.771 X 1.16 X 208.48 X 0.00276 = 3,193 Air Sensible CFM ELA OW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,993 EnemvPro 5.1 by EnemySoft User Number.- 6712 RunCode: 2011-11-18710:19:45 !D: page 21 of 24 0 • • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Weidner Residence 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Second Floor Outdoor Dry Bulb Temperature 112 OF Floor Area 1,232.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Dailv Ranae: 34 OF Ooaaue Surfaces R-38 Roof Attic R-21 Wall R-21 Wall R-21 Wall R-21 Wall Orientation (N) (NE) (SE) (S K9 (NIA Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = = 1,232.0 0.0260 56.0 532.0 0.0690 30.6 493.0 0.0690 29.0 460.6 0.0690 31.8 462.6 0.0690 29.1 19.2 0.0 23.8 0.0 19.2 7.0 27.8 0.0 19.2 7.0 27.8 0.0 19.2 7.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded I FP_nP_Stratinn 1-46 6-47 10-29 13-30 10-31 10-32 10-33 10-34 2-35 Orientation I (SW I Btu/hr 1,794 1,123 986 1,011 930 1 5,8441 Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 19.2 6.0 33.5 0.0 19.2 12.0 33.5 7.0 19.2 0.0 23.8 40.0 19.2 0.0 23.8 0.0 19.2 7.0 27.8 0.0 19.2 7.0 27.8 0.0 19.2 7.0 27.8 0.0 19.2 7.0 27.8 0.01 19.2 10.7 27.8 CFM ELA AW Page Total Btu/hr 201 401 135 770 195 195 195 195 298 2, 584 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 67.42 X 34 = 2,835 Air Sensible CFM Et.A AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17,506 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 6742 X 0.00276 = 1,033 Air Sensible CFM ELA AW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1.8331 • C] RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Weidner Residence 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Second Floor Outdoor Dry Bulb Temperature 112 OF Floor Area 1,232.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Ranae: 34 OF Area U -Factor CLTD' X X = X X = X X X X = X X = X X = X X = X X = X J X I= Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fpnpctratinn 2-36 2-37 10-38 10-39 12-40 13-41 12-42 11-45 1-43 I (NIM I ,Shaded Area X X X X X X X X X GLF 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 Unshaded Area + 40.0 + 10.7 + 7.0 + 7.0 + 10.6 + 17.0 + 10.6 + 6.0 + 9.6 GLF X 27.8 = X 27.8 = 0.0 0.0 0.0 X 29.9 = 0.0 X 29.9 = 0.0 X X X 29.9 = = = 0.0 29.9 0.0 29.9 0.0 X 29.9 = X 29.9 = Page Total 0.0 01 1,114 298 209 209 316 508 316 179 3, Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X L 1,600 Btu Infiltration: 1.064 X 1.16 X 67.42 X 34 = 2,835 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17,506 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 67.42 X 0.00276 = 1,033 Air Sensible CFM ELA AW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1.8331 • • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Weidner Residence 11/18/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Second Floor Outdoor Dry Bulb Temperature 112 OF Floor Area 1,232.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 11-44 (NM 0.0 X 19.2 + 9.6 X 29.9 = 287 X + X = X + X = X + X = X + X = X + X = X + X = X + X = X + X = Page Total 287 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ.= 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 x 1.16 X 67.42 X 34 = 2,835 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17,506 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,77! X l.16 X 6742 X F 1,033 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,833 EnergyPro 5. 1 by Ene Soft User Number: 6712 RunCode: 2 0 11-11-18 710:19:45 /D: Pa a 24 of 24 LEGACY REPORT 2133A Reissued June 1, 2008 ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 WWW.ICC-eS.Org Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 The Subcommittee on Evaluation has reviewed the data submitted for compliance with the Standard Building Code©, the Florida Building Code, and the International One and Two Family Dwelling Code and submits to the building official or other authority having jurisdiction the following report. The Subcommittee on Evaluation, ICC -ES and its staff are not responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests or summaries prepared. and submitted by the design professional or preparer of record that are listed in the Substantiating Data Section of this report. Portions of this report were previously included in SBCCI Evaluation Reports #7959, #8745, #8939, #8942, and PST & ESI Evaluation Reports #9246, #9399, #94101, #95101, #9809, #9809A, and #2133. REPORT NO.: 2133A EXPIRES: See the current EVALUATION REPORT INDEX CATEGORY: INSULATION SUBMITTED BY: FI -FOIL COMPANY, INC. P. O. BOX 800 612 BRIDGERS AVE. W. AUBURNDALE, FLORIDA 33823 www.fifoil.com PRODUCT TRADE NAMES Alfol Type 1A, Vapor Shield AA -2, VR Plus Shield, RBI Shield, Radiant Shield NT, Silver Shield Radiant Barrier, and FSK Shield 2. SCOPE OF EVALUATION 2.1 ASTM C 1224 for: Alfol Type 1 A, Vapor Shield AA -2, VR Plus Shield, and RBI Shield. 2.2 ASTM C 1313 for: Radiant Shield NT, and Silver Shield Radiant Barrier 2.3 ASTM E 84 for: FSK Shield. 3. USES Materials evaluated to ASTM C 1224 satisfy Section E104 for insulations, and are described in Section 4.2. Materials evaluated to ASTM C 1313 are sheet radiant barriers, and are described in Section 4.3. Materials evaluated to ASTM E84 are used as insulation facings or building paper, and are described in Section 4.4. 4. DESCRIPTION 4.1 General 4.1.1 Reflective Insulations - Overview - Through the use of surfaces of high reflectivity and low emissivity, these products reduce the heat transferred by radiation. The thermal resistance values include the effects of air within the space, thus are relatively dependent on the thickness of the space. Several construction tolerances can effect the thermal resistance value including; (1) consistency of the furring strip's thickness, (2) bowing of the cover plate, and (3) the spacing of the insulation sheets. Such deviations can enhance or retard the R -value of any type insulation. Certain insulation values are shown in Section 5. 4.1.2 Attic Floors - materials addressed in this report have not been evaluated according to ASTM E 970, thus shall not be installed exposed on top of the ceiling joists in attics (attic floors). 4.2 ASTM C 1224 Evaluations 4.2.1 Alfol Type 1A 1. General - Alfol Type 1 A is a reflective insulation intended for use in vertical wall cavities formed by furring strips (usually 1" x 2" nominal) attached to the inside of masonry walls. Type 1A is formed by a minimum 0.00035" (1145 alloy) aluminum foil, a kraft forming sheet, and a 35 Ib. kraft paper coated with 7 lbs of polyethylene. Internal expanders are oriented in such a way so as to form two non-conductive air spaces when installed. It is manufactured in 16" and 24" wide rolls containing 500 square feet each. 2. Evaluation according to ASTM C 1224 - passed. Specific testing is documented in Section 6. 3. Permeability - Water Vapor Transmission according to procedure A of ASTM E 96 dry cup method at 73.4 °F yielded a value of less than 1 perm. 4. Flame Spread & Smoke Developed Rating - ASTM E 84 yielded a flame spread index of less than 75 and a smoke developed rating of less than 450. 5. R -values for specific assemblies are shown below in Section 5. INSTALLATION. 4.2.2 Vapor Shield Type AA -2 1. General - Vapor Shield AA -2 is available in both non- perforated and perforated versions. AA -2 is a double layer reflective insulation intended for use in vertical wall cavities ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any 1n(ng or other owner in this report, or as to any product covered by the report. ft Copyright © 2008 Page 1 of 6 F • 2133A PAGE 2 OF 6 formed by furring strips (usually 1" x 2" nominal) attached to the inside of masonry walls. Type AA -2 is formed by a minimum of 0.00035" alloy 1145 foil and a 35 Ib. kraft paper with internal expanders. Upon installation the layers open using internal expanders that form an approximate 3/g' thick air space between the layers. The material is then face stapled. The thickness of the second air space is dependent on the thickness of the furring strips, Type AA -2 is sold in rolls either 16" or 24" wide containing 500 square feet each. 2. Evaluation according to ASTM C 1224 - passed Specific testing is documented in Section 6. 3. Permeability 1. Non -Perforated - Water Vapor Transmission according to procedure A of ASTM E 96 dry cup method at 73.4° F and 50% RH yielded an average value of less than 1 perm. 2. Perforated or High Perm Version - Water Vapor Transmission according to procedure A of ASTM E-96 dry cup method at 73.4° F and 50% RH yielded an average perm rating in excess of 5, and is therefore not a water vapor retarder. 4. Flame Spread & Smoke Developed Rating - Flammability by ASTM E 84 yielded a flame spread index of less than 75 and a smoke developed rating of less than 450. 5. R -values for specific assemblies are shown below in Section 5. INSTALLATION. 4.2.3 VR Plus Shield 1. General - VR Plus Shield is available in both non- perforated and perforated versions. VR Plus Shield is a three layer reflective insulation intended for use in vertical wall cavities formed by furring strips attached to the inside of masonry walls. VR Plus Shield is formed by an outer layer of 351b kraft paper coated with polyethylene, a layer of 30 Ib natural kraft paper laminated to a minimum 0.00025" aluminum foil, and a layer of minimum 0.00035" aluminum foil. Upon installation the layers open using internal expanders that form air spaces ranging from 14" to 1/2' thick. The thickness of the third air space is dependent on the thickness of the furring strips. VR Plus Shield is sold in rolls either 16" or 24" wide containing 500 square feet each. 2. Evaluation according to ASTM C 1224 - passed Specific testing is documented in Section 6. 3. Permeability 1. Non -Perforated - Water Vapor Transmission according to procedure A of ASTM E 96 method A at 73° F and 50% RH yielded an average value of less than 1 perm. 2. Perforated or High Perm Version - Water Vapor Transmission according to procedure B of ASTM E-96 wet cup method at 73.4° F and 50% RH yielded an average perm rating in excess of 5, and is therefore not a water vapor retarder. 4. Flame Spread & Smoke Developed Rating - Flammability by ASTM E 84 yielded a flame spread index of less than 25 and a smoke developed rating of less than 450. 5. R -values for specific assemblies are shown below in Section 5. INSTALLATION. 4.2.4 RBI Shield 1. General - RBI Shield (Reflective Bubble Insulation) is intended for use in walls, floors or roofs. These products come in 125' long rolls in 16", 24", 48", 66" and 72" widths. It consists of two layers of air filled bubbles and various options for facings: foil on both sides or foil on one side and white or black polyethylene on the other. The total thickness of the insulation is 5/1fi'• 2. Evaluation according to ASTM C 1224 - passed. Specific testing is documented in Section 6. 3. Permeability - Water Vapor Transmission according to the "Desiccant Method" of ASTM E 96 at 122° F and 50% RH yielded an average value of less than 1 perm. 4. Flame Spread & Smoke Developed Rating - ASTM E 84 testing on RBI yielded a flame spread index of less than 25 and a smoke developed rating of less than 450. 5. R -values for specific assemblies are shown below in Section 5. INSTALLATION. 4.3 ASTM C 1313 Evaluations 4.3.1 Radiant Shield NT 1. General - Radiant Shield NT is available in both non- perforated and perforated versions. Radiant Shield is a sheet comprised of two layers of aluminum foil laminated to a layer of woven polyester with two layers of polyethylene. Radiant Shield NT is intended for use in walls, floors or roofs. These products come in 25.5", 48", and 51" wide rolls containing 500 square feet each. 2. Evaluation according to ASTM C 1313 - passed. Specific testing is documented in Section 6. 3. Permeability 1. Non Perforated - Water Vapor Transmission according to procedure A of ASTM E 96 yielded an average value of less than 1 perm. 2. Perforated or High Perm Version - Water Vapor Transmission according to the Desiccant Method of ASTM E-96 at 72° F and 45% RH yielded an average perm rating of 4.9. 4.9 exceeds the maximum value of 1 perm necessary to be an "approved vapor retarder' in Chapter 5 of the IECC. 4. Flame Spread & Smoke Developed Rating - Flammability by ASTM E 84 yielded a flame spread index of less than 25 and a smoke developed rating of less than 450. 4.3.2 Silver Shield Radiant Barrier 1. General -Silver Shield Radiant Barrier is available in both non -perforated and perforated versions. Silver Shield Radiant Barrier is a double layer radiant barrier intended for use in roofs. Silver Shield Radiant Barrier is formed by an inside layer of 1.4 mil metalized PVC. The outer layer is 0.000285" aluminum foil laminated with fire -retardant adhesive to 30 Ib natural kraft paper reinforced with tri -directional fiberglass and polyester scrim. Upon installation the layers open using internal expanders that forms a minimum 3/4' thick air space between the layers. It is available in 16" or 24" wide rolls each containing 500 square feet. A 30" wide roll containing 250 square feet is also available. PAGE 3 OF 6 2133A 2. Evaluation according to ASTM C 1313 - passed Specific testing is documented in Section 6. 3. Permeability 1. Non -perforated - Water Vapor Transmission according to procedure A of ASTM E 96 dry cup method at 73.4° F and 50% RH yielded an average value of less than 1 perm. 2. Perforated- Water vapor transmission according to procedure B of ASTM E-96 wet cup method at 73.4° F and 50% RH yielded an average value in excess of 5. 4. Flame Spread & Smoke Developed Rating - ASTM E 84 yielded a flame spread index of less than 25 and a smoke developed rating of less than 50. 4.4 ASTM E - 84 4.4.1 FSK Shield 1. General - FSK Shield is intended for use in ceilings, roofs, walls and floors as a flame retardant facing over unfaced insulation. FSK Shield is a single sheet product consisting of 0.0003 inch thick aluminum foil, fiberglass scrim, and 30 Ib. kraft paper. FSK Radiant Barrier is sold in 54" wide rolls of 1000 ft2 each. 2. Flame Spread & Smoke Developed Ratings - 1. FSK Shield Alone: UL 723 the FSK Shield exhibited a flame spread less than 25 and a smoke developed rating of less than 450. 2. FSK Shield (on foil side) and R-11 un -faced fiberglass batt, when tested according to ASTM E 84 yielded a flame spread index of less than 25 and a smoke developed rating of less than 50. 3. FSK Shield (on foil side) and R-19 un -faced fiberglass batt, when tested according to ASTM E 84 yielded a flame spread index of less than 25 and a smoke developed rating of less than 50. 4. FSK Shield (on foil side) and R-30 un -faced fiberglass batt, when tested according to ASTM E 84 yielded a flame spread index of less than 25 and a smoke developed rating of less than 50. 5. INSTALLATION 5.1 General - Installation Instructions The manufacturer's published installation instructions shall be strictly adhered to, and if requested by the building official, a copy of this report and the installation instructions shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this report. Applicable care must be exercised to properly expand the material. All tears must be repaired. Insulations covered in this report shall not be installed exposed on the attic floor. 5.2 Alfol Type 1A R value @3/," - When tested according to ASTM C 236 (horizontal heat flow -wall application) with a nominal 1" x 2" (actual 3/," thick) furring strips 16" o.c., the Alfol Type 1A exhibited an R -value of 4.28 hr,.ft2 °F/Btu, (insulation & cavity). 5.3 Type AA -2 Thermal Resistance 5.3.1 R value @ 3/," - When tested according to ASTM C 236 (horizontal heat flow -wall application) with a nominal 1" x 2" (actual 3/q' thick) furring strips 16" o.c. with a differential air to air temperature of 29.24° F and a mean temperature of 75.7° F, the Non Perforated type AA -2 exhibited an R -value of 4.2 hr ft2 °F/Btu, (insulation & cavity). R - value for the Perforated AA -2 is calculated to be 4.1 hr ft2 °F/Btu. 5.3.2 R value @%" - When tested according to ASTM C 236 (horizontal heat flow -wall application) with a'/e' x 1.5" (actual) furring strips 16" o.c. with a differential air to air temperature of 31.2° F and a mean temperature of 74.7° F, the Non Perforated type AA -2 exhibited an R -value of 4.7 hr ft2 °F/Btu, (insulation & cavity). R - value for the Perforated AA -2 is calculated to be 4.6 hr ft2 °F/Btu. 5.3.3 R value @ 1.5" - When tested according to ASTM C 236 (horizontal heat flow -wall application) with a 1.5" x 1.5" (actual) furring strips 16" o.c. with a differential air to air temperature of 24.7°F and a mean temperature of 71° F, the Non Perforated type AA -2 exhibited an R -value of 5.2 hr ft2 °F/Btu, (insulation & cavity). R - value for the Perforated AA -2 is calculated to be 5.1 hr ft2 °F/Btu. 5.4 VR Plus Shield 5.4.1 R value @ 1" - When tested according to ASTM C 236 (horizontal heat flow -wall application) with an actual 1" cavity formed by furring strips 16" o.c. with a differential air to air temperature of 28.3° F and a mean temperature of 710 F, the VR Plus Shield exhibited an R -value of 5.2 hr ft2 °F/Btu, (insulation & cavity). R - value for the Perforated VR Plus Shield is calculated to be 5.1 hr ft2 °F/Btu. 5.4.2 R value @ 1.5" - When tested according to ASTM C 236 (horizontal heat flow -wall application) with two furring strips of 1" and Y2" thick placed 16" o.c. with a differential air to air temperature of 30.6° F and a mean temperature of 73.8° F, the type VR Plus Shield exhibited an R -value of 7.1 hr ft2 °F/Btu, (insulation & cavity). R - value for the Perforated VR Plus Shield is calculated to be 7 hr ft2 °F/Btu. 5.5 RBI 5.5.1 R value @ 1" -When tested according to ASTM C 236 (Vertical heat flow down summer application) the set up consisted of 1" x 1'/,s' studs placed 16" oc forming a 1" air space above the RBI & and the bottom open to below. The RBI foil side faced the 1" air space and the white plastic faced down. With a differential air to air temperature of 30.7° F and a mean temperature of 74.5° F, the type RBI exhibited an R -value of 6.36 hr ft2 °F/Btu, (1" air within the cavity & insulation & bottom surface air resistance). The Calculated R -value for RBI having two foil sides, heat flow down (summer conditions) is 9.78 hr ft2 °F/Btu which includes 1" of air within the cavity & insulation & bottom surface air resistance). 5.5.2 R value @ 8" according to ASTM C 1224 - In this instance the 8" cavity was tested according to ASTM C 236 & derived according to ASTM C 1224 (Vertical heat flow down summer application). The set up consisted of an 8" horizontal air space above the RBI & and the bottom open to below. The RBI foil side faced the 8" air space and the white plastic faced down. With a differential air to air temperature of 30.5° F and a mean temperature of 72.7' F, the type RBI exhibited an R -value of 7.63 2133A PAGE 4 OF 6 hr ft2 °F/Btu, (consisting of the•8" air space within the cavity & insulation & bottom surface air resistance). The Calculated R - value for RBI having two foil sides, heat flow down (summer conditions) is 11.16 hr ft2 °F/Btu which includes 8" of air within the cavity & insulation & bottom surface air resistance). Note: According to the testing laboratory, the small cavity aspect ratio of 30.5/8" requires that additional radiant transfer items be considered that are neglected in the strict ASTM C 1224 procedure. Specifically there is also radiation heat exchange between the hot plywood cover surfaces and the long intermediate temperature stud surfaces, as well as the hot plywood cover surfaces and the short, intermediate temperature end frame sections. When these are considered the air space above, RBI, and below exhibited a R value of 13.7 for the white undercoating and 17.4 for the reflective undercoating. 5.5.3 Calculated R- values for RBI Table 5.5.3 Calculated R -Values for RBI' 2 (units of R = hr ft2 °F/Btu) Foil Emissivity = 0.03 Air space thickness above White & Black & Foil & RBI insulation Foil3 Foi13 Foil 1" Air space above 7 7 10 with R = 4.92 2.5" Air space 10 10 13 above R = 8.01 3.5" Air space 11 11 15 above R = 9.84 6" to 8" Air space 13° 13° 17° above R is Approximate Approximate Approximate approximately 11.5° 1. R- values shown include resistance of upper airspace, RBI, and lower or room air resistance. 2. In these calculations, the RBI material itself has an R -value of 0.70. 3. Where white/foil RBI material is used, the foil side faces up into the cavity. 4. Calculated values are approximate for this depth of air space. Table 5.5.3 shows calculated R -values for RBI below a metal roof with various thickness of air spaces in heat flow down (summer conditions). Thickness shown is distance from upper surface of insulation to inside of metal roof deck, and the R -value shown in column 1 is achieved by this air space alone. The insulation is suspended above an open room. The open air space below the insulation has an R -value of 0.92 for the white/foil RBI and 4.55 for the Foil/Foil RBI. 6. SUBSTANTIATING DATA 6.1 Manufacturer's descriptive literature and installation instructions. 6.2 Alfol Type IA test reports 6.2.1 ASTM C 1371 test for foil emittance report by R & D Services, signed by David W. Yarbrough, PhD, E, dated August 25, 1997. 6.2.2 ASTM E 96 Procedure A Dry Cup Water Vapor Permeability test by Geoscience Limited, signed by H.F. Poppendiek, dated December 4, 1995. 6.2.3 ASTM E 84 Flammability test by SGS U. S. Testing, signed by Steve Caldarola and Frank Pepe, dated March 10, 1997. 6.2.4 ASTM D 3310 Corrosivity test by Geoscience Ltd., signed by T. T. Saka and H. F. Poppendiek, dated November 1995. 6.2.5 ASTM C 1224 Section 9.2.1 Adhesive Performance (Bleeding and Delamination) test by Geoscience Ltd., signed by H. F. Poppendiek, dated May 19, 1997. 6.2.6 ASTM C 1224 Section 9.2.2 Adhesive Performance (pliability) test by Geoscience Ltd., signed by H. F. Poppendiek, dated May 19, 1997. 6.2.7 MIL - STD-81QD Method 508.2 Fungus Resistance Test by Truesdail Laboratories, Inc., signed by Karl W. Schiller, MS, dated April 24, 1997. 6.2.8 ASTM C 177 test on mass insulation by Geoscience Ltd, Report #GLM 637, signed by H. F. Poppendiek, dated May 9, 1997. 6.2.9 ASTM C 236 test in a 3/4' air space evaluated according to ASTM C 1224 by Geoscience Ltd., Report #GLM 621, signed by H.F. Poppendiek, dated March 4, 1997. 6.2.10 Evaluation of various tests to ASTM C 1224 by Robert O. Covington, P.E., dated August 26, 1997. 6.3 Vapor Shield Type AA -2 6.3.1 Foil Emittance Test to ASTM C 1371 by R & D Services, Inc, dated August 25,1997, signed by D. W. Yarbrough, Phd, P.E.. 1. AA -2 [non -perforated] ASTM E 96 for Permeability by Geoscience Ltd., dated December 4, 1995, signed by H. F. Poppendeck. 2. AS -2 [perforated] ASTM E 96 for permeability by Geoscience Ltd., dated October 1, 2001, signed by H. F. Poppendiek. 6.3.2 AA -2 ASTM E 84 for Flammability by SGS U. S. Testing Company Inc, dated May 9, 1997, Report #121518, signed by S. Caldarola and F. Peep 6.3.3 AA -2 & B-3 ASTM D 3310 for Corrosiveness by Geoscience Ltd., dated November 1995, GLTN - 76, signed by T. T. Saka and H. F. Poppendiek. 6.3.4 AA -2 Pliability, bleeding and delaminating tests by Geoscience Ltd., dated May 19, 1997, signed by H. F. Poppendiek. 6.3.5 AA -2 & B-3 ASTM C 1338 Fungi Resistance by SGS U. S. Testing Company Inc., dated August 4, 1998, Report #111623, signed by D. K. Goins, PhD. and J. Laciirignola. 6.3.6 Frame Verification tests using foam by Geoscience Ltd., signed by H. F. Poppendiek. 1. 3/4' dated May 9, 1997, by ASTM C 177 2. '/8' dated September 29, 1998, by ASTM C 236 3. 1.5" dated August 7, 1997, by ASTM C 236 6.3.7 AA -2 ASTM C 236 R -Value by Geoscience Ltd., signed by T. T. Saka and H. F. Poppendiek. 1. 3/,' dated April 2000 GLM -669 2. 7/8' dated September 1998 GLM -653 3. 1.5" dated September 1997 GLM -645 PAGE 5 OF 6 2133A 6.3.8 Letter from Geoscience, dated January 19, 2000, regarding GLM -645, signed by H. Poppendiek. 6.3.9 Evaluation of Perforated vs non -perforated AA -2 by Geoscience, LTD., dated October 30, 2001, signed and sealed by Dr. H. F. Poppendiek, P.E. 6.3.10 Letter from Geoscience Ltd., dated November 12, 2001, sealed by Dr. H. F. Poppendiek, P.E. 6.4 VR Plus Shield 6.4.1 VR Plus Shield ASTM C 1371 for Emittance by R & D Services, dated November 14, 2000, Specimen: 1023001004-1 signed by R. S. Graves. 1. VR Plus Shield [Non -perforated] ASTM E 96 for Permeability by SGS U. S. Testing Report #146967, dated 25 Oct 2000, signed by H. Litondo and C.R. Roberti. 2. VR Plus Shield [perforated] ASTM E 96 for Permeability by Geoscience Ltd., dated June 21, 2002, signed by H. F. Poppendiek. 6.4.2 VR Plus Shield ASTM E 84 Flammability test by SGS U. S. Testing Company Inc., Report #146967.001, dated October 13,2000, signed by D. Lepure. 6.4.3 VR Plus Shield ASTM D 3310 Corrosiveness by R & D Services, Specimen 1023001004-1, dated November 21, 2000, signed by R. Graves. 6.4.4 VR Plus Shield ASTM C 1313 Adhesive Performance (Bleeding And Delamination) Section 10.1 by R & D Services Specimen 1023000912-1, dated October 2, 2000, signed by R. Graves. 6.4.5 VR Plus Shield ASTM C 1338 Fungi Resistance tests by R & D Services, dated Dec 1, 2000, signed by D. W. Yarbrough, PhD, P.E. 6.4.6 VR Plus Shield ASTM C 236 for R -Value by Geoscience Ltd, signed by F. Poppendiek 1. 1" Cavity GLM 661-C, dated September 2000. 2. 1.5" Cavity GLM 646-B, dated November 2000. 6.5.7 RBI ASTM C 236 @1" for R -Value by Geoscience Ltd, signed by F. Poppendiek, GLM 667, dated March 2000. 6.5.8 Calculated R -values for RBI by Dr. H. F. Poppendiek conveyed by letter, dated March 13, 2000. 6.5.9 RBI ASTM C 236 @8" for R -Value by Geoscience Ltd., signed by H. F. Poppendiek, GLM 670, dated May 2000. 6.5.10 Calculated R -Values for RBI by Geoscience Ltd, signed by H. F. Poppendiek, dated March 13, 2000 6.6 Radiant Shield NT - ASTM C 1313 6.6.1 Radiant Shield NT ASTM C 1371 for Emittance by R & D Services, dated August 9, 2000, Indent: 1177000804- 1, signed by R. S. Graves. 6.6.2 Non -perforated Permeability ASTM E 96, Tear Strength ASTM D2661, Bleeding and Pliability ASTM C 1313 by SGS U. S. Testing, Report # 141978, dated July 20, 2000, signed by J. H. Van Houten, Sr. and F. Savino. 6.6.3 Radiant Shield NT ASTM E 84 Flammability test by Omega Point., Report #15757, dated September 19, 1997, signed by W. E. Fitch P.E.. 6.6.4 Perforated Permeability ASTM E96, by R & D Services, Inc, Report # RD03146 dated March 19, 2003, signed by D. W. Yarbrough, Phd, P.E.. 6.7 Silver Shield Radiant Barrier (formally known as Silver Shield Type B-3) 6.7.1 ASTM C 1371 for Emittance by R & D Services, dated October 3, 2000, Specimen 1023000912-1, signed by R. S. Graves, December 14, 2000. 1. B-3 [non -perforated] ASTM E 96 for Permeability by Geoscience Ltd., dated December 4, 1995, signed by H. F. Poppendeck. 2. B-3 [perforated] ASTM E 96 for Permeability by Geoscience Ltd., dated May 31, 2002, and letter explaining results, dated June 7, 2002, both signed by H. F. Poppendeck. 6.5.4 RBI Pliability, Corrosiveness & Delamination tests by SGS U. S. Testing Company Inc., Report #112119-3, 6.8.2 dated September 23, 1998, signed by F. Savino and G. Falla. 6.5.5 RBI ASTM C 1338 Fungi Resistance by SGS U. S. Testing Company Inc., Report #112119- 002R1, dated 6.8.3 September 15, 1998, signed by J. Lacirignola and D. K. Goins, PhD. 6.5.6 Lettter from John Starr of Covertech, dated November 3, 6.8.4 1999. Silver Shield Radiant BarrierASTM E 84 for Flammability by SGS U. S. Testing Company Inc., dated August 10, 2000, Report #143593-R1, signed by M. Ostrovsky and J. Van Houten Corrosivity Tests ASTM D 3310 by Geoscience Ltd., dated November 1995, GLTN - 76, signed by T. T. Saka and H. F. Poppendiek. Bleeding & Delamination ASTM C 1313 by R & D Services, dated October 2, 2000, signed by R. S. Graves, December 14, 2000. Toung Tear ASTM D 2661 by U. S. Testing, dated 27 October 1999, signed by C. Kehaya and C. R. Robertic CPP Fungal Resistance Testing ASTM C 1338 by U. S. Testing, dated August 14, 1998, signed by D. Keither Goins, Ph.D. FSK Shield FSK UL 723 for Flammability by Underwriters Laboratory Inc., File R8734, Project 78NK12547, dated June 12, 1979, signed by K. Rhodes and J. F. Smith. ASTM E 84 test on FSK Facing and R-11 unfaced fiberglass insulation by SGS U. S. Testing Report #120461-R1, dated March 27, 2001, signed by D. Lepore. ASTM E 84 test on FSK Facing and R-19 unfaced fiberglass insulation by SGS U. S. Testing Report #153379-1, dated March 26, 2001, signed by D. Lepore. ASTM E 84 test on FSK Facing and R-30 unfaced fiberglass insulation by SGS U. S. Testing Report #153379-2, dated March 26, 2001, signed by D. Lepore. 6.7.2 6.4.7 Evaluation of Perforated vs non -perforated VR Plus by Geoscience, LTD, dated July 15, 2002, signed and sealed by Dr. H. F. Poppendiek, P.E. 6.4.8 Letter from Geoscience Ltd dated July 11, 2002, signed 6.7.3 by H. F. Poppendiek 6.5 RBI Shield 6.7.4 6.5.1 RBI ASTM C 1371 for Emittance by Celotex, dated June 24, 1998, MTS Job #258528, signed by R. W. Woltemar and S. D. Gatland II. 6.7.5 6.5.2 RBI ASTM E 96 for Permeability by R & D Services, Report #RD 99240, dated December 28, 1999, signed by R. S. Graves and D. W. Yarbrough PhD, P.E.. 6.7.6 6.5.3 RBI ASTM E 84 Flammability test 1. By Omega Point Laboratories dated August 28, 2001 report #15320-109423 signed by W. Fitch, P.E. 2. By Omega Point (foil both sides) report No 15320-98764 6.8 dated August 1, 1995 signed by William E. Fitch, P.E. 6.8.1 6.5.4 RBI Pliability, Corrosiveness & Delamination tests by SGS U. S. Testing Company Inc., Report #112119-3, 6.8.2 dated September 23, 1998, signed by F. Savino and G. Falla. 6.5.5 RBI ASTM C 1338 Fungi Resistance by SGS U. S. Testing Company Inc., Report #112119- 002R1, dated 6.8.3 September 15, 1998, signed by J. Lacirignola and D. K. Goins, PhD. 6.5.6 Lettter from John Starr of Covertech, dated November 3, 6.8.4 1999. Silver Shield Radiant BarrierASTM E 84 for Flammability by SGS U. S. Testing Company Inc., dated August 10, 2000, Report #143593-R1, signed by M. Ostrovsky and J. Van Houten Corrosivity Tests ASTM D 3310 by Geoscience Ltd., dated November 1995, GLTN - 76, signed by T. T. Saka and H. F. Poppendiek. Bleeding & Delamination ASTM C 1313 by R & D Services, dated October 2, 2000, signed by R. S. Graves, December 14, 2000. Toung Tear ASTM D 2661 by U. S. Testing, dated 27 October 1999, signed by C. Kehaya and C. R. Robertic CPP Fungal Resistance Testing ASTM C 1338 by U. S. Testing, dated August 14, 1998, signed by D. Keither Goins, Ph.D. FSK Shield FSK UL 723 for Flammability by Underwriters Laboratory Inc., File R8734, Project 78NK12547, dated June 12, 1979, signed by K. Rhodes and J. F. Smith. ASTM E 84 test on FSK Facing and R-11 unfaced fiberglass insulation by SGS U. S. Testing Report #120461-R1, dated March 27, 2001, signed by D. Lepore. ASTM E 84 test on FSK Facing and R-19 unfaced fiberglass insulation by SGS U. S. Testing Report #153379-1, dated March 26, 2001, signed by D. Lepore. ASTM E 84 test on FSK Facing and R-30 unfaced fiberglass insulation by SGS U. S. Testing Report #153379-2, dated March 26, 2001, signed by D. Lepore. 2133A PAGE 6 OF 6 CODE REFERENCES Florida Building Code - 2001 Edition Section 103.7 Alternate.Materials and Methods Section 708 Thermal Insulating Materials Standard Building Code - 1999 Edition Section 103.7 Alternate Materials and Methods Section 708 Thermal Insulating Materials Section 803.2 Classification Appendix E Energy Conservation Standard Building Code - •1997 Edition Section 103.7 Alternate Materials and Methods Section 708 Thermal Insulating Materials Section 803.2 Classification Appendix E Energy Conservation International One- and Two- Family Dwelling Code - 1998 Edition Section R-108 Alternate Materials and Systems Section 319 Insulation Appendix C Energy Conservation 8. 'COMMITTEE FINDINGS The Subcommittee on Evaluation in review of the data submitted finds that, in their opinion, the Alfol Type 1A, Vapor Shield AA -2, VR Plus Shield, RBI Shield, Silver Shield Radiant Barrier, Radiant Shield NT, and FSK Shield as described in this report conform with or are suitable alternates to those specified in the Standard Building Code, the Florida Building Code, and the International One and Two Family Dwelling Code or Supplements thereto. 9. LIMITATIONS 9.1 Insulations noted in Section 1 shall be installed in strict accordance with the manufacturer's installation instructions and this report. 9.2 When requested by the building official, this report shall be provided at the time of permit application. 9.3 None of these insulations may be installed exposed on the upper surface of the ceiling joists in the attic. 9.4 Only Alfol Type 1A, Vapor Shield AA -2, VR Plus Shield, and RBI were evaluated as reflective insulations to ASTM 1224. 10. IDENTIFICATION Each package or roll of Fi-Foil insulation produced under -this report shall be marked with the name and/or trademark of the manufacturer, the SBCCI Public Safety Testing and Evaluation Services, Inc. Seal, and the number of this report for field identification. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPORT INDEX FOR STATUS OF THIS LEGACY EVALUATION REPORT. For information on this report contact: Richard L. Beck, P.E. 205/599-9800 ICC -ES Evaluation Report ESR -1017 wwwAcc-es.ora 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 07 00 00 -THERMAL AND MOISTURE PROTECTION Section: 07 3213 --Clay Roof Tiles REPORT HOLDER: UNITED STATES TILE COMPANY 909 RAILROAD STREET CORONA, CALIFORNIA 92882-1906 (951)737-0200 www.ustile.com EVALUATION SUBJECT: ONE-PIECE "S," TAPERED TWO-PIECE MISSION, MONARCH TWO-PIECE MISSION, ROMANO" PAN, CLAYLITE®, CLAYMAX®, AND PROSHAKE CLAY ROOF TILES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code® (IBC) ■ 2006 International Residential Codee (IRC) ■ Other Codes (See Section 8.0) Properties Evaluated: ■ Weather resistance ■ Fire classification ■ Wind uplift resistance 2.0 USES The clay roof tiles described in this report are Class A roof coverings in accordance with the exception to IBC Section 1505.2 and IRC Section R902.1. 3.0 DESCRIPTION 3.1 General: The tiles are vitrified clay products, and are machine - formed and fired to various degrees and have a selection of burned -on colors. The various colors are obtained by controlled firing of the kilns. See Figure 1 for tile profiles and dimensions. 1 i 3.2 One -Piece "S" Tile: The tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 1/2 inch (12.7 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is 8 pounds per square foot (39.1 kg/m2), Reissued December 1, 2010 This report is subject to re-examination in two years. A Subsidiary of the International Code Council® and the tiles are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. The tiles conform to the Grade 2 physical requirements of ASTM C 1167. 3.3 Tapered Two -Piece Mission Tile: The tiles are 18 inches (457 mm) long, curved to approximately one-third of a circle, and have a chord width of 81/2 inches (216 mm) at the butt end and 7 inches (178 mm) at the smaller end. The tiles have an average thickness Of inch (12.7 mm) and an installed weight of 9.6 pounds per square foot (46.9 kg/m2). They are designed for installation with 11 -inch (279 mm) center -to - center spacing and a minimum 3 -inch (76 mm) headlap. The tiles conform to the Grade 2 physical requirements of ASTM C 1167. 3.4 Monarch Two -Piece Mission Tile: The tiles are 18 inches (457 mm) long, curved to approximately one-third of a circle, and have a chord width of 63/4 inches (171 mm) at the butt end and a chord width of 51/4 inches (133 mm) at the smaller end. The tiles have an average thickness of inch (12.7 mm). The installed weight is 10.7 pounds per square foot (52.3 kg /M2), when installation is with a 3 -inch (76 mm) head lap and a 9 -inch (229 mm) center -to -center spacing. One nail hole is provided at the top center of each tile. The tiles conform to the Grade 3 physical requirements of ASTM C 1167. 3.5 Romano Pan: The tiles are 18 inches (457 mm) long, 11 inches (279 mm) wide and 9/16 inch (14.3 mm) thick, with two nail holes near the top of the pan. The installed weight of the tiles is 9.9 pounds per square foot (48.3 kg/m2). They are designed for installation with Two -Piece Mission cover tiles with a 13 -inch (330 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. The tiles conform to the Grade 2 physical requirements of ASTM C 1167. 3.6 Claylite Tile: The tiles are similar in shape and size to the One -Piece "S" -shaped tiles. The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and ala inch (9.5 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is 5.9 pounds per square foot (28.8 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. The tiles conform to the Grade 3 physical requirements of ASTM C 1167. ICC -FS Eraluatton Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed E as an endorsement ofthe subject of the report or a recommendation for its use. there is no warranty by ICC Evaluation Service, LLC, express or implied, as to onyf+nding or other matter in this report, oras So any product covered by the report. Copyright ©2010 a � � � � I Page 1 of 7 ESR -1017 I Most Widely Accepted and Trusted Page 2 of 7 3.7 ClayMax Tile: The tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 13/32 inch (10.3 mm) thick, with two nail holes in the top. The installed weight of the tiles is 5.8 pounds per square foot (28.3 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. The tiles conform to the Grade 2 physical requirements of ASTM C 1167. 3.8 ProShake Tile: ' The ProShake tiles are 14 inches (356 mm) long, 81/2 inches wide (216 mm)'and 1 inch thick (25 mm), with two nail holes at the head of the tile. Interlocking details at the head of the tile and on the left side provide for installation with a 21/4 -inch (57 mm) head lap and a 0.8 -inch (20.32 mm) side lap. The installed weight of the tiles is 5.9 pounds per square foot (28.8 kg/m2). The tiles conform to the Grade 1 physical requirements of ASTM C 1167. The tiles are manufactured in two different textures, identified as Profile A and Profile B. 4.0 INSTALLATION 4.1 General: Except as otherwise noted in this report, installation must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, published by the Tile Roofing Institute and the Western States Roofing Contractors Association (hereinafter referred to as the TRI/WSRCA installation manual), and recognized in ICC -ES ESR -2015P. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. 4.1.1 Claylite Tiles: Claylite tiles must be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the pan side 1 /4 inches (44.3 mm) from the head end of the tile, may be used with the maximum allowable wind speed and roof height as shown in Table 1, for the zone and exposure as noted. Nails must be in' accordance with IBC Table 1507.3.7 or IRC Section R905.3.6, as applicable. Solid sheathing must be not less than 7/16 -inch (11.1 mm) oriented strand board or 15/32 -inch (11.9 mm) wood structural panels. Nails must be minimum No. 11 gage [0.1196 inch (3.03 mm)] and have minimum '/16 -inch - diameter (11.1 mm) heads. 4.1.2 Claymax Tiles: ClayMax tiles must be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the center, 13/4 inches (44.3 mm) from the head end of the tile, may be used with the maximum allowable wind speed and roof height as shown in Table 2, for the zone and exposure as noted. Nails must be ini accordance with IBC Table 1507.3.7 or IRC Section R905.3.6, as applicable. Solid sheathing must be not less than '/16 -inch (11.1 mm) oriented strand board or 15/32 -inch (11.9 mm) wood structural panels. Nails must be minimum No. 11 gage [0.1196 inch (3.03 mm)] and have minimum '/16 -inch - diameter (11.1 mm) heads. 4.1.3 ProShake Tiles: ProShake tiles must be fastened to the sheathing in accordance with Table 3 of this report. In jurisdictions subject to snow, a minimum of two fasteners are required per tile. The roof deck must be minimum 7/16 -inch -thick (11.1 mm) oriented strand board or 15/32 -inch -thick (11.9 mm) plywood. Fasteners must have a minimum corrosion resistance of ASTM A 641 Class 1 and must be of sufficient length to penetrate 3/4 inch (19 mm) into or through the thickness of the sheathing. Nails must be minimum No. 11 gage [0.1196 inch (3.03 mm)] and have minimum 3/8 -inch -diameter (9.1 mm) heads. Screws must be No. 8 flat head wood screws having a minimum 0.135 -inch (3.43 mm) shank diameter and minimum 0.335 - inch (8.51 mm) head diameter. 4.2 Adhesively Attached Systems: The clay roof tiles may be installed with roof tile adhesives that are recognized in a current ICC -ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these adhesive set systems must be in accordance with the adhesive manufacturer's ICC -ES evaluation report. 4.3 Roof Slope Limitation: The roof tiles, except the ProShake tiles, must be installed on a minimum roof slope of 21/2:12 (20.83 percent). The ProShake tiles must be installed on a minimum roof slope of 3:12 (25 percent). 4.4 Roofing Classification: When installed as described in this report, the roof tiles are Class A roof coverings in accordance with the exception to IBC Section 1505.2 and IRC Section R902.1. 4.5 Wind Resistance: 4.5.1 General: When installation is on roof slopes greater than 21:12 (175 percent), the noses of all tiles must be securely fastened. 4.5.2 High Wind Applications: For applications beyond the prescriptive parameters of IBC Section 1507.3.7 and IRC Section R905.3.7, the fastening systems must be determined to withstand the aerodynamic uplift moment in accordance with the Design Considerations for High Wind Applications in Appendix B of the TRI/WSRCA installation manual. 4.6 Reroofing Applications: The tiles may be installed over existing roofs, provided the requirements of IBC Section 1510 and IRC Section R907, as applicable, are met. The roof classification is as noted in Section 4.4. 5.0 CONDITIONS OF USE The clay roof tiles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The roof tiles are manufactured, identified and installed in accordance with this report, the TRI/WSRCA installation manual and the applicable code. If there is a conflict between this report and the installation manual, this report governs. 5.2 The roof sheathing and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code, subject to the approval of the code official. 6.0 EVIDENCE SUBMITTED Data in accordance with ICC -ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated August 2007. 7.0 IDENTIFICATION The letters "U.S.T." are embossed on the underside of each tile (except the ProShake tiles), near the nail hole. The ProShake tiles are embossed with the words "Bora) US Tile ProShake Plus A or Boral US Tile ProShake Plus ESR -1017 ( Most Widely Accepted and Trusted Page 3 of 7 B" on the underside of each tile. Additionally, a tag must be attached to each shipping pallet that bears the report holder's name (United States Tile Company) and address, the product name, the evaluation report number (ESR -1017) and the installed weight. 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the codes referenced in Section 1.0, the products in this report were evaluated for compliance with the requirements of the 1997 Uniform Building Code® (UBC). 8.2 Uses: The clay roof tiles described in this report are noncombustible roof coverings in accordance with UBC Section 1504.2. 8.3 Description: See Section 3.0. 8.4 Installation: 8.4.1 General: See Section 4.1 except for the following: Replace the language in Section 4. 1.1 to read as follows: Claylite Tiles: Claylite tiles must be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the pan side 13/4 inch (44.3 mm) from the head end of the tile, may be used when the following conditions are met: a. The roof slopes do not exceed 7:12 (58.3% slope). b. Solid sheathing must be not less than 7/16 -inch (11.1 mm) oriented strand board or 15/32 -inch (11.9 mm) wood structural panels. c. The structure is located in an area designated by the building official as being subject to a maximum basic wind speed of 80 miles per hour (129 km/h), Exposure C, with the roof height up to 40 feet (12 192 mm) above grade. Replace the language in Section 4.1.2 to read as follows: ClayMax Tiles: ClayMax tiles must be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the center, 13/4 inch (44.3 mm) from the head end of the tile, may be used when the following conditions are met: a. The roof slope does not exceed 7:12 horizontal (58.3% slope). b. Solid sheathing is not less than '/16 -inch (11.1 mm) oriented strand board or 15/32 -inch (11.9 mm), four -ply, three -layer wood structural panels. c. The structure is located in an area designated by the building official as being subject to a maximum basic wind speed of 80 miles per hour (129 km/h), Exposure C, with the roof height up to 40 feet (12 192 mm) above grade. Installation details pertinent to the ClayMax tiles are as follows: a. Hips and ridges are provided with continuous nominally 2 -by -3 nailers to support ClayMax trim tiles. b. Continuous nailers along the gable rakes are not required. Section 4.1.3 remains the same except that ProShake tiles must be fastened to the sheathing in accordance with Table 4 of this report. 8.4.2 Adhesively Attached Systems: See Section 4.2. 8.4.3 Roof Slope Limitation: See Section 4.3. 8.4.4 Roofing Classification: When installed as described in this report, the roof tiles are noncombustible roof coverings in accordance with UBC Section 1504.2. 8.4.5 Wind Resistance: 8.4.5.1 General: See Section 4.5.1. 8.4.5.2 High Wind Applications: For applications beyond the prescriptive parameters of UBC Section 1507.7, the fastening systems must be determined to withstand the aerodynamic uplift moment in accordance with the Design Considerations for High Wind Applications in Appendix B of the TRI/WSRCA installation manual. 8.4.6 Reroofing Applications: The tiles may be installed over existing roofs, provided the requirements of the Appendix to UBC Chapter 15 are met. The roof classification is as noted in Section 8.4.4. 8.5 Conditions of Use: The clay roof tiles described in this report comply with, or are suitable alternatives to what is specified in the UBC, subject to the conditions noted in Section 5.0 8.6 Evidence Submitted: See Section 6.0. 8.7 Identification: See Section 7.0. ESR -1017 I Most Widely Accepted and Trusted Page 4 of 7 TABLE 1—MAXIMUM WIND SPEEDS (IBC AND IRC) FOR CLAYLITE TILES—ONE-FASTENER INSTALLATION BUILDING HEIGHT (ft) 7°5 Cl 5 27° 7°5 0 S 27" 27° S II S 45° 27° 5 Cl 5 45° ZONE 3 EXPOSURE B ZONE 2 EXPOSURE B ZONE 3 EXPOSURE B ZONE 2 EXPOSURE B 20 91 124 137 137 40 87 119 132 132 60 N/A 112 124 124 ZONE 3 EXPOSURE C ZONE 2 EXPOSURE C ZONE 3 EXPOSURE C ZONE 2 EXPOSURE C 20 N/A 109 121 121 40 N/A 102 112 112 60 N/A 97 109 109 For SI: 1 foot = 304.8 mm; 1 mph = 1.61 km/h. TABLE 2—MAXIMUM WIND SPEEDS (IBC AND IRC) FOR CLAYMAX TILES—ONE-FASTENER INSTALLATION BUILDING HEIGHT (ft) 7°5 Q S 27° 7°5 0 5 27° 27° S Q 5 45° 27° S 0:5 45° ZONE 3 EXPOSURE B ZONE 2 EXPOSURE B ZONE 3 EXPOSURE B ZONE 2 EXPOSURE B 20 105 142 157 157 40 100 136 151 151 60 95 129 142 142 ZONE 3 EXPOSURE C ZONE 2 EXPOSURE C •ZONE 3 EXPOSURE C ZONE 2 EXPOSURE C 20 92 125 139 139 40 86 117 129 129 60 N/A 112 124 124 For SI: 1 foot = 304.8 mm; 1 mph = 1.61 km/h. ESR -1017 I Most Widely Accepted and Trusted Page 5 of 7 TABLE 3—MAXIMUM WIND SPEEDS (IBC AND IRC) FOR PROSHAKE TILES For SI: 1 mph = 1.61 km/h, 1 inch = 25.4 mm, 1 foot = 304.8 mm. 'Topographic effects, located in any exposure category, are designed in accordance with Section 6.5.7 of ASCE 7. 2See Section 4.1.3 for fasteners. TABLE 4—MAXIMUM WIND SPEEDS (UBC) FOR PROSHAKE TILES MAXIMUM BASIC (3 -SECOND GUST) WIND SPEED SHEATHING MINIMUM THICKNESS (in.) 2 FASTENER(S) BUILDING HEIGHT (ft) 2.25 -inch Headcap Slope: 3:12 to 7:12 Slope: > 7:12 Exposure B' Exposure C' Exposure B' Exposure C' 20 106 94 136 120 Plywood '5/32 1 screw 40 102 87 130 111 60 1 97 N/A 124 107 20 170 151 170 170 Plywood 15/32 2 screws 40 164 140 170 170 60 155 135 170 170 Plywood 15/32 1 nail 20 40 92 88 N/A N/A 118 113 104 96 Plywood '5/32 1 nail 60 N/A N/A 107 92 20 115 101 146 129 Plywood 15/32 2 nails 40 110 94 141 120 Plywood 75/32 2 nails 60 104 90 133 115 20 117 103 149 132 OSB 7 /16 1 screw 40 112 96 143 123 OSB 7/16 1 screw 60 106 92 136 118 20 153 135 170 170 OSB 7/16 2 screws 40 60 147 139 126 120 170 170 160 154 OSB '/16 2 screws 20 87 N/A 111 98 OSB '/16 2 nails 40 N/A N/A 100 91 60 N/A N/A 101 88 For SI: 1 mph = 1.61 km/h, 1 inch = 25.4 mm, 1 foot = 304.8 mm. 'Topographic effects, located in any exposure category, are designed in accordance with Section 6.5.7 of ASCE 7. 2See Section 4.1.3 for fasteners. TABLE 4—MAXIMUM WIND SPEEDS (UBC) FOR PROSHAKE TILES For SI: 1 mph = 1.61 km/h, 1 inch = 25.4 mm, 1 foot = 304.8 mm. 'See Section 4.1.3 for fasteners. MAXIMUM BASIC (FASTEST MILE) WIND SPEED SHEATHING MINIMUM THICKNESS (in.) FASTENER(S) BUILDING HEIGHT (ft) 2.25 -Inch Headlap Slope: 3:12 to 7:12 Slope: > 7:12 Exposure B Exposure C Exposure B Exposure C 20 115 89 130 105 Plywood 15/32 1 screw 40 103 82 130 105 60 92 76 118 97 20 130 130 130 130 Plywood 15/32 2 screws 40 130 130 130 130 80 130 122 130 130 20 99 77 127 98 Plywood '5/32 1 nail 40 89 71 113 91 80 80 N/A 102 84 20 124 96 130 122 Plywood 75/32 2 nails 40 111 89 130 113 80 100 82 130 105 20 104 130 130 130 OSB 7/16 1 screw 40 96 121 127 123 60 92 113 119 118 20 130 128 130 130 OSB '/16 2 screws 40 130 118 130 130 80 130 110 130 130 20 94 73 120 90 OSB 7/16 2 nails 40 84 N/A 107 86 80 76 N/A 96 80 For SI: 1 mph = 1.61 km/h, 1 inch = 25.4 mm, 1 foot = 304.8 mm. 'See Section 4.1.3 for fasteners. ESR -1017 I Most Widely Aci HEAD END 7 `� 18 epted and Trusted TOP HEAT ENE PAN 8'I2" 18 TAPERED TWO-PIECE MISSION ROOF TILE y \, END 1 E -PIECE "S" AND CLAYLITO I ROOF TILE t8'si 13" `yam, CLAYMAr ROOF TILE FIGURE 1—TILE PROFILES Paae 6 of 7 ROMANOO PAN ESR -1017 I Most Widely Accepted and Trusted Page 7 of 7 HEAD END PAN 6 I Burr. END 5, .sem% MONARCH TWO-PIECE MISSION ROOF TILE Profile A Profile B PROSHAKE TILE FIGURE 1—TILE PROFILES (Continued) For SI: 1 inch = 25.4 mm. Plan and Install eld Silver Shield?"" Radiant Barrier comes in three roll widths to fit standard spacing of 16" and 24" on center, as well as, a width for 30" hip roof applications. Determining the Project Quantity or Square Foot Requirement 3 The amount of Silver Shield TM Radiant Barrier needed is equal to the area of your "roof' — not just the area of your home. You will need to measure the pitch of your roof to find the area. The following diagram describes how to P take the measurement. To estimate the "roof' area, think of your home as a basic square or rectangle. Measuring your roof's pitch ' Measure Ns distance. For examde, 4 6', you have a 6:12 titch. Pitch ftonf Prtch Factor 2:12 1.02 3;12 1.03 4:12 1.06 5.1.2 1.08 6:12 1.12 7:12 1.16 8.12 1.20 Determine the amount of Silver Shield TM Radiant Barrier needed Note: It is recommended that the following also be included in your calculations: 1. Gable Ends 2. Roof over porches or Lanais 3. Roof over attached garages 4. Knee Walls over wall insulation Installation Instructions: Downloadable PDF of Silver Shield Radiant Barrier Installation it Your info Exam* A) HorrWs square footage inckAng attached garage 2,300 sq ft Of a*ublel 8) Roof pitch 5:12 C) Roof pkb factor from 1.08 We 1 01 kxC 2.300x 1.08= 2,484 Note: It is recommended that the following also be included in your calculations: 1. Gable Ends 2. Roof over porches or Lanais 3. Roof over attached garages 4. Knee Walls over wall insulation Installation Instructions: Downloadable PDF of Silver Shield Radiant Barrier Installation it HIP ROOF APPLICATION cont. B. Silver Shield T11 as Baffle OPTION "B" 1. Tuck back over block or wood wall to allow the mass insulation to extend Use Silver Shield ENING over the top of the wall and staple to top of horizontal furring or top plate. as a Baffle 3. TO e' OM GIRDER Note: If no furring strip or top plate tuck over wall and double staple to Hi SET TTRBUSS TRUSS side of truss. STOP II TOr 2. Continue to Girder Truss. ABOVE MASS I"s"LATID" 3. Leave a 3" to 6" opening at the cross member to allow cavity to vent. 4. Cut out sections of Silver Shield T" for other roof vents. TO 2' SPACE nnnnnnn 5. Enclose each end of the product by folding the ends over twice to form a SOFFIT VENT �. fint 3/4" reflective air space (Refer to Exhibit 1) Step Up Hip Trusses 1. Use 30" wide Silver Shield TI 2. Staple every 4" to 8" 3. Cover entire cavity - The cavities do not need ventilated due to perforations on the material. BEST APPLICATION K CA ENING 3. TO e' OM GIRDER TRUSS 2GIRDER ATERIAL STAPLED TOTOPCHORD OF TRUSS TO 2' SPACE �. fint INSULATION Q. 3 SINGLE ASSEMBLY SOLUTIONS Silver ShieldTM Stapled to Deck Poly Vent Maintains Airspace Silver Shiel Recessed St BONUS ROOM AND KNEE WALL ASSEMBLY SOLUTIONS Silver ShieldTM Stapled to Studs with 3/4" Airspace to Open into Wall Cavity �nnnnn Mass Insulation Silver ShieldTM Stapled to Studs Wall Stud with No Internal Airspace (11111AAA Mass Insulation Drywall U U U U EXTERIOR WALL ASSEMBLY SOLUTIONS Exterior Wall Silver ShieldTM Recessed Stapled Airspace A A A A A } /1 '' Masts Intslulatiton f I Wall Stud Drywall Final Notes: 1. Generally leave a 3" clearance around flues, chimneys, and other heat pro- ducing electrical and mechanical devices. Refer to your local building code or ASTM C1258 and C727 for more information. 2. For corrosive environments: Use Rust -Proof Staples 3. Measurements are approximate. 4. Mass Insulation = Fiberglass, cotton, cellulose, foam board, or Sprayfoam Rev. 4/2009 Lllt ' RADIANT INSI/LATION SOLLTLONS A PO Box 800 Auburndale, FL 33823 Phone: (800) 448-3401 Fax: (863) 967-0137 . www.fifoil.com 440f Mall, Our Solutions Reflect on You New Construction - There are two primary applications 71 �..� of Silver Shield for new construction; roofs and walls. Stapling - In all applications the product should be sta- ` Silver Shield pled every 4" to 8". Proper Storage: Store insulation material in a dry, cov- ered facility away from temperature extremes and weather elements. Handling: Protect material during handling and installation to prevent damage. Re -Installation: Product is not covered by the product warranty. TWO PRIMARY METHODS OF INSTALLATION FOR ROOF CAVITIES ROOF DIAGRAM A Tin T-- SIDE TO FACE { ? 1 METHOD FACE-TO-FACE METHOD Scissors or Razor Knife Tape Measure woo -- >° STAPLER Gable End Trusses 1. Install vertically with framing 2. Enclose the entire gable - The cavities do no>need Z*ah ventilated due to perforations on the materia HIP ROOF APPLICATION Silver Shield T11 using: A. Standard Insulation (proper vent or cardboard) baffle 1. Begin Silver Shield' approximately 1" to 2" above mass insulation or cardboard baffle if used and continue to Girder Truss PROPEERR VENT O 2. Continue to Girder Truss. CARDBOARD' BAFFLE 3. Leave a 3" to 6" opening at the cross member to allow cavity to vent. 4. Cut out sections of Silver Shield— for other roof vents. 5. Enclose each end of the product by folding the ends over twice to soFFrrvEnn form a 3/4" reflective air space (Refer to Exhibit 1) LEAVE OPENING a• to s• 7' SBACK FROM GIRDER HIP -TRUSS TRUSS HIP GIRDER MATERIAL STAF TRUSS TO TOP CH01 OF TRUSS .TO 2' SPACE CONTINUOUS ROOF APPLICATION Silver ShieldT"' using: OPTION ccAa TYPICAL OFF CALLEAVE A. Standard Insulation (proper vent or cardboard) baffle Standard Insulation3"T0S" 1. Begin Silver Shield"" approximately 1" to 2" above mass insulation or card- Baffle board baffle if used. eIIIDGEENTYPOFF RIAL STAPLED TO 2. Leave a 3" to 6" opening at the ridge. PROPER VHORD OFTMUSS 3. Cut out sections of Silver ShieldT" for other roof vents. CARDB RD 4. Enclose each end of the product by folding the ends over twice to form a BAFFLE 3/4" reflective air space (Refer to Exhibit 1) SOFFIT VENT INSULATION B. Silver ShieldT as Baffle OPTION 1113" 1. Tuck back over block or wood wall and staple to top of horizontal fur- Use silver shield TYPICAL OFF RIDGE VENT .\ ring or top plate. Note: If no furring strip or top plate tuck over wall and a Baffle 3 TO6 double staple to side of truss. START ABOVE 2. Cut or Leave a 1" to 2" opening above mass insulation in close prox- t•T02• SPACE T imity where Silver Shield M and mass insulation meet. STOP t' TO 2' ABOVE MASS MATERIAL STAPLED TO TOP CHORD OF TRUSS 3. Leave a 3" to 6" opening at the ridge INSULATION 4. Cut out sections of Silver Shield—for other roof vents.. �t•T02" SPACE' INHORIZONTSULATION 5. Enclose each end of the product by folding the ends over twice to formaST STRI TO HOR20NTAL Pk1DEWALL 3/4" reflective air space (Refer to Exhibit 1) SOFFIT NT BOCK WALL OR TOP PLATE FRASTAPLE Gable End Trusses 1. Install vertically with framing 2. Enclose the entire gable - The cavities do no>need Z*ah ventilated due to perforations on the materia HIP ROOF APPLICATION Silver Shield T11 using: A. Standard Insulation (proper vent or cardboard) baffle 1. Begin Silver Shield' approximately 1" to 2" above mass insulation or cardboard baffle if used and continue to Girder Truss PROPEERR VENT O 2. Continue to Girder Truss. CARDBOARD' BAFFLE 3. Leave a 3" to 6" opening at the cross member to allow cavity to vent. 4. Cut out sections of Silver Shield— for other roof vents. 5. Enclose each end of the product by folding the ends over twice to soFFrrvEnn form a 3/4" reflective air space (Refer to Exhibit 1) LEAVE OPENING a• to s• 7' SBACK FROM GIRDER HIP -TRUSS TRUSS HIP GIRDER MATERIAL STAF TRUSS TO TOP CH01 OF TRUSS .TO 2' SPACE M Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/18/2011 Electronically Signed at Ca10ERTS.com by Stephen Nieto (South West Concepts) 11/18/2011 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Weidner Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11111712011 Date Project Address The Madison Club Lot -94B La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,042 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF -411 must be provided per Part 2 of 5 of this form. 0 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 Roof Wood Framed Attic R-38 3,810 Radiant Barrier (f New Wall Wood Framed R-21 5,208 New Door Opaque Door None 20 1 CITY OC Slab Unheated Slab -on -Grade None 3,810 Perim 7J 37BUIL0 e DE l-tol ` RUC7 DAT1Z FENESTRATION U - Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Front (NE) 58.0 0.350 0.33 none none Bug Screen New Left (SE) ,, .'„ 120.0 - 0.350; ;;z ,:,_-,;.,0.33 •-.-8:0..x-_ --_-;none *------, -Bug Screen;__;_;_ New Left (SE)l 32.2 ',. 0.350 0.33 ; none - : _: none '' ; Bug: Screen New Left (SE) ` ,,064.0 j r 10.350 0.33 10.0 . 'none.' J Bug Screen'. Y1 -New Left (§E). ,,48.0'. #' 0.350 0:33' 6.0 �..• � none, _ f Bug Screen New Rear (SM "��.�,_S r92.0` 'r 0.350,' :.,0.33 noneF none Bug Screen New Rear (SIAq 64.0 0.350 0.33 4.0 none Bug Screen New Rear (SW) 240.0 0.350 0.33 10.0 none Bug Screen New Right (NM 183.6 0.350 0.33 none none Bug Screen New Left (SE) 47.0 0.350 0.33 4.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Gas 50 0.62 All Pipes Ins New EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011.11-17718:13:49 ID: Pae 1 of 7 Reg: 211-N0060124A-000000000-0000 Registration Date/Time: 2011/11/18 00:08:00 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/18/2011 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 11/18/2011 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Weidner Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11/17/2011 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. The HVAC System HVAC must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. 'The Roof R-38 Roof Attic includes credit.for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specked in Residential Appendix RA4.2.2. 7 f HERS REOUIRED VERIFICATION Items in this section requlre:field testing'and/or verification by a certified HERS Rater. The inspector.must receive a com leted CF>4R form for each of the;•measures listed beldw for final to beiven. The Cooling System -Carrier 24ACA436158CVX070 includes credit for a 11.2 EER Condenser. A certified HERS rater must field verify the installation of the correct,C.ondenser. The HVAC System HVAC:ncorporates HERS Vented Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified critenzr.: The Cooling System Carrier 24ACA436158CVX070 includes credit for a 11.2 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2011.11.17718:13:49 ID: Page 2 of 7 Reg: 211-N0060124A-000000000-0000 Registration Date/Time: 2011/11/18 00:08:00 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/18/2011 Electronically Sinned at CalCERTS.com by Steohen Nieto (South West Concents) 11/18/2011 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date Weidner Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 11/17/201 ANNUAL ENERGY USE SUMMARY TDV (kBtuift2 yr Space Heating 5.31 5.33 -0.03 Space Cooling 54.08 46.09 7.99 Fans 10.86 12.18 -1.32 Domestic Hot Water 6.81 6.22 0.60 Pumps 0.00 0.00 0.00 Totals 77.07 69.82 7.25 Percent Better Than Standard: 9.4% BUILDING COMPLIES - HERS VERIFICATION REQUIRED ATEMENT`:OF C ..:::.:....... This certificate of compliance lisfs the building features and specifications needed to comply with Title 24 ;;Parts 1 14h Administrative Regulations and Part 6 the Efficiency Standards of th'e=California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 11/17/2011 Address 77-085 Michigan Drive Name Tim Scott Citv/State/Zio Palm Desert, Ca 92211 Phone (760) 200-4780 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 South West Concepts Address 78-115 Calle Estado Name Steve Nieto City/State/Zip La Quinta, CA 92253 Phone (760) 564-4707 Signed License # Date Reg: 211-N0060124A-000000000-0000 Registration Date/Time: 2011/11/18 00:08:00 HERS Provider: Ca10ERTS, Inc t Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/18/2011 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 11/18/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Weidner Residence j Building Type 0 Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11/17/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 2,578 0.026 R-381 0 0 New 4,2.1-A9 First Floor Wall 750 0.069 R-211 63 90 New 4.3.1-A6 First Floor Door 20 1.450 None 63 90 New 4.5.1-A1 First Floor Wall 873 0.069 R-21 153 90 New 4.3.1-A6 First Floor Wall 553 0.069 R-21' 243 90 New 4.3.1-A6 First Floor Wall 1,077 0.069 R-21 i 333 90 New 4.3.1-A6 First Floor Slab 3,200 0.730 None 0 180 New 4.4.7-A1 First Floor Slab 610 0.730 None 0 180 New 4.4.7-A1 First Floor Roof 1,232 0.026 R-38. 0 0 New 4.2.1-A9 SecondFloor Wall 532 0.069 R-211 63 90 New 4.3.1-A6 SecondFloor Wall 493 0.069 R-211 153 90 New 4.3.1-A6 SecondFloor Wall 461 0.069 R-21 243 90 New 4.3.1-A6 SecondFloor Wall 469 0.069 1 R-211 333 90 New 4.3.1-A6 SecondFloor FENESTRATION SURFACE DETAILS ID Type Area . U -Factor SHGC2 Azm Status Glazing Type Location/Comments 1 Window 28.0 0.350 NFRC 0.33 NFRC 63 New Traditional Window First Floor .2 Window 6:0 0.350 NFRC 0.33 NFRC 63 New Traditional Window First Floor 3 Window >-- 6.0 0.350 NFRC 0.33 NFRC 63 New Traditional Window First Floor 4 Window 24.0 .0.350 NFRC 0.33 NFRC 153 New. Traditional Window First Floor 5- Window . _._ .9.0 0.350 NFRGa._.. . _0.33 NFRC_.._ ___..153 New__ . Traditional Window- a -, First Floor 6 ' Window `q X9.0 0.350 NFRC ,,i ;,e,, 0.33 NFRC =-,-153 New Traditional, Window ! it First Floor 7 Window. •'9.0 0.350 NFRC { 0.33 NFRC i y'_ 153 New, Traditional Window .a_ ' First Floor 8 Window 2.6 :0.350 NFRC's 0.33 NFRC i 153 New r^ Traditional Window k First Floor -------------- 9 Window 2:6 x0.350 NFRC 0.33 NFRC_ r 153 New i is Traditional Window N First Floor_ e., 10 Window _4 164.0 t 0.350 NFRC V 0.33 NFRC ... X153 New_'• i Traditional Window] First Floor 11 WindowAc !, :.48.0 , • 0.350 NFRC ' -0.33 NFRC p. 153 New Traditional Window First Floor 12 Window 48.0 -0.350 NFRC 0.33 NFRC. - - 153 New Traditional Window First Floor 13 Window 48.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window First Floor 14... Window;. ?2.6 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 15 Window 12.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 16 lWindow 40.0 _ 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor (1) LI -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 Hot Wd Ove hang Left Fin Len H t LEA REA Dist Len Right Fin H t Dist Len I Hot 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 8.0 3.0 8.0 0.1 8.0 8.0 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 8.0 8.0 10.0 0.1 10.0 10.0 11 Bug Screen 0.76 8.0 6.0 6.0 0.1 6.0 6.0 12 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 13 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 14 Bug Screen 0.76 15 Bug Screen 0.76 8.0 1.5 4.0 0.1 4.0 4.0 16 Bug Screen 0.76 8.0 5.0 4.0 0.1 4.0 4.0 I EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-11-17718:13:49 ID: Pa e 4 of 7 Reg: 211-N0060124A-000000000-0000 Registration Date/Time: 2011/11/18 00:08:00 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/18/2011 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 11/18/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Weidner Residence Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11111712011 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGCz Azm Status Glazing Type Location/Comments 17 Window 12.0 0. 3501 NFRC 0.33 NFRC 243 New Traditional Window First Floor 18 Window 160.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 19 Window ` M `48.0 . 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 20 Window 32.0 : 0.350 NFRC 0.33 NFRC 243 New Traditional Window First Floor 21 � Window_. 2.3 0.350 NFRC _ ..,0.33 NFRC_ ___333 New Traditional. Window �. _ First Floor 22 Window N,4 2.3 0.350 NFRC ,,+ f' 0.33 NFRC. - 333 New " '° Traditional, Window 'First Floor 23 Window 148.0 0.350 NFRC .` 0.33 NFRC 333 New, Traditional Window First Floor 24 Window 48.0 :2 0.3501 NFRC 0.33 NFRCV ;. f 333 New, rr Traditional Window X First Floor ' 25 Window 12.0 f 0.350 1 NFRC 0.33 NFRC s 333 New. Traditional Window N "' First Floor,., e, 26 Window ,# 6.0 , ,0.350 NFRC - 0.33 NFRC .4.63 New, i Traditional Window,, SecondFloor, 27 Windowre. r:°"02.0 ,••0.350 NFRC ' -40.33 NFRC' 63 New Traditional Window SecondFloor;. 28 Window - 7.0 .0.350 NFRC 0.33 NFRC 153 New Traditional Window SecondFloor 29 Window _ 40.0 0.350 NFRC 0.33 NFRC 153 New Traditional Window SecondFloor 30 . Window. 417.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 31 Window 7.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 32 Window 7.01 0.350 1 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t I Wd Ove hang Left Fin Len H t LEA REA Dist Len I Right Fin H t Dist Len H t 17 Bug Screen 0.76 8.01 1.5 4.0 0.1 4.0 4.0 18 Bug Screen 0.76 10.0 16.0 10.0 0.1 10.0 10.0 19 Bug Screen 0.76 8.0 6.0 10.0 0.1 10.0 10.0 20 Bug Screen 0.76 8.0 4.0 10.0 0.1 10.0 10.0 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 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 3.5 2.0 4.0 0.1 4.0 4.0 29 Bug Screen 0.76 8.0 5.0 4.0 0.1 4.0 4.0 30 Bug Screen 0.76 31 lBug Screen 0.76 32 JBug Screen 1 0.761 1 i EnergyPro 5.1 by EnergySoft User Number. 6712 Run Code: 2011-11-17718:13:49 ID: Pae 5 of 7 Reg: 211-N0060124A-000000000-0000 Registration Date/Time: 2011/11/18 00:08:00 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/18/2011 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 11/18/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Weidner Residence Building Type M Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11/17/2011 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix CavitvlExterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 33 Window 7.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 34 Window 10.7 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 35 Window 40.0 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 36 Window 10.7 0.350 NFRC 0.33 NFRC 243 New Traditional Window SecondFloor 37 Window 7.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 38 Window 7.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 39 Window 10.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 40 Window 10.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 41 Window 10.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 42 Window 9.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 43 Window 6.0 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor 44 Window 9.6 0.350 NFRC 0.33 NFRC 333 New Traditional Window SecondFloor (1) Ll -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B - Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC H t Wd Ove hang Len H t LExt REA Dist Left Fin Right Fin Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 Ene Pro 5.1 by EnerqySoft User Number. 6712 RunCode: 2011-11-17718:13:49 ID: Page 6 of 7 Reg: 211-N0060124A-000000000-0000 Registration Date/Time: 2011/11/18 00:08:00 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 11/18/2011 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 11/18/2011 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Weidner Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11/17/201 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built HVAC First Floor 3,810 45,720 HVAC Second Floor 1,232 12, 320 Totals 5,042 0 0 0 HVAC SYSTEMS System Name Ot : Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC 2 Central Fuma-ce 80% AFUE Split Air Conditioner 13.0 SEER Setback New f. X d F !I N HVAC DISTRIBUTION, • € #, rl I A I z System Name Heating - __"Duct ti Cooling Duct Location R -Value Ducts - Tested? Status HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC - Ducted Ducted Attic, Ceiling Ins, vented 8.0 D New 13 13 WATER HEATING SYSTEMS S stem Name 01y. Type Distribution Rated Input Btuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status RHEEM 41-R50N 1 Small Gas All Pipes Ins 40,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft c 0 v ti a System Name Pipe Len th Pipe Diameter Insul. Thick. HP Plenum Outside Buried ❑ 13 EnergyPro 5. 1 by EnergySoft User Number. • 6712 RunCode. 2011-11-17T18:13.49 ID: Pae 7 o/ 7 Reg: 211-N0060124A-000000000-0000 Registration Date/Time: 2011/11/18 00:08:00 HERS Provider: CalCERTS, Inc PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF. BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 i RIVERME COQ FUM DEPARTMEW' . IN COOPERATION WITH THE CALIFORNIA DEPARTMENT.OF FORESTRY AND FIRE PROTECTION 77 -933 -Las Montanas Rd'., Ste. #201, Palm Desert, CA 92211=4131 • Phone. (760) 863-8886 • Fax (760) 863-7072• www.rvcfire.org i I May 25, 2011 i Fire Protection Specialist PO BOX 1955 Indio, CA 92202 I 1) II CITY OF LA QUINTA BUILDING & SAFETY DEPT. F.APPROVED C NSTRUCTI N DAT / 8 I By S, �If-I�ol Re: ; Residential Fire Sprinkler Plan Review The Weidner Residence 53-571 Fremont Way 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'/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. 5) 'Refer to Approved fire sprinkler plans for "red -lined" change to general note. G and 7 on Page FP -2. 6) The riser shutoff valve is prohibited (2010 CRC sec. R313.3.3.2) The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. (b) Fire Riser Flush (c) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection. Sincerely, By Jason Stubble Fire Safety Specialist FOR Weidner Residence The Madison Club Lot 946 La Quints, CA. DATE: 9-28-11 Fire Sprinkler Product Submittal SUBMITTED BY: Fire Protection Specialist PO BOX 1955 Indio; CA 92202 Phone 760/ 340-3602 Fax 760/ 342-9440 California State License 738506 C-16 � a FOR Weidner Residence The Madison Club Lot 946 La Quints, CA. DATE: 9-28-11 Fire Sprinkler Product Submittal SUBMITTED BY: Fire Protection Specialist PO BOX 1955 Indio; CA 92202 Phone 760/ 340-3602 Fax 760/ 342-9440 California State License 738506 C-16 IRE PROTECTION SPRINKLER SYSTEM SECTION 1 - SPRINKLER HEADS SECTION 2 - PIPE AND FITTINGS SECTION 3 - PIPE HANGERS SECTION 4 - WATER SUPPLY COMPONENTS 1 f+ f ' E IRE PROTECTION SPRINKLER SYSTEM SECTION 1 - SPRINKLER HEADS SECTION 2 - PIPE AND FITTINGS SECTION 3 - PIPE HANGERS SECTION 4 - WATER SUPPLY COMPONENTS r- t SECTION 1 Fire Suppression tqco & Bui/ding Products Technical Services 800-381-93121+1-401-781-8220 www tyro-fire.com Series LFII Residential Spirinklers Flat -Plate Concealed Pendent 4.9 K -Factor General Description The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinklers (TY2524) are decora- tive, fast response, fusible solder sprin- klers designed for use in residential oc- cupancies such as homes, apartments, dormitories, and hotels. The Cover Plate/Retainer Assembly con- ceals the sprinkler operating compo- nents above the ceiling. The flat profile of the Cover Plate provides the optimum aesthetically appealing sprinkler design. Additionally, the concealed design of the Series LFII Residential Flat -Plate Con- cealed Pendent Sprinklers provides 1/2 inch (12.8 mm) vertical adjustment. This adjustment provides a measure of flex- ibility when cutting fixed sprinkler drops. The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers are in- tended for use in the following systems: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D j • wet and dry pipe residential, sprin- kler systems for residential occu- pancies up to and including four sto- ries in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of spnnlder systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 Historically, residential sprinklers, based on their Listing, have been limited to wet pipe sprinkler systems to assure speed of water delivery for a given pre- scribed design area (number of design sprinklers). The Listing for the Series LFII Residen- tial Flat -Plate Concealed Pendent Sprin- kler now offers the laboratory approved option of designing dry pipe residential sprinkler systems. For dry systems, as described in U.S. Patent 7,712,543, through extensive testing it has been determined that the number of design sprinklers (hydrau- lic design area) for the Series LFII Resi- dential Flat -Plate Concealed Sprinklers (TY2524) need not be increased over the number of design sprinklers (hydrau- lic design area) specified for wet pipe sprinkler systems, as is customary for density/area sprinkler systems designed per NFPA 13,13D. or 13R. Consequently, the Series LFII Residen- tial Flat -Plate Concealed Sprinklers (TY2524) offer the features of non -wa- ter filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems de- signed to NFPA 13,13D, or 13R. Non - water filled pipe will permit options for areas sensitive to freezing. The Series LFII Residential Flat -Plate Concealed Pendent Sprinkler has a 4.9 (70,6) K factor that provides the required residential flow rates at reduced pres- sures, enabling smaller pipe sizes and water supply requirements. This sprinkler has been designed with heat sensitivity and water distribution characteristics proven to help in the con- trol of residential fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap protects the sprinkler during ceiling installation or finish. After ceiling installation is com- plete, the Protective Cap is removed MAY 2011 rapid a ponse• NOMe FIRS SPRINKLER SVSTIM and the Cover Plate/Retainer Assem- bly is installed. Removing the Protec- tive Cap Is required for proper sprinkler performance. The Series LFII Residential Rat -Plate Concealed Pendent Sprinklers aW524) described herein must be Installed and maintained in compliance with this doc- ument and with the applicable standards of the National Fire Protection Associa- tion, in addition to the standards of any authorities having Jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for maintaining their fire protection system and devices in proper operating condition. The in- stalling contractor or sprinkler manu- facturer should be contacted with any questions. Model/Sprinkler Identification Number (SIN) 4TY2524 7 TFP443 Page 2 of 6 (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated. (b) The Minimum Row requirement is based on minimum flow in GPM (LPN) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. defer to "Hydraulic Design" in the Design Criteria section for details. TABLEA SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D AND NEPA 13R HYDRAULIC DESIGN CRITERIA - WET PIPE SYSTEMS - WET PIPE SYSTEM Minimum FlowP* and Residual Pressure Maximum Maximum Horizontal Ceiling Sloped Ceiling Sloped Coiling Covers" Spacing Minimum RowP*and Minimum Flow«and Minimum Rownnd Area W 15 GPM 56,8 LPM) 9.4 psi 0,65 bar) Residual Pressure Residual Pressure Residual Pressure 16'x 16' 16' (Maximum 24nch rise (Greater than 2 -inch rise (Greater than 4 -Inch rise 10,7 psi (0,74 bar) 18' x 18' (5,5 m x 5,5 m) for 12 -inch run) up to maximum 4 -inch up to maximum 8 -inch 20' (6,1 m) 21 GPM (79,5 LPM) 18,4 psi (1,27 bar) rise for 12 -inch run) rise for 12 -inch run) 180•F (71°C) 180°F (71-C) 1600F (71°C) Sprinkler Sprinkler Sprinkler 12' x 12' 12' 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) (3,7 m x 3,7 m) (3,7 m) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 14' x 14' U. 13 GPM 9,2 LPM) 17 GPM (84,3 LPM) 17 GPM (64,3 LPM) (4,3 m x 4,3 m) (4,3 m) 7.0 psi 0,48 bark 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 16' x 16' 16' 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) (4,9 m x 4,9 m) (4,9 m) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 18'x 18' 18' 17 GPM (64,3 LPM) 22 GPM (83,3 LPM) 22 GPM (83,3 LPM) (5,5 m x 5,5 m) (5,5 m) 12.0 psi (0,83 bar) 20.2 psi (1,39 bar) 20.2 psi (1,39 bar) 20'x 20' 20' 20 GPM (75,7 LPM) 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) (6,1 m x 6,1 m) (6,1 m) 16.7 psi (1,15 bar) 24.0 psi (1,65 bar) 24.0 psi (1,65 bar) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated. (b) The Minimum Row requirement is based on minimum flow in GPM (LPN) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. defer to "Hydraulic Design" in the Design Criteria section for details. TABLEA SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D AND NEPA 13R HYDRAULIC DESIGN CRITERIA - WET PIPE SYSTEMS - (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to "Hydraulic Design" in the Design Criteria section for details. TABLED SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA - DRY PIPE SYSTEMS -- DRY PIPE SYSTEM Minimum Flow(" and Residual Pressure Maximum Covers14e Area Maximum Spacing Horizontal Ceiling Minimum Rowsland Residual Pressure (Maximum 2 -Inch Rise for 12 -Inch Run) 160•F (71-C) Sprinkler 12'x 12' (3,7 m x 3,7 m) 12' (3,7 m) 15 GPM 56,8 LPM) 9.4 psi 0,65 bar) 14'x 14' (4,3 m x 4,3 m) 14' (4,3 m) 15 GPM (56,8 LPM) 9.4 psi (0,65 bar) 16'x 16' 16' 16 GPM (60,6 LPM) (4,9 m x 4,9 m) (4,9 m) 10,7 psi (0,74 bar) 18' x 18' (5,5 m x 5,5 m) 18' (5,5 m) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 20' x 20' (6,1 m x 6,1 m) 20' (6,1 m) 21 GPM (79,5 LPM) 18,4 psi (1,27 bar) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to "Hydraulic Design" in the Design Criteria section for details. TABLED SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA - DRY PIPE SYSTEMS -- BODY SEALING (1/2' NPT) `ASSEMBLY CAP SPRINKLERiii jl�.�``� SUPPORT COMPRESSION CUP WITH SCREW ROLL FORMED THREADS LEVER GUIDE C. PIN ' R• ' SOLDER LINK ELEMENT GUIDE PIN HOUSING DEFLECTOR r } (OPERATED DEFLECTOR --------- POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO j j RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING DIMPLES SURFACE IS Q FLUSH WITH EJECTION CEILING SPRING )LDER `.� COVER PLATE/RETAINER �;..COVEF TAB ASSEMBLY PLATE FIGURE i FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) — ASSEMBLY — 2-1/2' DIA. (63,5 mm) 1/2' NPT 1/2' (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING I 1-7/8't1/8' (47,6 mm I 1/8' GAP s32 mm) (3,2 mm) COVER- SPRINKLER- jMOUNTING RETAINER SUPPORT CUP 3/16_ SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 3-3/18' DIA TFP443 Page 3 of 6 WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE IS — SPRINKLER WRENCH — SPRINKLER - SUPPORT CUP ASSEMBLY OPERATE SPRINKLE COVER PLATE RE7rMEF canS L 7/8' (22,2 n 1-1/8' (28,6 DISPOSABLE (81,0 mm) TIP PROTECTIVE CAP FIGURE 3 PROTECTIVE CAP AND ACTIVATED DEFLECTOR — INSTALLATION DIMENSIONS — DEFLECTOR IN . OPERATED POSITION 0 TFP44S Page 4 of 6 Technical Data Approvals UL and C -UL Listed NSF -61 Certified The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers are only listed with the Series LFII Concealed Cover Plates having a factory -applied finish. Maximum Worldng Pressure 175 psl (12,1 bar) Discharge Coefficient K=4.9 GPM/psi'n (70,6 LPM/bar'j Temperature Ratin Sprinkler. 160OF 0710M Cover Plate. 1390F (59°C) i Vertical Adjustment 1/2 inch (12,7 mm) Finishes Refer to the Ordering Procedure section. Physical Characteristics • Cover Plate/Retainer Assembly. Cover Plate ............. Copper Ejection Spring .... Stainless Steel Retainer ................;Brass • Sprinkler/Support Cup Assembly. Body .................. Brass Cap .................. Bronze Saddle . .. ...... Brass Sealing Assembly .......Beryllium Nickel w/ Teflon' Soldered Link Halves ...... Nickel Lever .................. Bronze Compression Screw ........ Brass Deflector ............... Bronze Guide Pin Housing........ Bronze Guide Pins ............. Bronze Support Cup .............. Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup As- sembly. At this point, the Deflector, sup- ported by the Guide Pins, drops down to its operated position. ' i The Solder Link Element of the Sprinkler/ Support Cup Assembly is comprised of two link halves that are soldered togeth- er with a thin layer of solder. When the rated temperature Is reached, the sol- der melts and the two link halves sepa- rate, allowing the sprinkler to activate and flow water. 1 Fegistemd trademark of DuPont , Design criteria The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinklers (TY2524) are UL and C -UL Listed for Installation in ac- cordance with the following criteria. When conditions exist that are outside the scope of the provided criteria, re- fer to the Residential Sprinkler Design Guide 7FP490 for the manufacturer's recommendations that may be accept- able cceptable to the Authority Having Jurisdiction. The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Support Cup can delay sprinkler op- eration in a Bre situation. System Type Per the UL Llsft, wet pipe and dry pipe systems may be utilized. Per the C -UL Listing, only wet pipe systems may be utilized. • For dry systems not using CPVC, corrosion -resistant or intemally gal- vanized pipe shall be utiliz with the sprinklers described In this data sheet • For dry systems, pendent sprinklers shall be installed on return bends, where the sprinklers, return bends, and branch line piping (that is, po- tential areas for trapped water) are in areas at or above 40"F (4°C) Refer to technical data sheet TFP485 about the use of Residential Sprinklers in residential dry pipe systems. When corrosion -resistant or Internally galvanized pipe and fittings with a po- table water supply are utilized. return bends need not be installed. However, any portion of the piping that has the potential to trap water must be main- tained at or above 40"F (40C) unless pro- vision to drain such areas is provided and maintained dry. Water Delilvery When using the Series LFII Residential Flat -Plate Concealed Pendent Sprinklers (TY2524) in dry pipe.sprinkler systems, the requirements for "Dry System Water Delivery" per Section 8.3.4.3 of the 2010 edition of NFPA 13D apply. For a resi- dential hazard, in no case shall the time of water delivery exceed 15 seconds for the most remote operating sprinkler. Hydraulic Design (NFPA 13D and 131R) The minimum required sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tables A and B as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. NOTICE The number of "design spriniders" spec- ified in NFPA 13D and 13R for wet pipe systems is to be applied when design- ing dry pipe systems. There Is no need to Increase the design area, as is the case for density/area systems, In ac- co►dance with U.S. Patent 7,712,543. Refer to technical data sheet TFP485 for details. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers Is to be the greater of the following • The flow rates given in Tables A and B for NFPA 13D and 13R as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 GPM/ sq ft. over the "design area" com- prised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. The number of "design sprinklers" specified In NFPA 13 for wet pipe sys- tems is to be applied when designing dry pipe systems. There Is no need to increase the design area, as its the case for density/area systems, in accordance with U.S. Patent 7,712,543. Refer to technical data sheet TFP485 for details. Obstruction to Water Distribution Locate sprinklers in accordance with the obstruction rules of NFPA for residential sprinklers as well as obstruction criteria described within TYCO technical data sheet TFP490. Operational Sensitivity Install sprinklers relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). i The maximum spacing between sprin- klers cannot exceed the length of the coverage area (Table A) being', hydrau- lically calculated; for example; a maxi- mum of 12 feet for a 12 ft. x 12 ft: cov- erage area or 20 feet for a 20 ft. x 20 ft. coverage area. Installation The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinklers must be installed in accordance with the following instructions. Damage the Solder Link Element dur- 1ng Installation can be avoided by han- dling the sprinkler by the Support Cup only; that is, do not apply pressure to the Solder Link Element (Figure 1). , Obtain a leak tight 112 Inch NPT sprinkler Joint by applying a minimum -to -maxi- mum torque of 7 to 14 ft -lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adlustment in the Cover Plate/ Retainer Assembly by under- or over - tightening the sprinkler Re -adjust the position of the sprinkler fitting to suit 1. Install pendent sprinklers ; in the pendent position, with the center- line of the sprinkler perpendicular to the mounting surface. 2. Remove the Protective Cap. 3. With pipe -thread sealant applied to the pipe threads, and using the W Type 18 Wrench shown in Figure 2, Install and tighten the Sprinkler/ Support Cup Assembly into the fit- ting. The W Type 18 Wrench ac- cepts a 1/2 inch ratchet drive. 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protective Cap helps prevent dam- age to the Deflector and , Guide Pins during ceiling installation and/ or during application of the finish coating of the ceiling. , As long as the protective Cap re- mains In place, the system is con- sidered "Out Of Service" S. After the ceiling has been complet- ed with the 2-1/2 inch (63 mm) di- ameter hole and in preparation for Installing the Cover Piate/Retaln- er Assembly, remove and discard the Protective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprinkler assembly. Do not attempt to modify or repair a damaged sprinkler. 6. Screw on the Cover Plate/Retainer Assembly until its flange contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly such that it lifts a ceiling panel out of its normal position. If the Cover Plate✓RetainerAssembly cannot be engaged with the Mounting Cup or the Cover Plate/Retainer As- sembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinkler (TY2524) must be maintained and serviced in accordance with the following instructions. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it con- tnoft, obtain permission to shut down the affected fire protection system from the proper authorities and notify all person- nel who may be affected by this action. When properly installed, there is a nomi- nal 1/8 Inch (3,2 mm) air gap between the lip of the Cover Plate and the ceil- ing, as shown in Figure 3. This air gap Is necessary for proper operation of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling needs repainting after sprinkler Installation, exercise care to ensure that the new paint does NOT seal off any of the air gap. Failure to do so may impair sprinkler operation. TFP443 Page 5 of 6 Absence of a Cover Plate can delay the sprinkler operation in a fire situation. Do not pull the Cover Plate relative to the Retainer. Separation may result. Exercise care to avoid damage to sprin- klers before, during, and after Installa- tion. Never paint, plate, coat, or other- wise alter automatic sprinklers after they leave the factory. Never repaint factory -painted Cover Plates. When necessary, replace cover plates with factory -painted units. Non - factory applied paint can adversely de- lay or prevent sprinkler operation in the event of a fire and Is not permitted by NFPA. Replace sprinklers that: • were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. • were modified or over -heated. • are leaking or exhibiting visible signs of corrosion. Responsibility lies with owners for the inspection, testing, and maintenance of their fire protection system and devices In compliance with this document, as well as with the applicable standards of the National Fre Protection Association (for example, NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP44S Page 6 of 6 Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the orig- inal Buyer for ten (10) years against de- fects in material and workmanship when paid for and properly installed and main- tained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFSBP or for products and components which have been subject to misuse, improper Installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFSBP to be defec- tive shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for It, any other obligation in connection with the sale of products or parts of products. TFSBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete in- formation supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, in con- tract, tort, strict liability or under any oth- er legal theory, for incidental, indirect, special or consequential damages, in- cluding but not limited to labor charg- es, regardless of whether TFSBP was Informed about the possibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing Warranty is made in lieu of any and all other warranties. express or implied. including Warranties of mer- chantabilfty and fitness for a particular ,Qumose. This limited warranty sets forth the ex- clusive remedy for claims based on fail- ure of or defect in products, materials or components, whether the claim Is made in contract, tort, strict liability or any oth- er legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product description and Part Number (P/N). Sprinkler/Support Cup Assembly Specify Series LFII Residential Flat -Plate Concealed Pendent Sprinkler (TY2524), K=4.9 (70,6), without Cover Plate/Retaln- orAssembly, P/N 51-114-1-160. Cover Plate/Retainer Assembly Specify Cover Plate/Retainer Assem- bly with finish (below) for the Series LFII Residential Flat -Plate Concealed Pen- dent Sprinkler (TY2524), K=4.9 (70,6), P/N (below): Off White ................ P/N 56-201-0-135 Pure White• (RAL9010) .............. P/N 56-201-3-135 Signal White" (RALe003) .............. P/N 56-201-4-135 Custom ...................PM 56-201-X-135 - Eastern Hemisphere sales only Previously known as Bright White Nota All Custom Cover Plates are painted using Sherwin Williams Interior Latex Paint Contact TYCO Customer Service with any questions related to custom orders. Optional Cover Plate/Retainer Assembly for t CallingAnpliyAions Only Specify Cover Plate/Retainer Assem- bly with finish (below) for the Series LFII Residential Flat -Plate Concealed Pen- dent Sprinkler (TY2524), K=4.9 (70,6), P/N (below): OH White .................P/N 56-122-0-135 Pure white' (RAL9010) ................ PIN 56-122-3435 Signet White" (RAL9003)................P/N 56-122-4-135 Custom ................... PM 56-122-X-135 - Eastern Hemisphere sales only Previously known as Bright White Nota All Custom Cover Platesare painted us- ing Sherwin W Hams Interior Latex Pahrt. Contact TYCO Customer Service with any questions related to custom orders. Sprinkler Wrench Specify W Type 18 Sprinkler Wrench, P/N 56-000-1-265. Convriaht d1901n. 9011 Two -n taro As rnnrocalnn R a„Itrlin,n Orwr11.wle Att •:nbtre .wwww.w�i t Cl2 Fire Suppression t & Building Products Technical Services 800-381-93121+1-401-781-8220 www.tyco-fim.com Series TY -FRB — 2.8, 4.2, 5.6, and 8.0 K -Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY FRB, 2.8.4.2.5.6, and 8.0 K -factor, Upright and Pendent Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use In light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB YFRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following, • A two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 Inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a • A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 Inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. IMPORTANT Always refer to Technical Data Sheet TFP700 for the 'INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and conPorhents. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a Bre situation or cause it to operate prematurely. Page i of 10 Corrosion -resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion -resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY - FRB Pendent Sprinklers is detailed In Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. NOTICE The Serial TY -FRB Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for maintaining their Bre protection system and devices in proper operating condition. The installing contractor or sprinkler manu- facturer should be contacted with any questions. JULY 2010 Model/Sprinkler Identification Number (SIN) TY1131: Upright 2.8K,1/2- NPT TY1231: Pendent 2.8K,1/2- NPT TY2131: Upright 4.2K,1/2- NPT TY2231: Pendent 4.2K,1/2- NPT*' TY3131: Upright 5.6K,1/2 -NPT TY3231: Pendent 5.6K, I/2- NPT TY4131: Upright 8.0K, 3/4" NPT TY4231: Pendent 8.0K, 3/47 NPT TY4831: Upright" &OK,1/2- NPT TY4931: Pendent' 8.0K,1/2- NPT 'Eastem H mfsph;e Sats OMy TFP171 t TFP171 Page 2 of 10 I r I SSU DEFLECTOR * r 5 i 7/16- 4 (11,1 mm) NOMINAL 2 MAKE -IN 3 2-3/16' (55,6 mm) 1 � � 7 1 1/2' NPT CROSS SECTION j UPRIGHT 8� 5 4 2 3 1 7/16' (11,1 mm) NOMINAL MAKE -IN WRENCH FLAT'S ESCUTCHEON 12, PLATE SEATING um SURFACE _j 2-1/4' T (57,2 mm) SSP DEFLECTOR PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON �-- 2-7/8' (73,0 mm) DIA. —� RECESSED PENDENT 1 - Frame 3 - Searing 4 - Btilb 6 - Deflector Assembly* Temperature rating is indicated on deflector or adjaoert to 2 - Button 5 -Compression 7 - Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 28 K -FACTOR, 112 INCH NPT CROSS SECTION 7/16'(11,1 mm) SSU* NOMINAL DEFLECTOR MAKE -IN I --- 7/16" ---7/16' (11,1 mm) NOMINAL MAKE -IN 16* .6 rn ,6 mm) 12' NPT UPRIGHT WRENCH FLATS ESCUTCHEON 12' PLATE SEATING NPT SURFACE __7 2-3/16' (55.6 mm) 1-1/2' I (38,1 mm) SSP DEFLECTOR* PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON 2-7/8' (73,0 rmr DIA RECESSED PENDENT 1 -Frame 3 - ssem 4 - Bulb 8 - Deflector • Temperature rating is indicated on deflector or adpoert to 2 - Button ssembH 5 - Compression orifice seat on frame. I screw FIGURE 2 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K -FACTOR, 112 INCH NPT 5 4 2 3 1 7/16' (11,1 mm) ESCUTCHEON SSU* NOMINAL 12' PLATE SEATING DEFLECTOR MAKE4N NPT SURFACE { 7/16' (11,1 mm NOMINAI MAKE -IP •3/16' 1 ,6 mm) ; 1 CROSS SECTION 1/2• NPT UPRIGHT TFP171 Page 3 of 10 STYLE 10 or 20 RECESSED ESCUTCHEON BENCH (38,1 mm) LATS SSP DEFLECTOR • PENDENT �-- 2-7/8' (73,0 mm) DIA. ---.� RECESSED PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6 - Defector , Temperature rating is indicated on deflector or adjacent to Assembly 5 - Compression orifice seat on frame. 2 -Button Screw { RGURE 3 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY3131) AND PENDENT (TYY3231) SPRINKLERS &6 K -FACTOR, 112 INCH NPT i SSU * DEFLECTOR 6* 5 12' (12,7 mm) 4 NOMINAL MAKE -IN 2 2-1/4' (57,2 mm) 3 1 ' CROSS SECTION 1 - Frame 3 - Seating Assembly 2 - Button 3/4' NPT UPRIGHT 12' (12,7 mm) ESCUTCHEON STYLE 30 or 40 NOMINAL PLATE SEATING RECESSED MAKE -IN NPT SURFACE ESCUTCHEON 2-5/16' (58,7 mm) 1-9/16' (39,7 mm) SSP DEFLECTOR • 2-7/8' (73,0 mm) DIA PENDENT RECESSED PENDENT 4 - Bulb 6 - Deflector • Temperature rating is indicated on deflector or adjacent to 5 - Compression orifice seat on frame_ Screw QUICK RESPONSESERIES TY -FRB UPRIGHT � 131) AND PENDENT (TY4231) SPRINKLERS 80 K•FACTOR, 314 INCH NPT TFP171 Page 4 of 10 7/16- (11.1 mm) SSU * NOMINAL 1/2' DEFLECTOR MAKE -IN NPT 6* 5 7/16' (11,1 mm) 2-1/4' 4 NOMINAL T (57,2 mm) MAKE -IN 2 2-3/16' 1-9/16' (55.6 mm) WRENCH (39,7 mm) 3 FLATS 1 SSP* CROSS 12' NPT DEFLECTOR SECTION UPRIGHT PENDENT r 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Assembly5 - • Temperature rating Is indicated on deflector or adjacent to sc R S 2 - Button Compression orifice seat on frame. rew FIGURE 5 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4MI) AND PENDENT (TY493t) SPRINKLERS S.0 K -FACTOR, 1/2 INCH NPT Technical Data . Approvals UL and C -UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including. corrosion -resistant status. Maximum Working Pressurej Refer to Table C. Discharge Coefficient K=2.8 GPM/psitn (40,3 LPM/bart"2) K=4.2 GPM/psi1/2 (60,5 LPM/bart/2) K=5.6 GPM/psi112 (80,6 LPM/bar112) K=8.0 GPM/psi112 (115,2 LPM/bar19 Temperature Rating Refer to Table A and B. Flnishes Sprinkler. Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics i Frame ................... Bronze Button.. ..... Brass/Copper Sealing Assembly.... ....Beryllium Nickel w/Teflont Bulb ..................... '.Glass Compression Screw.. ... Bronze Deflector.. ..... Copper/Bronze Bushing (K=2.8) ........... Bronze t Registered Trademark of Dupont Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY -FRB Pendent and Upright Sprinklers are intended for fire protection systems designed in accordance with the standard Installa- tion rules recognized by the applicable Listing or Approval agency (suds as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Preven- tion Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. Installation The TYCO Series TY -FRB Sprinklers must be installed in accordance with the following instructions. Do not install any bulb -type sprinkler If the bulb is cracked or there Is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the 135°F15PC and 3/32 inch (2,4 mm) for the 286°F/141"C temperature ratings. 'Obtain a leak -tight 1/2 inch NPT sprin- kler Joint by applying a minimum to maximum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with can- Sequent- leakage or impairment of the sprinkler. Do not attempt to compensate for Insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit The Series TY -FRB Pendent and Upright Sprinklers must be Installed in accordance with the following Instructions. 1. Install Pendent sprinklers in the pendent position. Install upright sprinklers in the upright position. 2. With pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler Into the sprinkler fitting. 3. Tighten the sprinkler into the sprin- kler fitting using only the W Type 6 Sprinkler Wrench (Figure 14). With reference to Figures 1 through 5, apply the W Type 6 Sprinkler Wrench to the sprinkler wrench flats. TPP171 Page 5 of 10 SPRINKLER FINISH (See Note 6) K FACTOR TYPE BULB LIQUID TEMPERATURE COLOR NATURAL BRASS CHROME PLATED WHITE'- POLYESTER 2,8 1/2" NPT PENDE1j ad UPRIGHT (TYr (TY1131) 135°F/57°C Orange 1.2, 3, 4 155°F/68°C Red 175•F/790C Yellow 200°F/930C Green 288°F/1410C Blue RECESSED PENDENT � ��11 135°F/570C Orange 1, 2, 4 155•F/68•C Red 175•F/790C Yellow 200•F/93•C Green RECESSED PENDENT (TY1231)— Figure 7 135•F/570C Orange 155•F/68•C Red 175°F/790C Yellow 200°F/930C Green 4.2 1/2" NPT PENDENT (TYand UPRIGHT 2131) (TY2131) Y 1350F/570C Orange 1.2 155•F/68°C Red 175•F/79•C Yellow 200'F/930C Green 288°F/141°C Blue RECESSED PENDENT Emir 135•F/57•C Orange 1550F/680C Red 175°F/790C Yellow 2000F/930C Green RECESSED PENDENT (TY2231)** Figure 9 135•F/57•C Orange 1566F/680C Red 175°F/790C Yellow 200°F/930C Green NOTES: 1. Listed by Underwriters Laboratories, Inc.. NU as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use In Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion -Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPn 3/4" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NFT) 1/2- Total Adjustment Recessed Escutcheon, as applicable. — Frame and Deflector only. Listings and approvals apply to color (Special Order). WA. Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 28 AND 4.2 K -FACTOR SPRINKLERS TFP171 Page 6 of 10 SPRINKLER FINISH (See Note 8) KBULB FACTOR TYPE LICUID TEMPERATURE COLOR NATURAL BRASS CHROME PLATED WHITE••• POLYESTER LEAD COATED 6.6 1/2" NPT PENDENT (TY3=) and UPRIGHT 135•F/57•C Oran e 1,2,3,4.5.6.7 1.2.3.5 155°F/680C Red 175•F/790C Yellow 200•F/93°C Green 286"F/141 °C Blue RECESSED PENDENT • Figure 10 135°F/570C Orange 1.2.4.5 N/A 15WFIWC Red 175°F/790C Yellow 200°F/93°C Green 286"F/141°C Blue RECESSED PENDENT Figure 11 135°F/57°C Orange 1, 2, 3.4, 5 WA 155°F/68°C Red 175•F/79•C Yellow 200•F/930C Green 286•F/1410C Blue 8.0 3/4" NPT PENDENT (TY4231) and UPRIGHT (TY4131) 135°F/570C Orange 1, 2, 3, 4, 5, 6, 7 1.2, 5 155"F/88"C Red 175°F/790C Yellow 200"F/930C Green 286•F/141 •C Blue . RECESSED PENDENT 4231)• Figure 12 13WF/570C Orange 1, 2, 5 WA 155°F/680C Red 175"F/79°C Yellow 200°F/93°C Green 286•F/141•C Blue RECESSED PENDENT (TY4231)•• Figure 13 135"F/57"C Orange 1, 2, 3, 5 N/A 1550F/680C Red 175•F/790C Yellow 200°F/930C Green 286•F/1410C Blue 8.(TY4931) 1/2" NPT PENDENT and Imo) (TY286°F/141"C 135°F/57"C Orange 1, 2, 4, 5, 6 1, 2, 5 155•F/680C Red 175°F/790C Yellow 200•F/93•C Green Blue NOTES: i 1. Listed by Underwriters Laboratories. Inc.. (UL) as Ouick Response Sprinklers. 2. Listed by Underwriters laboratories. Inc., for use in Canada (C -UL) as Ouick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Ouick Response Sprinklers. 4. Approved by the loss Prevention Certification Board (LPCS Ret. No. 007k/04) as Ouick Response Sprinklers. However. LPCB does not rate the thermal sensltift of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details, contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tei. 31-53-428-4444/Fax 31-53-428-3377.) 7. Approved by the Loss Prevention Certificatkm Board (LPCB Fier. No. 094x/06) as Quick Response Sprinklers. 8. where Polyester Coated and Lead -Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion -Resistant Sprinklers. Where Lead -Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corroslon-Resistant Sprinklers. • Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. •' Installed with Style 20 (12" NPT) or Style 30 (3/4" NPT) 1/2"Total Adjustment Recessed Escutcheon, as applicable. — Frame and Deflector only. Ustings and approvals apply to color (Special Order). WA: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR S6 AND &0 K -FACTOR SPRINKLERS TFP171 Page 7 of 10 NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Usting by Underwriters Laboratories Inc. (NU: the Usting by Underwriters Laboratories. Inc. for use In Canada (C -UL); and, the Approval by the City of New York. s , The Series TY -FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following Instructions. 1. After Installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. 2. Tighten the sprinkler into the sprin- kler fitting using only the W Type 7 Recessed Sprinkler Wrench (Fig- ure 15). With reference to Figures 1 to 4, apply the W Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. 3. After ceiling installation and finish- ing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY -FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TABLE C MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY -FRB must be maintained and serviced in accordance nce with the following instructions. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Exercise care to avoid damage to sprinklers before, during, and after installation. Never paint, plate, coat, or otherwise oiler automatic sprinklers after they leave the factory. Replace sprinklers that: • were modified or over -heated. • were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. • are leaking or exhibiting visible signs of corrosion. • were exposed to corrosive products of combustion but have not oper- ated, if you cannot easily remove cornbustion by-products with a doth. • have a cracked bulb or have lost lki- tud from the bulb. Refer to the Instal- lation section in this data sheet. SPRINKLER FINISH K T1fPE NATURAL I CHROME WHITE LEAD FACTOR 1 BRASS PLATED POLYESTER COATED PENDENT (TY1231) and 2.8 UPRIGHT (TY1131) 1/2" NPT 75 PSI (12,1 BAR) WA RECESSED. PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2"NPT 175 PSI (12,1 BAR) WA RECESSED PENDENT (TY2231) PENDENT(TY3231) 175 PSI an UPRIGHT CM1311 250 PSI (17,2 SA (12.1 BAR) 1/25 NPT OR 175 PSI (12,1 8550 RECESSED (SEE NOTE 1) PENDENT (M231) WA PENDENT (TY4231) 175 PSI and UPRIGHT (TY4131) (12.1 BAR) 8.0 3/4" NPT 175 PSI (12,1 BAR) RECESSED WA PENDENT (TY4231) 80 PENDENT (TY4931) 175 SI PEAR) 1/20. and UPRIGHT (TY4831) 175 175 PSI (12,1 BAR) (12,1 NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Usting by Underwriters Laboratories Inc. (NU: the Usting by Underwriters Laboratories. Inc. for use In Canada (C -UL); and, the Approval by the City of New York. s , The Series TY -FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following Instructions. 1. After Installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. 2. Tighten the sprinkler into the sprin- kler fitting using only the W Type 7 Recessed Sprinkler Wrench (Fig- ure 15). With reference to Figures 1 to 4, apply the W Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. 3. After ceiling installation and finish- ing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY -FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TABLE C MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY -FRB must be maintained and serviced in accordance nce with the following instructions. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Exercise care to avoid damage to sprinklers before, during, and after installation. Never paint, plate, coat, or otherwise oiler automatic sprinklers after they leave the factory. Replace sprinklers that: • were modified or over -heated. • were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. • are leaking or exhibiting visible signs of corrosion. • were exposed to corrosive products of combustion but have not oper- ated, if you cannot easily remove cornbustion by-products with a doth. • have a cracked bulb or have lost lki- tud from the bulb. Refer to the Instal- lation section in this data sheet. TFP171 Page 8 of 10 2-7/8' Dlik 5/811/4' (73.0 mm) 3/4' (19,1 mm) (15,936,4 mm) 2-1/4' DIA. 1/4' (6,4 mm) (57,2 (MMM) FACE OF MOUNTING SPRINKLER lei PLATE FITTING 1/8' (3,2 mm) MOUNTING SURFACE SERIES 1-5/16' (33.3 mm) CLOSURE TY -FRB 13/16' (20,6 mm) FIGURE 6 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 28 K -FACTOR, 1/2 INCH NPT 2-7/8' DIA. 5/831/4' (73.0 mm) 3/4' (19,1 mm) (15,938.4 mm) 2-1/4''DLA. 1/4' (6.4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING MOUNTING SURFACE CLOSURE SERIES 1-1/4' (31.8 mm) TY -FRB 3/4- (19.1 mm) FIGURES SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K -FACTOR, 1/2 INCH NPT Initial and frequent visual inspections of random samples are recommended for corrosion -resistant sprinklers to verify the integrity of the corrosion -resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion -resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion -resistant material, which can be affected by the corrosive conditions present. 2-7/8' DIA. 1/211/8' (73,0 mm) 1R' (12,7 mm) (12,733,2 mm) 2-1/4' DIA. 1/4'(6,4 mm) FACE OF (57,2 mm) � L� MOUNTING SPRINKLER PLATE FITTING (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16' (33,3 mm) TY -FRB 1-1/16' (27.0 mm) FIGURE 7 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K -FACTOR, 112 /NCH NPT 2-7/8' DIA. 1/231/8' p3,0 mm) 1R- (12,7 mm) (12,733,2 mm) 2-1/4' DIA. 1/4' (6,4 mm) FACE OF (57.2 mm) SPRINKLER MOUNTING PLATE FITTING 1/8' p,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4'(31.8 mm) TY -FRB 1- 95,4 mm) RGURE 8 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 42 K -FACTOR, 112 INCH NPT Responsibility lies with the owner for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (for example, NFPA 25), in addition to the standards of any other authorities having jurisdic- tion. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Initial and frequent visual inspections of random samples are recommended for corrosion -resistant sprinklers to verify the Integrity of the corrosion -resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. 2-7/8' DW. 5/8x1/4' (73.0 mm) 3/4' (19,1 mm) (15,9x6,4 mm) 2-1/4' DIA. 1/4' (6,4 mm) (57,2,mm) FACE OF MOUNTING SPRINKLER PLATE FITTING 1!8' (3,2 mm) I im MOUNTING SURFACE CLOSURE SERIES 1-1/4' (31,8 mm) TY -FRB 3/4' (19,1 mm) FIGURE 10 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 16 K -FACTOR, ,,112 INCH NPT 2-7/8' DIA. 5/811/4' (73.0 mm) 3t4'(19.1 mm) (15,9:6.4 mm) 2-1/4' DIA. 1/4'(6.4 mm) (57,2 mm) FACE OF MOUNTING SPRINKLER PLATE FITTING 1/8' (3.2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16' (33.3 mm TY -FRB 13/16' (20.6 mm) FIGURE 12 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 80 K -FACTOR, 314 INCH NPT Inspections of corrosion -resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close'range can better determine the exact sprin- kler condition and the long-term Integ- rity of the corrosion -resistant material, which can be affected by the corrosive conditions present TFP171 Page 9 of 10 2-7/8' DIA. 1/2x1/8' (l3,0 mm) 1/2' (12,7 mm) (12,7x3,2 mm) 2-1/4'DIA. 1/4' (6,4 mm) FACE OF (57"2 mm) MOUNTING SPRINKLER PLATE FITTING (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4'(31.8 mm) TY -FRB 1' (25,4 mm) FIGURE 11 SERIES TY-FRI3 RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 16 K -FACTOR, 112 INCH NPT 2-7/8' DIA. 1/2x1/8' (73,0 mm) 1R' (12,7 mm) (12.7x3,2 mm) 2-1/4' DIA. 1/4'(6,4 mm) FACE OF (572 mm) MOUNTING SPRINKLER PLATE FITTING I 1/8' (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16' (33,3 mm) TY -FRB 1-1/16' (27,0 mm) FIGURE 13 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON a0 K -FACTOR, 314 INCH NPT WRENCH RECESS (END 'A' USED FOR 1/2' NPT MODELS) WRENCH RECESS (END `B- USED FOR 3/4' NPT MODELS) FIGURE 14 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS 6 t PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W -TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 10 of 10 P/N 57 XXX - X - XXX L MODEL/SIN 330 2.8KUPRIGHT (12'NPT) TY1131 331 2.8K PENDENT (12'NPT) TY1231 340 42K UPRIGHT (12 -NPT) TY2131 341 4.2K PENDENT (12 -NPT) TY2231 370 5.6K UPRIGHT (12'NPT) TY3131 371 5.6K PENDENT(12'NPT) TY3231 390 8.0K UPRIGHT W4'NPT) TY4131 391 8.0K PENDENT (3/4'NPT) TY4231 360 8.0K UPRIGHT (12'NPT) TY4831' 361 8.0K PENDENT (12'NPT) TY4931- Limited Warranty SPRINKLER TEMPERATURE FlNISH I RATINGS 1 I NATURAL BRASS 135 135-F (57-C) 4 1 WHITE POLYESTER 1 I 155 I 155-F (68-0 3 WHITE (RAL9010)' 175 175-F (79-C) 9 CHROME PLATED 200 200-F (93-C) 7 ' LEAD COATED ( I 286 1 286-F (141-C) Eastern Hemisphere sales only. TABLE D PART NUMBER SELECT/ON SERIES TY -FRB PENDENT AND UPRIGHT SPRINKLERS Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and property installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for: prod- ucts or components manufactured by companies not affiliated by ownership with TFSBP or for products and com- ponents which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fre Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection With the sale of products or parts of products. TFSBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete Infor- mation supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, In contract, tort, strict liability or under any other legal theory, for Incidental, Indirect, special or consequential darn - but not limited to labor ages, Including ess of whether TFSBP was informed about the possibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing MIMWty is made in fieu of anv and all c Aher warranties. exp or implied. Including warranties of mer- chantability and fitness for a particular QU(012M This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, mateti- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty Will not affect the remainder. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: (Specify Model/SIN), Quick Response, (specify K -factor), ((specify temperature rating), Series TY -FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Syle (10, 20, 30, or 40) Recessed scutcheon with (specify') finish, P/N (specify'). Sprinkler Wrench Specify: W Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W Type 7 Sprinkler Wrench, PIN 56-850-4-001. - Refer to Technical Data Sheet TFP770. COOvirlaht 0 2007-2010 Tv[.n FirA Rsennraaainn A R-dlrlinn Dr-vl--wfe All ri.-1.#.. �......«....+ Z 11 olloas 4 tqC11 Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster CPVC Fine Sprinkler Pipe & Fittings Srubtnittal Sheet General ' Description Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire S Building Prod- ucts (TFSP) are designed exclusively for use in wet pipe automatic fire sprin- kler systems. The Tyco CPVC Pipe and Fittings are produced from Blaze - Masters CPVC compound that is a specially developed thermoplastic compound composed of post chlorin- ated polyvinyl chloride (CPVC) resin and state of the art additives. Tyco CPVC Pipe and Fittings are 'easier to install than traditional steel pipe sys- tems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to me- tallic piping. All female pipe thread adapters have brass inserts for dura- bility. Grooved adapters connect di- rectly to grooved end valves and me- tallic pipe, with flexible grooved end couplings. ; Nonce Tyco CPVC Pipe and Fittings pro- duced with BlazeMastei® CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards ofanyauthorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4° to 3" Maximum Working Pressure 175 psi Approvals UL, FM, C -UL, NSF, LPCB, MEA, and the City of Los Angeles. (Refer to In- stallation Handbook IH -1900 dated June 2008 for exact listing/approval Information.) Manufacture Source U.S.A. Material • Pipe: ASTM F442, SDR 13.5 • Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange Oswn � we 7 i n ��r ewwe 4d - vapid response HOME Feas SPRINKLER SYSTPM BlazeMastery is a registered trademark of The Lubrizol Corporation Page 2 of 2 Installation Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be instilled in accordanoo with Installation Hand- book IH -1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. rvorrce Before dosing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be nodfied. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tian alarms. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper Installation, corrosion, or which have not been Installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete Information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for Incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foragning.warran is made in lieu of any and all other warranties. ax - press or !mol*ed. includipg warranties of marchantabilitY and fitness for a par- ticular purpose_ - This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will appy to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. nlenatvenrioc &,aur rnur_ oonnue�ro .C..,..e ....-___ A. TFP1916 Table Cl- U.S. Units Dimensions for BlazeMaster CPVC Pipe Nominal Pipe Size ANSI Inches Nominal O.D. Inches Nominal I.D. Inches Empty Weight Water Filled Weight Pounds/ Foot Pounds/ Foot 3/4 1.050 0.874 0.168 0.428 1 1.315 1.101 0.262 0.675 1-1/4 1.660 1.394 0.418 1.079 1-1/2 1.900 1.598 0.548 1.417 2 2.375 2.003 0.859 2.224 2-1/2 2.875 2.423 1.257 3.255 3 3.500 2.950 1.867 4.829 Table C2- Metric Units Dimensions for BlazeMaster CPVC Pipe NominalNominal Pipe Size DN O.D. Millimeters Nominal I.D. Millimeters Empty Weight Water Filled Weight Kilograms/ Meter Kilograms/ Meter DN20 26,7 22,0 0,250 0,637 DN25 33,4 28,0 0,390 0,100 DN32 42,4 35,4 0,622 1,606 DN40 48,3 40,6 0,816 2,109 DN50 60,3 50,9 1,278 3,310 DN65 73,0 61,5 1,871 4,844 DN80 88,9 75,0 2,778 7,186 31 LL Pressure Rating BlazeMaster pipe and fittings are listed/approved for a rated pressure of 175 psi (12,1 bar) and a maximum ambient temperature of 150°F (650C). Friction Loss BlazeMaster CPVC pipe has a Hazen -Williams C -Value of 150. Pipe friction loss calculations shall be made according to NFPA Standards. Tables F1 and F2 show the allowance of friction loss for fittings, expressed in equivalent feet of pipe. Table F1 Allowance for Friction Loss in Fittings (Expressed in Equivalent Feet of Schedule 40 Pipe) Fitting Size ANSI Inches 3/4 1 1-V4 1-1/2 2 2-1/2 3 Tee Branch- ft. 3 5 6 8 10 12 15 Elbow 900*- ft. 4 5 6 7 9 12 13 Elbow 45% ft. 1 1 2 2 2 3 4 Coupling- ft. 1 1 1 1 1 2 2 Tee Run**- ft. 1 1 1 1 1 2 2 Table F2 Allowance for Friction Loss in Fittings (Expressed in Equivalent Meters of Schedule 40 Pipe) Fitting Size ON DN20 DN25 DN32 DN40 DN50 DN65 DN80 Tee Branch- m 0,9 1,5 1,8 2,4 3,1 3,7 4,6 Elbow 90°*- m 1,2 1,5 1,8 2,1 2,7 3,7 4,0 Elbow 4W.- m 0,3 0,3 0,6 0,6 0,6 0,9 1,2 Coupling- m 0,3 0,3 0,3 0,3 0,3 0,6 0,6 Tee Run**- m 0,3 0,3 0,3 0,3 0,3 0,6 0,6 .q m� J J.t m.4' J3 Z 10 10 as CL Q Z mm CL CL *The above' stated friction loss values are for BlazeMaster fittings as manufactured by Tyco only. When using other Listed BlazeMastero CPVC 900 elbows with BlazeMaster products, please consult the fitting r manufacturer's installation and design manuals. 0 o ** The need for friction loss for a tee run is only referenced in NFPA 13D. �= BlazeMaster® Fire Protection Fittings - STANDARD ADAPTERS 5001-G i.: BUSHINGS 5018 i Grooved Coupling Adapters JG x s) 5001•G 1.1/4' 0.17 0.83 1.04 2.98 GXS 5001•G 1-1/2' 020 0.95 1.17 3.15 GXS 5001-G 2' 0.30 1.18 1.43 3.37 GXS 5001-G 2-1/2' 0.52 1.43 1.74 3.66 GXS 5001-G 3' 0.72 3.50 - - GXS Bushing 5018 1'x3/4' 0.04 1.28 0.29 9sn 5018 1.1/4'x1' 0.08 1.41 029 VGXS 5018 1.1/4'x3/4' 0.10 1.41 041 SPm 5018 1.1/2'x1-1/4' 0.07 1.54 077 SPGXS 5018 1.1/1'0' 0.12 1.54 039 gum 5018 1-1/2'x3/4' 0.16 1.54 O.S3 PUS 5018 2'x1-1/2' 0.16 1.66 077 STXS 5018 2'x1-1/4' 0.20 1.66 040 SPGXS 5018 2'x1' 0.22 1.66 057 SP(m 5018 2'4/4' 0.22 1.66 064 SP(.Z 5018 2-1/2'x2' 024 1.94 0 44 V= 5018 2.1/2'x1.1/1' 0.36 1.94 057 SPGXS 5018 2.1/2'x1.1/4' 0.37 1.94 0.68 SPGXS 5018 35x2-1/2' 0.47 2.42 0.60 SPGXS 5018 3'x2' 0.66 2.42 0.93 SPGX8 Blazemaster r UMM our UIROxnuc ArvuuoT[on �`•e•e ••mn. r.u.m•.w ,.... ... .�.� . -__ -_... .... BlazeMaster® Fire Protection Fittings' STANDARD CAPS 5017 1 Caps -; a ►- ;a FIG. NO. SIZE NET S. INCHES 5035 1' 0.24 0.75 5017 3/4' 0.04. 0.31 0 S 0.90 sxsxsxs 5017 5017 1' 1.1/4 0.06 0.21 0.39 0.41 D F S S .7 STYLE •o• STYLE 75017 1.02. 1.1/2' 0.30 0.42 F S 1.70 1.75 5017 2' 0.42 0.44 F S 5017 2.1/2' 0.62 1.20 D S 5017 3- 0.96 1.26 0 S COUPLINGS 5001 Coupling 5001-R 'IM. A JOINT FIG. NO, SIZE NET WT./LBS. INCHES 5001 3/4' 0.06 0.12 US 5001 1' 0.08 0.09 US i = 5001 1-1/4' 0.12 0.08 US } 5001 1.1/2' 0.30 0.27 US 5001 2' 0.44 026 US 1 5001 2-1/2' 0.71 0.10 US ! 5001 3' 1.10 022 US 5001-R 1'x3/4' 0.08 029 US 5001-R 1-1/ext' 0.12 0.35 US 5001-R 1-1/2'x1.1/4' 0.38 0.51 US 5001-R 1-1/2'x1' 0.36 0.67 US 5001-R 1-1/2'4/4' 0.34 0.80 US 5001-R 2'x1-1/2' 0.52 051 US 5001-R 2'x1' 0.48 0.75 US CROSSES 5035 ' Cross 5035-R 0 _ -:' . 'JOINT 5035 3/4' 0.12 0.61 0.61 SXSXSXS 5035 1' 0.24 0.75 0.75 SXSXSXS 5035 1-1/4' 0.34 0.90 0.90 sxsxsxs 5035 1.1/2' 0.69 1.23 1.23 SXSXSXS 5035 2' 1.02. 1.53 1.53 SXSXSXS 5035 2-1/2' 1.70 1.75 1.75 SXSXSXS 5035 3' FUTURE OFFERING 5035-R 1'x 1'x3/4'x3/4' 0.18 0.61 0.73 SXSXSXS Blazemaster OD BlazeMaster@ Fire Protection Fittings --STANDARD ELBOWS 5006 45* Elbow UNIV. NOPA. APPROX. 01M. i JOINT FIG. NO. SIZE NET VVTABS. I N C H E S 5006 3/4' 0.06 0.32 US 5006 0.12 0.39 US M MAV 0.18 0.48 US 5006 1-1/2* 0.36 0.47 US M 2" 0.54 0.58 US 5006 2-1/2• 1.00 0.65 US _5006 3' 1.28 036 US 5007 90* Elbow 5007-R 5007 - 3/4* 0.08 0.56 0.56 US 5007 1. 0.14 0.69 0.69 US 5007 1.1/4' 0.22 0.91 0.91 US 5007 1-1/2, 0.41 1.06 146 US 5007 21 0.60 1.24 1.24 US 5007 2-1/2* 1.16 1.50 1.50 US 5007 3' 1.66 1.81 11.81 US 5007-R 1'x3/4' 0.12 0.61 0.75 US BMzelNosiel° BlazeMaster® Fire Protection Fittings - STANDARD TEES 5011 5011-R ONIV.NOM. APPHUX. 01 M. A DIM. B Olhl. C JOINT FIG. NO. r: BlazeMaster@. Fire Protection Fittings — STANDARD UNIONS FmVie Offering 5033-E Unions (0 -ring Material EPOM) UNIV. N 0 Pil. APPROX. DIN1. A U I r,.1. L JOINT fIG. NO . NOM. SIZE N ET WT. / L 6 S. INCHES INCHES 5033-E 3/4' 0.27 2.46 0.43 US 516 5033-E 1. 0.40 2.70 0.43 SXS 5033-E 1-1/4' OW 3.31 0.79 SXS 5033-E 1.1/2- 0.93 3.58 0.80 SXS sm-E 2- 1.83 3.82 0.80 SXS SIXIM 2-112' 3.95 5.05 1.42 US 5033-E r 3.47 4.74 0.93 US B/ozeMaster' BlazeMaster@ Fire Protection Fittings — THREADED ADAPTERS 5003 -BI WN -11 } ��,��' "'Vi=i 1� i r-r��■ �- 5003-S-BI Female Adapter with Metal Thread Inserts Spigot Female Adapter with Metal Thread Inserts 5003-2.81 3/4' 0.28 2.00 SPGXFNPT 513-2.81 1' 0.61 2.72 SPGXFNPT Female Sprinkler Head Adapter with Metal Thread Inserts 5003-S-81 3/4'x1/2' 0.16 0.72 SXFNPr 5003-S-81 1'x1/2' 0.18 0.73 um 5003-S-81 1'x3/4' 0.18 0.93 SXFNPi Blazemaster dD FIG, NO. SIZE NET Va./LBS. INCHES 5W340 3/4' 0.28 1.19 VM" 5003-M 1' 0.63 1.59 SXFNFr 5003.81 1-1/4' 1.02 1.96 SXFNPf 500 -81 1.1/2' 1.26 1.98 SXFNPf 5003.81 2' 1.98 1.99 SXFN" Spigot Female Adapter with Metal Thread Inserts 5003-2.81 3/4' 0.28 2.00 SPGXFNPT 513-2.81 1' 0.61 2.72 SPGXFNPT Female Sprinkler Head Adapter with Metal Thread Inserts 5003-S-81 3/4'x1/2' 0.16 0.72 SXFNPr 5003-S-81 1'x1/2' 0.18 0.73 um 5003-S-81 1'x3/4' 0.18 0.93 SXFNPi Blazemaster dD BlazeMaster® Fire Protection Fittings - THREADED ADAPTERS 5003 -2 -S -13I { .._,. - q--� 5004 -BI .r:=ter-. Y^•�.- f� 1 l� E11 Spigot Female Sprinkler Head Adapter with Metal Thread Inserts 5003-2-S-81 1'X1/2' 0.16 1.84 SPGXFNFT 5003.2-S-81 3/4'x1/2• 0.15 1.53 SPGXFNPT Male Adapter with Metal Thread Inserts Ill.• A. 5004-81 3/4' 0.22 1.35 SxMNPT 5004-81 i' 0.46 1.82 SxMNFT 5004 -BI 1-1/4' 0.74 2.05 SxMNPT 5004-61 1-1/2' 1.06 2.14 SxMNPT 5004-81 2' 1.80 2.31 SxMNPf BlazeMasfero BlazeMaster® Fire Protection Fittings — THREADED CROSSES 5035 -3 -S -BI -S 5035 -3 -S -8I -L ELBOWS 5007 -3 -S -BI Sprinkler Head Back To Back Cross with Metal Thread Inserts U f.11 V NUM. APPROX. U I M. A DIM. 9 L) I m. c oim. a JOINT 1G. 10 SIZE 5035.3 -S -81-S 1xt'x1n•x1/2• 0.46 1.69 1.69 0.62 0.62 SXSXFNFWNPT 3.3/8' Take Out 5035.3 -S•81 -L 1x1'x1/2'x1/2' 0.48 1.81 1.81 0.62 0.62 SXSXFNPTXFNPT 3-5/8' Take Out Sprinkler Head 90 with Metal Thread Inserts APPROX. 1 FIG. NO. SIZE NET WTABS. INCHES INCHES 5007.3-S-81 3/4'x1/2' 022 0.56 1.62 SxFNPT -� 5007-3-S-81 1'x1/2' 0.27 OSO 1.76 SxFNPT 5007-3-S-81 1'04' 0.26 0.59 1.88 SxRVT 5007.3-S-81 1-1/4'x1/2' 0.30 OAR 1.95 SxFNPT Blazemaver' BlazeMaster® Fire Protection Fittings - THREADED TEES 5011 -3 -3 -S -BI -S 5011 -3 -3 -S -BI -L 5012 -S -BI 501211 -S -13I Im 5014R -S -BI Back To Back Tee with Metal Thread Inserts 5011.3 -3 -S -BI -S 1/Txl/2*xl' 3.3/8' Take Out 0.44 1.69 1.69 .62 FNPTXFNPTXS 5011.3-3-S-EIR 1/2'x1/2'xl' 3 5/8' Take Out 0.48 1.81 191 .62 FNPTXFNPTXS Sprinkler Head Tee with Metal Thread Inserts FIG. NO. SIZE NET WT.fLEIS. INCHES INCHES INCHES 5012-5.81 3/4'x3/4'x1/2' 0.22 0.41 0.42 1.60 SXSXFNPT 5012-S481 1' 0.44 0.80 0.80 1.48 SXSXFNPT 5012 -S -BI 1'xl'xl/2' 0.29 0.41 0.41 1.76 SXSXFNPT 5012 -S -BI 1-1/4'x1.1/4'x1/2' 0.34 0.52 0.52 1.95 SXSXFNPT 5012 -S -8I 1 -1/2'x1 -1/2'x1/2' 0.46 0.45 0.45 2.13 SXSXFNPT 5012-S-81 2'xTxl/2' 0.58 047 0.47 1.68 SXSXFNPT 5012R -S-81 1'x3/4'x1/2' 0.28 0.46 0.83 1.69 SXSXFNPT 5012R -S-81 1-1/4'xt'xl/T 0.34 0.51 0.63 1.94 SXSXFNPT 5012R -S-81 1-1/Tx1-1/4'x1/2' 0.47 0.46 0.67 2.13 SXSXFNPT 5O12R-S-8I 2'xl-1/Txt/T 0.58 0.48 0.78 2.38 SXSXFNPT Sprinkler Head Tee with Metal Thread Inserts APPROX.JOINT FIG. NO. S12E NET WT./LE1S. INCHES INCHES INCHES 5014R -S-81 1'xl/2'xl' 0.30 0.71 1.74 1.90 SXFNPTXS slazemater BlazeMaster® Fire Protection Fittings — THREADED TEST PLUG 450-005 Test Plug r"�1UNIVJOINT 450-M 1/2' 0.03 1.06 MFf Note: Test plop is whke PYC Schedule 40 metedel and is intended tot testing the system only. Tea plug should not 6e included as s component In the. completed system UNION END CONNECTORS FOR UNION TCBR-3 Brass End Connector t APPROX. tJOINT f " a_:1 t s S. INCHES INCHES TCBR-3 1/2' 0.33 1.02 043 FNPT TCBR-3 3/4" 0.43 1.02 045 FNPT TCBR-3 1" 0.52 1.19 OS3 FNPT J' TCBR-3 1-1/4" 0.85 1.42 0.55 FNPT TCBR-3 1-12" 1.81 1.42 O55 FNPT TCBR-3 2" 2.74 1.57 057 FNPT TCBR-3 3' 5.45 2.25 0.95 FNPT Blazemaster 0 El Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Intended to perform as a hanger to support only CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be Installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to support CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCOTM' Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13,13R and 13D. Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design' pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is recommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been know to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Note — Fastener into light gauge metal may be ordered separately. Minimum acceptable: #10 x 1" Hardened Self Threading Screw with 5/16" hex washer head. Order By —Figure number and CPVC pipe size. • Patent Pending m=rcMAWicar-ntomY coonnv...1'9[C\\\MM. ..T .Mnw..•n Mn�w_n .v. +w ��ww. �... Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size WtJ100 3/4 274. 11/16 1'/12 51/: 5/16 9 1 21716 17/14 12/1. 6 5/16 9 11/. 3'/,. 1% 11/18 6'/: 5/16 11 11/1 33/u 13/. 1%, 7 5/16 12 2 31/. 2% 1'/,• 6 5/16 15 m=rcMAWicar-ntomY coonnv...1'9[C\\\MM. ..T .Mnw..•n Mn�w_n .v. +w ��ww. �... L Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type Size Range — 3/4° thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Intended to perform as a hanger/restrainer to support only CPVC piping used In automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals -- Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design* protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allow- ing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installa- tion tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and pipe size • Patent Pending '• Hardened hex head seM threading screw Is fumished with the product and Is the minimum fastener size acceptable. OfIFICERIANUFACTURING FACKM: ! 1375 SAMPSON AVE ! CORONA CA 9W9 • PH. 951.7375599 a FAX.. 951.737,ICi1' 0 Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size VIItJ100 314 31h 110 13/16 5'/e 5✓16 9 1 3% 1" /u 1'/W 6 5/16 9 11/. 4e/,e 23/a 1'/1, 6'/2 5/16 11 1'/e 4 he 2'/u 1'/1, 7 5/16 12 2 47/a 27/u 13/1$ 8 5/16 15 OfIFICERIANUFACTURING FACKM: ! 1375 SAMPSON AVE ! CORONA CA 9W9 • PH. 951.7375599 a FAX.. 951.737,ICi1' 0 i SEC'T'ION 4 Badger x• DESCRIPTION Recordall" Cold Water Bronze Disc Meter Size 1" (DN 25rnm) NSF/ANSI Standard 61 Certified, Annex G Badger Meteroffersthe Recordall' Discmeter in Cast Bronzeand at.ead-Free Alloy. The Lead -Free Alloy (Trade designation: M70 -LL) version has been certified to comply with NSF/ANSI Standard 61, Annex G and carries the NSF -61 Mark on the housing. All components of the Lead -Free Alloy meter, ie, disc, chamber, housing, seals„ etc comprise the certified system. APPLICATIONS: For use in measurement of potable cold water in residential, commercial and industrial services where flow is in one direction only. OPERAYION: Waterflowsthroughthemetersstrainerandintothemeasudng chamber where it causes the disc to nutate. The disc, which moves freely, nutates on Its own ball, guided by a thrust roller. A drive magnet transmits the motion of the disc to a follower magnet located within the permanently sealed register. The follower magnet is connected to the register gear train. The gear train reduces the disc nutations into volume totalization units displayed on the register dial face. OPERATINGPERFORMANCE: The BadgerMeterRecordall Discmetersmeet orexceed registration accuracyforthe lowfiowrates(95%),norhaloperatirg flow rates (100:t 15%). and maximum continuous operation Row rates as specifically stated by AW WA Standard C700. CONSTRUCTION: Badger Meter Recordall Disc meter construction, which complieswithAISVAW WAsundardC700,conshtsofthreebasiccomponents: meter housing, measuring chamber, and permanently sealed register. The water meter Is available in bronze and Lead -Free Alloy with externally - threaded spuds. A corrosion -resistant engineered polymer material is used for the measuring chamber. To simplify maintenance, the register, measuring chamber, and strainer can be replaced without removing the meter housing from the installation. No chargegearsarerequWWforaccuracycalibratiom Interc hangeabirityofparts among like -sized meters also minimizes spare parts inventory Investment. MAGNETIC DRIVE: Direct magnetic drive, through the use of high-strength magnets, prides positive, reliable and dependable register coupling for straight-feading, remote or automatic meter reading options. SEALED REGISTER: The standard register consists of a straight -reading odometer -type totarm3tion display, 36V test circle with center sweep hand and flow finder to detect leaks. Register gearing consists of seiflubricating engineered polymer gears to minimize friction and provides long life. Pemtanentysealed;dirt, moisture, tampering and lens fogging problemsare eliminated. Multi -position register simplifies meter installation and reading Automatic meter reading systems are available for all Recordall Disc meters. All reading options are removable from the meter without disrupting water TAMPERPROOF FEATURES: Customer removal of the register to obtain free water can be prevented when the optional tamper detection seal wire screw or TDR)V tamper resistant seal screw is added to the meter. Both can be installed at the meter site or at the factory. MAINTENANCE: Badger Meter Recordall Disc meters are designed and manufactured to provide long-term service with minimal maintenance. when maintenance Is required, it can be performed easilye)therat the meter Installation or at any otiherconvenient location. As an alternative to repair by the utility, Badger Meter offers various maintenance and meter component exchange programs to fit the needs of the utility. CONNECTIONS: Tailpieces/Unions for installations of meters on various pipe types and sizes, including misaligned pipes, are available as an option. RD -T-1(411) Model 70 O.EbFfCAT_16N5 Typical Operating Range 1100%* 1 S%) Low Flow (Mln.95%) Maldmurn Continuous Operation Pressure Lou at Maximum Continuous Operation Maxlmum Operating Temperature Maximum Operating Pressure 11/4-70 GPM (28 to 16 m0fi" 3/4 GPM L17 m'/hr) 50 GPM 1113 m'/hd 6.5 PSI at 50 GPM (.45 barat 113 m'/hr) 801 (26•C) 150 PSI (10 bar) Measuring Element Nutating disc posiwe rAh Wwo nen* "IsterType Straight reading sealed napnvw drive standard. Rennie needing or Automatic Mehr Read.q units optional RegisterCapacky 10,000AOOGallom 1,000AOt1 Cubic Feet, 1011M W. 6 odometer wheats, Meter Connections AvailableInbronaandeighweed po1ymertofn1•(DNZ50 a W,,dtiveadbone diameter sizes. See tab4 betas METER SPUD AND CONNECTION SAES Slee •L' 'IM CnrDOW NM Deswurd n x �9 sore 111111110TINNIed . e M, Dia. Sped Tbr d 110M 1• x 10 3/4• 1 - 11/4-a-) r MATERIALS Meter Housing Cast Bronze, Lead -Free Alloy Housing Bottom Plates Bronze, Cast Iron, Lead-FreeAAoy MmuringChamber Disc Tarim Strainer Diu Spindle Magnet "natSpindle Register Lldand Shroud GeneratorHousing Engineered Polymer Engineered Polymer Stainless Steed Bronze Engineered Polymer Stainless Steel Ceramic Stainless Steel Engineered Polymer, Bronze Engineered Polymer `technical Brief 0 �r�.r r.r-r■ 0 -..--.-it--.■ _____ .r-�-�r-....��...�-.... -r•-r. rii..r-i ��_...�-rw.. -.�-..r �_..-�rr■u..� �r��ri.:..�. ter. -r,.■ ..-....--.rte_-�-.....-..-w.-r...r.w-�.�r•-.w.• -..--.-ter =� .. r -....-..r. �-.....��..-.--...• ..-�-�.. _.-..-err.•....-...�.-r.......-....-�-.w.. 11111114 IIIII II = IIIIIIII _ __ _ IIIIIIII r Due to conti enhancemer product or sy. ager 876-=71 extent an out Meter I P.o. et rnfhrmh as ES -A-2008 Series 200B A M E kS Double Check Valve Assemblies MSIR & WATMWORK• Sizes: t/z' — 2' (15 — 50mm) Features • Cast bronze construction • Separate access, top entry check valve design • Reversible seat disc rubber, extends check valve life • Chloramine resistant elastomers • Replaceable seats and seat discs • Compact design • Top mounted screwdriver slotted ball valve lest cocks • Low pressure drop • '/s —1 • (15 — 25mm) have Tee handles • No special tools required for servicing • Plastic on plastic check guiding reduces potential binding due to mineral deposits cuun Series 2008 Double Check Valve Assemblies are designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements. This series may be used in only those cross -connections identified by local inspection authorities as non -health hazard applications. Check with the local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. Series 2008 meets the requirements of ASSE Std. 1015 and AWWA Std. C510. Specifications Double Check Valve Assembly shall be installed at each noted location. Provide assembly with integral shutoff valves that conform to ASSE 1015 and AWWA C510. The assembly shall have top entry access points for each check assembly, screw driver slotted test cocks and require the use of no special tools for servicing. All wetted rubber parts shall be manufactured from silicone or chloramine resistant EPDM rubber. All valve seats and seat discs shall be replaceable. Seat discs shall be reversible to extend check valve life. Check valve guiding shall be plastic to plastic. The assembly shall be an Ames Company Series 2006. Job Name Contractor Job Location Approval Engineer Contractors P.O. No. Approval Representative Ames product saeeifieations in US. Custommy units and metric are approldmate and are provided for reference ony. For precise measurements, please contact Ames Technical SeMce. Ames re- serves Me right to change or madly product design. eellslrtl ON, specHiratlons, er materials without prior notice and without incurring any o ftgan to make such changes and modifications on Ames produds previcu* or subsepuertty sold. www.amesfifewater.com Available Models Suffix: S — bronze strainer W — locking handle ball valves HC — 2'/20 inlet/outlet fire hydrant fittings (2' valve) B — quarter -tum ball valves PC — internal polymer coating C&T — test cock cap & tether LBV — less ball valves A — street elbows with quarter -turn ball valves Prefix: Li — union connections Pressure -Temperature Operating Pressure:175psi (12.07 bar) Operating Temperature Range: 33°F —180°F (5°C — 82°C) Dimensions — Weights Materials Body: Braze Elastomers: Chloramine resistant silicone and EPDM Check Seats and Disc Holders: PPO Standards AWWA Std C510 compliant Approvals C ® zV. Ot 1015 IMPORTANT Inquire with goveming author/t/es for local lnstalletlon requirements. r---------------• [ 2008, 2008-5 >2: u2006, u200" h mm 2008 A •h mm I h .A mm h B mm h C mm 1 - 0 I �E� 1 ta F '�^ I h 6 °� I h 1 ft 4% 2 _ 50 1 173/a 441 1 6% 166 1 62he 167 1 551e 142_ 1 139/e 340 1 5311 137 1 Pis 87 1 11e1se 49 129.0 13.1 '3; 0 1, , 1 Capacities • Tjpieal maximum flow We (751eeVsec.) kPa Del 110 97 69 55 .41 2a i4 0 200B 2008 A U2008 'SPI p6mm) • tttt�Ritt1 tttttlfltttltltititi titflflltlitflt■ ttttflfliflflt■ tllllfltittflti� l iiiii ttttltitititiitttttltiRt�� MMMMMM : ii..�•� ��i��sz I 1 Rflflitflt�flllllitti•i iiiiiii I 'I O 1 2 3 4 5 6 7' 8 9 10 11 MOM 0 4 8 23 15 19 23 27 30 34 38 :,42 46Ipm 7.5 fps 2.29 mpg. ve (20mm) I 1 1__111111■111--�,.-1__111_ :I Il W (32mm) kP& psi 138 20 103 15 MMMMMMMIIMMMMMw ME-MEMENI PME :ME■ 1 .M..■■■' 1.M■..... 1 .1 11 ^I 1 :I II 1 iii' (40mm) ,.ii�itiiii■liiiii�i iiiiiiii■ litiiiiitti9 iiiiiiii■ I�iiiiitliD3/ fltlttittlitlt�tflfltiflfltitflfltiRttitflii■ Iiiiitlti�R3iI_� ' tti• tt� ttittiittt>ttltititti•ttt� tti•■ 1 tt1 tt�Rli� Csy � i I I tiflflfliflflfliflflflitflfltifll■flflliRllttt■ Iflitittiittfltifl■i kPa psi 97 14 83 12 69 10 55 8 41 6 28 4 14 2 0 0 P (5cmm) '4 12 20 40 60 80 100 120 140 160 200 gpm 15 46 76 152 228 304' 360 456 532 480 7601pm 7.5 fps 2.29 mpg A A M E S FlR6: e.WATBRWORKB A Division of iMaaS Regulator Company www.amesfirewater.com 1427 North Market Blvd. • Suite 09 • Sacramento. CA 95834 • Phone: 918-928-0123 • Fax: 918-928-9333 ES -A -200B 0532 ®Ames Are & Waterwotks, 2005 MMMMMM I 1 I I 'I I 1 1__111111■111--�,.-1__111_ :I Il W (32mm) kP& psi 138 20 103 15 MMMMMMMIIMMMMMw ME-MEMENI PME :ME■ 1 .M..■■■' 1.M■..... 1 .1 11 ^I 1 :I II 1 iii' (40mm) ,.ii�itiiii■liiiii�i iiiiiiii■ litiiiiitti9 iiiiiiii■ I�iiiiitliD3/ fltlttittlitlt�tflfltiflfltitflfltiRttitflii■ Iiiiitlti�R3iI_� ' tti• tt� ttittiittt>ttltititti•ttt� tti•■ 1 tt1 tt�Rli� Csy � i I I tiflflfliflflfliflflflitflfltifll■flflliRllttt■ Iflitittiittfltifl■i kPa psi 97 14 83 12 69 10 55 8 41 6 28 4 14 2 0 0 P (5cmm) '4 12 20 40 60 80 100 120 140 160 200 gpm 15 46 76 152 228 304' 360 456 532 480 7601pm 7.5 fps 2.29 mpg A A M E S FlR6: e.WATBRWORKB A Division of iMaaS Regulator Company www.amesfirewater.com 1427 North Market Blvd. • Suite 09 • Sacramento. CA 95834 • Phone: 918-928-0123 • Fax: 918-928-9333 ES -A -200B 0532 ®Ames Are & Waterwotks, 2005 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 D>1VE:, G/3/2008 51.4 GPM C:\WEIDNER RESIDENCE\2 SPRK.SDF JOB TITLE: WEIDNER RESIDENCE 2 SPRK CALC 25.0 GPM WATER SUPPLY DATA 26.4 GPM 22.0 - - - - 6.8 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC (N/A) 90.0 (N/A) 90.0 51.4 80.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 51.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 25.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 100 21.0 K= 4.90 7.0 13..0 101 22.0 - - - - 6.8 - - - 102 21.0 :K= 4.90 7.4 13.3 103 22.0 - - - - 7.2 - - - 104 22.0 - - - 8.3 - - - 105 22.0 - - - - 14.8 - - - 106 22.0 - - - - 15.5 - - - 107 12.0 - - - - 21.9 - - - 108 12.0 - - - - 22.6 - - - 109 12.0 - - - - 32.7 - - - TR 12.0 - - - - 35.3 - - - BR 2.0 - - - - 43.8 - - - UG 0.0 HOSE STREAM 47.4 25.0 M1 0.0 - - - - 68.4 - - - M2 0.0 - - - - 74.4 - - - BF1 0.0 - - - - 58.7 - - - BF2 0.0 - - - - 66.7 - - - SRC 0.0 SOURCE 80.5 51.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DAFiE:,,6./3/2008 C:\WEIDNER RESIDENCE\2 SPRK.SDF JOB TITLE: WEIDNER RESIDENCE 2 SPRK CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END EL2V. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.101 PL 1.00 PF 0.2 100 21.0 4.9 7.0 13.0 4.4 150 FTG 5.0 PE -0.4 101 22.0 0.0 6.8 0.0 0.031 TL 6.00 PV Pipe: 2 -13.0 1.101 PL 11.50 PF 0.4 101 22.0 0.0 6.8 0.0 4.4 150 FTG 1.0 PE 0.0 103 22.0 0.0 7.2 0.0 0.031 TL ;12:50 -;.PV Pipe: 3 -13.3 1.101 PL 1.00 PF 0.2 102 21.0 4.9 7.4 13.3 4.5 150 FTG 5.0 PE -0.4 103 22.0 0.0 7.2 0.0 0.032 TL 6.00 PV Pipe: 4 -26.3 1.101 PL 5.00 PF 1.1 103 22.0 0.0 7.2 0.0 8.9 150 FTG _5.0, PE 0.0 104 22.0 0.0 8.3 0.0 0.113 TL 10.00) PV Pipe: 5 -26.3 1.101 PL 41.00 PF 6.5 104 22.0 0.0 8.3 0.0 8.9 150 FTG 16.0 PE 0.0 105 22.0 0.0 14.8 0.0 0.113 TL 57_.00 PV Pipe: 6 -26.3 1.101 PL 1.50 PF 0.7 105 22.0 0.0 14.8 0.0 8.9 150 FTG 5.0 PE 0.0 106 22.0 0.0 15.5 0.0 0.113 TL 6-:50> PV Pipe: 7 -26.3 1.101 PL 10.00 PF 2.0 106 22.0 0.0 15.5 0.0 8.9 150 FTG 8.0 PE 4.3 107 12.0 0.0 21.9 0.0 0.113 TL 18.00,- PV Pipe: 8 -26.3 1.101 PL 1.75 PF 0.8 107 12.0 0.0 21.9 0.0 8.9 150 FTG 5_.0, PE 0.0 108 12.0 0.0 22.6 0.0 0.113 TL '6.7.5,, PV Pipe: 9 -26.3 1.101 PL 69.00 PF 10.1 108 12.0 0.0 22.6 0.0 8.9 150 FTG 20.0 PE 0.0 109 12.0 0.0 32.7 0.0 0.113 TL 89.00 PV Pipe: 10 -26.3 1.101 PL 16.50 PF 2.5 109 12.0 0.0 32.7 0.0 8.9 150 FTG 6.0 PE 0.0 TR 12.0 0.0 35.3 0.0 0.113 TL 22:50, PV Pipe: 11 -26.3 1.080 PL 10.00 PF 4.3 TR 12.0 0.0 35.3 0.0 9.2 120 FTG CB PE 4.3 BR 2.0 0.0 43.8 0.0 0.188 TL 22.67, PV Pipe: 12 -26.3 1.025 PL 11.00 PF 2.7 BR 2.0 0.0 43.8 0.0 10.2 150 FTG 6.0 PE 0.9 UG 0.0 H.S. 47.4 25.0 0.160 TL 17.00 PV Pipe: 13 -51.3 1.025 PL 17.50 PF 11.3 UG 0.0 H.S. 47.4 25.0 20.0 150 FTG 3.0 PE 0.0 BF1 0.0 0.0 58.7 0.0 0.551 TL 20.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE:-6✓3/2008 C:\WEIDNER RESIDENCE\2 SPRK.SDF JOB TITLE: WEIDNER RESIDENCE 2 SPRK CALC PIiE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 66.7 0.0 8.0 psi, 51.3 gpm BF1 0.0 0.0 58.7 0.0 Pipe: 15 -51.3 1.025 PL 3.00 PF 1.7 BF2 0.0 0.0 6'6.7 0.0 20.0 150 FTG ---- PE 0.0 M1 0.0 0.0 68.4 0.0 0.551 TL 3.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE M2 0.0 0.0 74.4 0.0 6.0 psi, 51.3 gpm M1 0.0 0.0 68.4 0.0 Pipe: 17 -51.4 0.995 PL 9.50 PF 6.1 M2 0.0 0.0 74.4 0.0 21.2 150 FTG ---- PE 0.0 SRC 0.0 SRCE 80.5 (N/A) 0.638 TL 9.50 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 16031158 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.121 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.2 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP i PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.101 2.53 6.33 , 2.53 6.33 7.59 1.27 12.66 12.66 6.33 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DPNTE:-6./3/2008 C:\WEIDNER RESIDENCE\2 SPRK.SDF JOB TITLE: WEIDNER RESIDENCE 2 SPRK CALC PAF.E: F MATERIAL: GUFP HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell -------------7------------------------------------------ Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee F 45 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.15 PAGE: K MATERIAL: CT -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45 -Ell TeeRun Couplg SwgChk GatVly NPTee 0.995 2.50 4.50 1.00 0.50 0.50 4.50 0.50 4.50 PAGE: L MATERIAL: CT -L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45 -Ell TeeRun Couplg SwgChk GatVly NPTee 1.025 2.50 4.50 1.00 0.50 0.50 4.50 0.50 4.50 100.0 1 80.0 2 G A _._U_ G E P 60_.0 R E S S U R E 40.0 p S i 20.0 0.0 E -14.7 WATER SUPPLY ANALYSIS Fixed Source Pressure: 90.00 psi LEGEND Available pressure 190.00 psi @ 51.4 gp Required pressure 2 80.46 psi @ 51.4 gpm A. Source Supply Curve B. System Demand Curve 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DA'IL:-6./3/2008 C:\WEIDNER RESIDENCE\2 SPRK.SDF JOB TITLE: WEIDNER RESIDENCE 2 SPRK CALC WATER SUPPLY CURVE 96+ I I 88+ I I i 80X I I I 72+ I I I P 64+ R E S S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I" X = Required Water Supply " I 80.46 psi @ 51.4 gpm " 8+ " 0 = Available Water Supply " I 90.00 psi @ 51.4 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) U A 1 HYDRAULIC CALCULATIONS FOR WEIDNER RESIDENCE @ t THE MADISON CLUB, LOT 94B LA QUI NTA, CA 2 SPRINKLER CALC. ➢ OCCUPANCY CLASSIFICATION: RESIDENTIAL ➢ DENSITY: 13 GPM / SPRINKLER ➢ REQUIRED AREA OF APPLICATION: 256 SQ. FT. ➢ COVERAGE PER SPRINKLER: 16 x 16 SQ.FT. MAX. ➢ NUMBER OF SPRINKLERS FLOWING: 2 SPKRS ➢ TOTAL SPRINKLER FLOW REQUIRED: 26.2 GPM ➢ DEMAND AT BASE OF RISER: 26.3 GPM @ 43.8 PSI ➢ SPRINKLER NPT SIZE: 1/2" (K -FACTOR = 4.9) ➢ CALCULATIONS BY: A. MITCHELL ➢ AUTH. HAVING JURISDICTION: RIVERSIDE CO. F.D. ➢ COMMENTS: PO BOX 1955♦ INDIO, CA 92202♦ PHONE 760-340-3602 FAX: 760-342-9440 CONTRACTOR'S LICENSE NO. 738506 C-16