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BRES2016-0355`78-495 CALLE TAMPICO C 0 V Sep �NMU�iI/ LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: . BRES2016-0355 Property Address: 78618 PEERLESS PL APN: 770310015 Application'Description: EMERY / 9,154SF DWELLING/VB/RES-3/CLASS A-FR/13D Property Zoning: Application Valuation: ' $861,168.50 Applicant: AVALON ARCHITECTUAL INC 20320 SW BIRCH ST STE 140 NEWPORT BEACH, CA 92660 SEP 11 2017 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 352393 VDate:Contiacto�JIS,21i, OWNER-BUILIRC�DECLAR TION I hereby affirm under penalty of perjury at 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).: q ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property'who builds or improves thereon, and who contracts for the projects with a coritractor(s) licensed pursuant to the - Contractors' State License Law.). n (_) 1 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 Lender's Address: - VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: /9111/2017 Owner: RODNEY & PAMELA EMERY 18100 VON KA.RMAN AVE, STE 500 IRVINE, CA 92612 Contractor: SHARRATT CONSTRUCTION INC 171 SAXONY ROAD #206 ENCINITAS, CA 92024 (858)759-9800 Llc. No.: 352398 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one ofthe following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3740 of the Labor Code, for the performance of theby k for which this permit is issued. �have and will maintain workers' compensation insurance, as required by Sect'- '3700 of the Labor Code, for the perfc:rmance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: ACE AMERICAN INSURANCE COMPALlY Policy Number: RWCC6439500 _ I certify that in the performance ofthe 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 s76uld become subject to the workers' compensation provisions of Section 3700 q�the Lab Co��' shall forthwith comply with those prpvisions. / /�j� � WARNING: FAILURE TO SECURE WORKERS' MPEN$ATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRYAINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($160,0130). 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 Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this appl"cation 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 employeAfor any act or omission related to ne work being performed under or followi%.,Jssuance'of this permit. 2. Ariy 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 in rmation is correct. I agree to comply with all city and county ordin ances and state la relating to building construction, and hereby authorize representaives of this city t enter uponyfSe above- mentioned properW for inspection purposes. /I Date: .9/11/2017 Application Number: BRES2016-0355 Owner: Property Address: 78618 PEERLESS PL RODNEY & PAMELA EMERY APN: 770310015 18100 VON KARMAN AVE, STE 500 Application Description: EMERY/ 9,154SF DWELLING/VB/RES-3/CLASS A-FR/13D IRVINE, CA 92612 Property Zoning: Application Valuation: $861,168.50 Applicant: Contractor: AVALON ARCHITECTUAL INC SHARRATT CONSTRUCTION INC 20320 SW BIRCH ST STE 140 171 SAXONY ROAD #206 NEWPORT BEACH, CA 92660 ENCINITAS, CA 92024 (858)759-9800 Llc. No.: 352393 Detail: NEW 9154 SQ. FT. SFD. THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, DRIVEWAY APPROACH, WATER FEATURE, FIRE PIT, OR BBQ. HOME IS FIRE SPRINKLED PER 2013 CRC CODES. 1 .1. FINANCIAL DESCRIPTION ACCOUNT QTY AMOUNT PLAN CHECK/PERMIT EXTENSION PROCESSING 101-0000-42600 1 $101.84 Total Paid for ADMINISTRATIVE: $101.84 DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $1,652.92 Total Paid for ART IN PUBLIC PLACES - AIPP: $1,652.92 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $35.00 Total Paid for BUILDING STANDARDS ADMINISTRAT,ON BSA: $35.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - CIVIC CENTER 252-0000-43200 0 $942.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 DESCRIPTION ACCOUNT QTY AMOUNT - DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - LIBRARIES 253-0000-43200 0 $344.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 DESCRIPTION ACCOUNT CITY AMOUNT DIF - PARKS/REC 251-0000-43200 0 $2,048.00 DESCRIPTION ACCOUNT _QTY AMOUNT DIF - STREET MAINTENANCE. 255-0000-43200 0 $116.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT . TEMP POWER SERVICE PC 101-0000-42600 0 $17.73 Total Paid for ELECTRICAL: $43.06 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $155.04 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $63.84 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $50.16 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $421.04 DESCRIPTION RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT>7KSF DESCRIPTION RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT>7KSF PC DESCRIPTION CONDENSER/COMPRESSOR DESCRIPTION CONDENSER/COMPRESSOR PC DESCRIPTION EXHAUST HOOD DESCRIPTION EXHAUST HOOD PC DESCRIPTION FURNACE DESCRIPTION FURNACE PC DESCRIPTION VENT FAN DESCRIPTION VENT FAN PC DESCRIPTION MULTI SPECIES RESIDENTIAL 0-8 UNITS - 2017 UPDATE DESCRIPTION MULTI -SPECIES RESIDENTIAL 0-8 UNITS - 2016 UPDATE DESCRIPTION NEW CONSTRUCTION PERMIT DESCRIPTION NEW CONSTRUCTION PLAN CHECK DESCRIPTION NEW CONSTRUCTION PLAN CHECK DESCRIPTION BACKFLOW DEVICE DESCRIPTION BACKFLOW DEVICE PC DESCRIPTION BUILDING SEWER DESCRIPTION ACCOUNT QTY 101-0000-42408 0 ACCOUNT QTY 101-0000-42600 0. Total Paid for GRADING: ACCOUNT QTY 101-0000-42402 .0 ACCOUNT QTY 101-0000-42600 0 ACCOUNT QTY 101-0000-42402 0 ACCOUNT QTY 101-0000-42600 0 ACCOUNT QTY 101-0000-42402 0 ACCOUNT QTY 101-0000-42600 0 ACCOUNT QTY 101-0000-42402 0 ACCOUNT QTY 101-0000-42600 0 Total Paid for MECHANICAL: ACCOUNT QTY 101-0000-20310 0 ACCOUNT QTY 101-0000-20310 0 Total Paid for MULTI -SPECIES RESIDENTIAL: ACCOUNT QTY 101-0000-42400 0 Total Paid for NEW CONSTRUCTION PERMIT: ACCOUNT, QTY 101-0000-42600 0 ACCOUNT QTY 101-0000-42600 0 Total Paid for. NEW CONSTRUCTION PLAN CHECK: ACCOUNT QTY 101-0000-42401 0 ACCOUNT QTY 101-0000-42600 0 ACCOUNT QTY 101-0000-42401 0 . ACCOUNT I QTY AMOUNT $38.00 AMOUNT $190.00 $228.00 AMOUNT $380.00 AMOUNT $253.30 AMOUNT $25.34 AMOUNT $10.14 AMOUNT $342.00 AMOUNT $227.97 AMOUNT $253.40 AMOUNT $101.40 $1,593.55 AMOUNT $24.00 AMOUNT $1,221.00 $1,245.00 AMOUNT $1,000.10 $1,000.10 AMOUNT $1,250.00 AMOUNT $934.35 $2,184.35 AMOUNT $12.67 AMOUNT $5.07 AMOUNT ` $25.33 AMOUNT 4- BUILDING SEWER PC 101-0000-42600 0. $17.73 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $633.50 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP.PC 101-0000,42600 0 $633.50 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS PC. 101-0000-42600 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN .101-0000-42401 0 $304.08 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $304.08 DESCRIPTION ACCOUNT QTY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $25.34 DESCRIPTION ACCOUNT QTY AMOUNT WATER HEATER/VENT PC 101-0000-42600 0 $15.20 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.67 Total Paid for PLUMBING FEES: $2,065.17 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $111.95 Total Paid for STRONG MOTION INSTRUMENTATIDN SMI: $111.95 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 DESCRIPTION ACCOUNT QTY AMOUNT SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 Total Paid for TUMF - RESIDENTIAL: $1,837.44 /n, Bin.# City of La Quinta i . Building a Safety Division �S P.O. Box 1504, 76-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # g-A Qfl Project Address: 78618 Peerless Place owner's Name:. Rod & Pam Emery A. P. Number. 770-310-01.5, 770-31,0-005, 770-310-006. Address: 18100 Von Karman Avenue, Suite 500 Legal Description: Lots 28/29, Tract 28470-1 City, ST, zip: Irvine, CA 92612 Contractor: Telephone: 949-852-0700 , ,f " ' R1.':: h -' Address: Project Description: City, ST, zip: New single family residence Telephone:.. City Lie. #; State Lic. #: V Arch Engr., Designer: Avalon Architectural, Inc. �, • Address: 20326 SW Birch Street, Suite 140 a G1 (w City., ST, zip: Ne ort Beach, CA 92660 Telephone: 9.49-640-0606 . ' ~, t, state Lic. #: C29294 '� ,,, '' : Name of Contact Person: Jeff Anderson Construction Type: , VB Occupancy: R3 & U Project type (circle one): New Add'n Alter Repair Demo Sq• FL: 12,446 # Stories:1 + Bsmt # Units: 1 Telephone* of Contact Person: 949-640-0606 Estimated Value of Project: 874,746 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACIC NG PERMrr FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit. . Toss Calcs• Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan tad Review, ready for correctiousrssue Electrical Subcoutactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M,I, H.O.A. Approval Plans resubmitted Grading IN HOUSE,- '^' Review,' ready for correctionsflssue Developer Impact Fee Planning Approval Called Contact Person A J.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees av'99F.Unified TE OF COMPLIANCE RE School District 47950 Dune Palms Road Date: 6/9/2017 JUN 0 9 2017 La Quinta, CA 92253 No.: 17-00597-1 (760)771-8515 CITY OF LA QUINTA Owner: Emery COMMUNITY DEVELOPMENT Address: City: Type: Single Family Residential Lot # Street No. 78618 Comments: Street Name Peerless Place Email: Jurisdiction: La Quinta Tract #: Sq. Feet APN 9154 770-310-015 0%ifleO S ey cyo 0 �MWn�r=s r r wgELLLSE o, �� WMAttiE�lth�`.aY Permit No. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, re _ w under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) o; e c mobile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.48 X 9154 S.F. or $31,855.92 have been paid for the property listed above and that ' permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Check No.: 000239756 Fees Paid By: CC/Manufactures Bank - Jeff Anderson Telephone: 949-640-0606 Bank Name/Recipient of Certificate Funding: Residential By Scott Bailey Superintendent Fee Collected/ Exempted by: Sharon M Certificate Fees file: $311855.0_,�, Original Payment(s) Rec'd: $C C New Payment Rec'd: $31 81 /��l/ C?iser/Under: NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you Ut the 90-day approval period in which you rnaya'3�a,. other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the cl: _ .. . which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. v C`� RECORDING REQUESTED BY CITY OF LA QUINTA When recorded, return to: CITY OF LA QUINTA CITY CLERK 78-495 CALLE TAMPICO LA QUINTA, CA. 92253 THIS AREA FOR RECORDER'S USE ONLY _ I 2016-02 87 2 Z D 07/12/2016 09:08 AM � o � ***Customer Copy Label* M era The paper to which this label is affixed has not been compared with the � m 0 , o filed/recorded document C � ti Peter Aldana y County Of Riverside M Assessor -County Clerk -Recorder 4 CERTIFICATE OF PARCEL MERGER NO. 2016-0003 RECORD OWNERS EXISTING PARCELS (Assessor Parcel Numbers) Rodney F. Emery & 770-310-015 Pamela L. Emery Rodney F. Emery & 770-310-00 5 & 770-310-006 Pamela L. Emery LEGAL DESCRIPTION OF MERGED PARCELS See attached - Exhibit "A" and Exhibit "B" SIGNATURE(S) OF RECORDED Vft,,,ER(S) ( st be Notarized) PrintName/Title: Rodney F. Emery Signature: g Print Name/Title: Pamela L. Emery Signature: Print NameTtle: Signature: Print NameTitle: Si nature: This ertificate�o%f Parcel Merger reflects Parcel Merger No.2016 - 0003 as approved by the City of La Quinta. Date: �ci oZ 8 T'krlothy R. Jo as on, P. Public Works Director/ City Engineer, R.C.E. No. 45843 NOTARY ACKNOWLEDGEMENT A notary public or other officer completing this certificate verifies only the identify of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document NIIA ) STATE OF CALIFUk� COUNTY OF� C ) On a A C; . eat I r before me, r Date ( ) ° "; � ('ame and Title of officer) personally appeared �) 'i l (Name(s) of signer(s)) who proved to me on the basis oftsatisfactory evidence to be the person(s) whose name(s) Dare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the Sate of California that the foregoing paragraph is true and correct. WITNE S m ha and official seal Y I try rye . Uftem •.< 01AW 6aHpt4y C cam. sa 19)20 a". > Notary Rublic A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California County of Riverside On June 28, 2016 before me, SUSAN MAYSELS, Notary Public, personally appeared TIMOTHY R. JONASSON who proved to me on the basis of satisfactory evidence. to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. SUSAN AYS MELS` Commission * 2017S8 Notary; Public - California z Riverside County Signature My Comm. Expirei Apr.13, 2017 (seal) DOCUMENT: CERTIFICATE OF PARCEL MERGER NO. 2016-0003 re: APN 770-310-015, 770-310-005, and 770-310-006 — owner(s): Rodney F. Emery & Pamela L. Emery MAR 15 2017 CITY OF LA QUINTA COMMUNITY DVELOPMENT EXHIBIT "A" LEGAL DESCRIPTION CERTIFICATE OF PARCEL MERGER 2016-0003 PARCEL "A" That certain parcel of land located in the City of La Quinta, County of Riverside, State of California, being all of Parcel B of City of La Quinta Lot Line Adjustment 98-279 as described in a Grant Deed recorded May 18, 1998 as Instrument No.190346, Official Records of said County, together with all of Lot 29 of Tract Map No. 28470-1, as shown by a map on file in Book 263, Pages 76 through 90 inclusive of Maps, Records of said County, more particularly described as a whole as follows: BEGINNING at the most southerly corner of said Lot 29; Thence along the boundary lines of the aforementioned parcels through the following courses: _... ..... _. __.. _ _. _.. _ _ . ........... ......... North 33°07'29" West a distance of 99.17 feet to the beginning of a non -tangent curve, concave northwesterly, having a radius of 443.50 feet, a radial line of said curve bears North 49°23'31" West from said point; Thence along said curve northeasterly an arc distance of 145.16 feet through a central angle of 18°45'13" to a point of compound curvature with a curve concave northwesterly, having a radius of 518.50 feet, a radial line of said curve bears North 68°08'44" West from said point; Thence along said curve northeasterly an arc distance of 194.97 feet through a central angle of 21°32'42"; Thence radially from said curve South 89°41'26" East a distance of 93.49 feet; Thence South 24°57'57" East a distance of 150.50 feet; a MAR 15 2017 NITY DEELOPMEN Page 1 of 2 Thence South 06'54'49" West a distance of 126.02 feet; Thence South 18°12'03" West a distance of 109.49 feet; Thence South 79°28'20" West a distance of 168.48 feet to the POINT OF BEGINNING. CONTAINING: 67,632 Square Feet (1.55 Acres), more or less. SUBJECT TO all Covenants, Rights, Rights -of -Way and Easements of record. Graphically depicted on 'EXHIBIT "B" — PLAT', attached hereto and by this reference made a part hereof. This Certificate of Parcel Merger reflects Parcel Merger No. 2016-0003, as approved by the City of La Quinta. This legal description was prepared by me or under my direction. Benjamin Daniel Egan, PLS 8756 Prepared: June 9, 2016 Page 2 of 2 MAR 15 2017 CITY OF LA QUINTA MMUNITY DEVELOPMENT EXHIBIT "B" PLAT [S89°41'26"E(R)] i I 93.49 LEGEND: 3 ` 0� EXISTING LOT LINE �S^y��"� s� O 0- DELETED LOT LINE Q -' (110 p ) 9 4 o I (P. U. E. ® BOUNDARY OF PARCEL 1 ) i �,� � PARCEL B . 9 - - - - - EASEMENT O.S.E. / C7 ' LLA 98- 279 — — — — EASMENT P.U.E. /� 199 APNa 19o0-oi 4 6 () DENOTES RECORD DATA PER TRACT / MAP NO. 28470-1 (MB 263/76-90) / Q o / [ ] DENOTES RECORD DATA PER LLA 987279S. PER GRANT DEED REC. 5/18/1998 AS INST. #190346, O.R. PARCEL A ' / h / 1.55 ACRES ' O / / LOT LINE TO N / h / BE DELETED I LOT 29TRACT ' MB 263/76 -90 3 iN APN 770-310-005 & 006 a� min 4g o e — - - - - - --OPPBEE NAiURA� � UADEN�" EASEMENT v OPEN SPACE 168.4zz 5 D o � S79 28 20 W r P.O.B. S'LY COR. LOT 29 m cfl i r I SHEET 1 OF 1 CERTIFICATE OF PARCEL MERGER 2016-0003 BIN DANIEC GAN, PLS LS 8756 DATE: 6/9/2016 y�J 'Tradition February 7, 2017 REV=IVED Mr. and Mrs. Rod. Emery MAR 1 5 Z 017 181.00 Von Karman Avenue, Suite 500 Irvine, CA 92612 CITY OF IA QUINTA RE: Lots 28 & 29, Tr. 28470-1 at 78618 & 78638 Peerless Place COMMUNITY DEVELOPMENT Construction Documents Submittal #2 Dear Mr. and Mrs. Emery: This correspondence shall serve as notification from The Tradition Architectural Design Review Committee ("ADRC") that your revised construction document submittal was reviewed at the February 2, 2017 meeting. The project was previously approved to start construction subject to the issuance of at Building Permit. The following comments should be handled, as applicable, during construction. 1. There is a drywell indicated at the garage motor court. It is unclear how the drywell will overflow to the street as the drainage plan indicates a connection to the underground drainage system but not to the drywell overflow. Please clarify the intent and make the necessary adjustments so the drywell will overflow properly. to addition, the committee is still concerned with the design as it indicates that overflow will drain to the adjacent property. This design has the potential to damage the neighbor's slope and landscape. 2. The garage door and finish were approved as submitted- 3. Courtesy comment: The planting details do not appear to account for the slopes, some of which are steeper than 2:1 at the front of the lot. There was no detail given for the trees planted on the slope so this will need to be worked out in the field to provide protection of the root balls. 4. The exterior light fixtures submitted were approved subject to the size of the fixtures being clarified. In addition, the use of seeded glass is required and the bulb wattages must be consistent with the guidelines. Please contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail_com with any questions or to schedule your Pre -Construction Meeting once a Building Permit has been received. No work may commence at the lot (including installation of temporary facilities) until the Pre -Construction Meeting has been held. Sincerely, THE TR4D177ONAL ARCHITECTUR4.L DESIGN REVIEW COMA9I77EE Title: AIDn � 4 -n Date: cc: Jeff Anderson RGA ADRC File Pursuant to CaL Civil Code any rejection by the ADRC may be appealed to the Board of Directors for the Association. /f you wish to pursue an appeal, please contact the Association's property manager so that you may be put on the next meeting agenda DESERT RESORT MANAGEMENT POST OFFICE BOX 14387 • PALM DESERT, CALIFORNIA 92255-4387 42-635 MELANIE PLACE, SUITE 103 ^ PALM DESERT, CALIFORNIA 92211 TELEPHONE (760) 346-1161 • FAX (760) 346.9918 P,4,C 5 2-0 kot. CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCEFOR RELEASE OF BUILDING PERMIT Fdrin updaied & effectivO.912512009 ,Green Sheet approvals. are, forwarded, to the BUilding.& Safety NO rtrrient directly by Public Work s. Please DO NOT submit the Green Sheet. (Public Works Clearancel Packet to the Public Works Department Until :ALL requirements listed, below are complete. Inco plete appli ti or applications which cannot be processed will be ica. ions returned. to. applicant:. plidant Date: ..,02 06 17 Rod Emery V Developer:.. 28470A Traditiph TractNo.: Tract Name- Ad..d I r . e. ss. (s): 78-618:Peerless Place. Lot NoAs).- 28.&.2$ Phone .NUmber:,( 9491, The following are the requirements for Public Works Clearance to authorize issuance .of a building permi t the Building&Safety Department: 0. 0 2. 3. 4, 5. 7. Attach f4d, Elevation :Certificates in compliance with the he approved design elevation for building pad (frakirrium: allowable deviation of 4-/- 0.1 foot). Pad ad Elevation Certificates must be current :(.within. 6 ,months: (if current date.),, If a::precise grading plan creates the pad for approva(, lease. withhold: green sheet 0 9: submittal until a Pad ElevationCertificate canbe provided. Attach geotech:ni.cal -certification of grading plan Compliance: including., compaction reports from a. licensed. Soils Engineer.. Recently rough: graded residential deve lopffiepts Which have a previously approved ig.eotechnical certification :are: ;exempt from this requirement: Attach recorded final map or:title.1nform6tion/grant deed showing proposed building locations.are legal lots. Complete the attached < 1 acre :per lot of infill project F Uqitive Dust Control pf6ject'infcyrmaiion.l.orm,.PM1:0: plan.& agreement orproVide afternativ6.& valid City approved PIVI 10 planset reference number or hard copy plan.. PM1.0 plans for c.o.mmercial.& residential developments s (beyond, 1 lot) are submitted separately - With grading, plans &. are subject to additional :requir ements,_. A current: PM1 0 certification number is required. Attach: a copy of the, tough of precise grading: I to the Public.'Works ., ing: pan Department shdi.Wing building location(s) for :pad elevation Verification. AO' flood zone developments willire an approved require roved flood plain development . . .. plan.. Attach .sOpp supporting d tation fo or ing . ocu.men. for wall monument sign., grease trap or spec iat facility installations. Completeand. sign the attached water quality management plan (WQMP) ex.emplion fOrm, if applicable. PW :approved building con.strUction projectsrequite ei her -a WGIVIP or a completed. WQMP:&xemptjon form. Approved: maps/pIanp s. ma.y be viewed at the following link: sqprch.pspx I have 1reviewed and, confirmed the requirements listed above as presented And find the improvements, to be s�ufficieritly complete for construction of the proposed buildings/struc s/wall /'gh turPr s s s. on the subject lot(s), Pursu6imto. my findings, the above projec t; May be releasedfor buil.dingpermit iss uance, This section completed: by City s. ff. -7 ReCoMmended.by: Date: 7 t 4 ,21,. REC Public Works. Distribution- Ghetn Sheet to Building & Safety EIVEr Green, Sheet to Planning 0.00a.rtment, MAR 15 2017 Declined for- approval. for reasons) as please correct and resubmit: T!lCheckfiis - Forms & Appfic.atien.OI o.rm. s .&Av.0jtt.JonA.GRD... SHEET cover & .PM.1 0 IessiFlian 1 Ac(e'ftevjSodl 0-02-1 2Aoc"muNiff DEVELOOiwr City of La Quinta - PM10 Fugitive Dust Control Project Information Construction PhaSp- PM n Anrapmant l t 1 arra/Int nr InCll Dr�:nntl Project Information Project Contractor: Sharratt Construction, Inc. Project Phase Project Name: Emery Residence - single family residence (check one) Project Tract/Lot Numbers: Tradition / 28470-1 / Lots 28 & 29 O Construction 0 Demolition Project Street Address: 78-618 Peerless Place, La Quinta, CA 92253 Total Acres in Active Anticipated Start Date: 06 / 01 / 17 Anticipated Completion Date: 12 / 30 / 18 Construction (< 1 acre per Lot): 0.84 AC disturbed 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: Chris Carroll Title: Owner Company Name: PM10, Inc. Mailing Address: 73-660 Hwy 11, Suite #4 City, State, ZIP Code: Palm Desert, CA 92260 Primary Phone #: 760-779-8899 Q Fax #: Z o C3 g 51. 24 Hour Emergency gUJ Phone#: 760-835-2824 r1 u, Cell Phone #: 760-379-5849 *sow Z Email Address: info@pml0.com PM10 Certificate #: CV1408-001002-1079 The above stated nrnnerty nwnar Inrg"thnri7arl ronraccnt�tivol• s• 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; S• 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; s• 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; Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; Shall hold mless the City/County and its representatives from liability for any actions related to this dust control Ian or 1kny City/County initiated abatement activities. »/1/7 Signature oP y Owner or Authorized Representative Date ` , L Water 'Quality Management Plan (WQMP) .Exemption ; form - WhiteWater River Region Documentation of Project NotReguiring a 1NQNIP but Requiring Site Design BIVIPs and .Source Control BMPs. by Entitlement 'Conditions of Approval or Permit Conditions..— WQMP Required for :the Listed Change of Land Uses or for -Changes. of ;Pollutant (Ail l Questions Below Must be Answered 'NTo Exempt Project) Yes. Na Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious areawhere the. pre -development natural slope is 25% or. seater? Entitlement :or construction of new single-family hillside resid6nce(9)` that create 710,00.0 square feet; or more; of Impervious area where the pre -development natural slope is 10% or greater where erosive soil conditions are known? Entitlement or construction of new commercial and industrial d*evelo. pment(s)l of 1,60,000 square feet or more? Entitlement or construction of new automotive repair shop(s:) including body, upholstery, paint, exhaust, tire, transmission; engine or other automotive specialty repair. IStandard lndUstria , -Classification (SIC) codes 5013, .7532, 7533., 7534,.7537,.7538; and 75391? Entitlement .or construction. of how retail gasoline outlet(s) disturbing greater -than 5,000 square feet.?. Entitlement or construction of new restaurantjsl (or poten#ial, restaurant shell space) disturbingr greater than 5,000 s uare feet? Entiti.e:ment or construction of new home subdivisions) With. N or more hdq;Mng units? Entitlement or construction of new parking lot(s) of 5,000 square feet or snore, or with 25 or more parking::spaces; and potentially exposed to Urban Runoff? Applicant Information Name and Title Rod A, Pam Emery Company, a Phone 949-852-0700 o a Email - C LM. . Project Information r--4 me Residence. Project Name SFFl ry Q Type fSPlf; Multi -Family; Commercial 'Eta)LU Location or Street Address 78-618 Peerless Place,. La Quinta' Nearest Gross Streets Avenue 52.8 Washington Bisset Municipality/County/Zip Code La Quinta Tract Number(s)and/or Assessor Parcel Number(si 28470-.1; 770-310.0'15, 770=310-005', 770,3110 006 (.merged.nowj Other location Information Tradition Watershed` Whitewater River Source Control B.MP Information Size of Project Area :(nearest 0. t acre) 0.84 AC disturbed area Project. Area managed with Site Design or. Low Impact .Development (LID) BMPs-jnearest o.1 acre► 0184 AC disturbed area Is .the project':subject to-•onsite retention by. City: No. project drains to the T.raditiongolf course and :community ordinance or polcy3 drainage system, Name of the. Entity that will implement, operate, and'' PM70 Inc. maintain the Source Control BMPs_ . Contact Name Chris Carroll Street or Mailing Address: 73.660 Hwy 111, Suite #4 City:Palm Desert Zip Code` W260' Phone 76.0-779-8.899 Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Education/Training for Property Owner, Operators, Occupants, or Employees Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item To be Provided Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff .� Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Project by Project basis) BMP Acknowledgement The applicant shall comply with listed BMPs and applicable provisions of the City's NPDES stormwater discharge permit, Signature: �;,, �— LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Print Name:&ery Water); Riverside County Ordinance No. 457; the California o Regional Water Quality Control Board — Colorado River Basin Title: Owner uez Region Board Order No. R7-2008-0001 and the State Water �® r—+ Resources Control Board's Order No. 99-08-DWQ. 't Date: / / t `� 1 p Phone: ( 949 l 852-0700 Z w 5a Z O CY� g® u_ OZ O� O O Applicant Certification I certify that I have read this form in its entirety and understand the City's submittal and review process and the Signature: requirements for this form. I understand and agree that if duringthe processing of the form, it is determined the p g Rod -m Print Name: information contains errors or omissions, clarification and/or supplemental information may be required and the Title: Owner preparation of such information may be considered, in the Community Development Director's judgment, an Date: 7 unreasonable delay and will result in a suspension of ! Il — — — processing time limits in accordance with the California Code phone: 949 852-0700 of Regulations, Title 14, Section 15109. I ) Owner Certification 1 certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and i am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction obligations being imposed on this real property. Signature: Print Name: ' Title: Owner Date: 1 J? 1 1^7 Phone: 1 949 ) 852-0700 MAR 15 2017 CITY Of LA QUANTA COMMUNITY DEVELOPMENT CrV Project Address: �—�lg pess APN #: ` PERMIT # 10 PLAN LOCATION: Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech 1 nt r ct Ae— L'--l- ->f�e Applicant Name: Av-,46,-, � �1 Address: tgOC)G City, ST, Zip: e2 C Telephone: 60 L �} 6 Email: e a Valuation of Project $ V 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 I . / OFFICE USE ONLY # Submittal Req'd •Ree'd. Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD 101 C CF1 R-PRF-01 Project Name: Residential Building Calculation Date/rme: 10:58, Fri, Jun 08, 2018 Page 1 of 15 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Title 24 Analysis 03 Project Location 78-618 Peerless Place 04 City La Quinta 06 Zip Code 92253 08 Climate Zone CZ15 10 Building Type Single Family 12 Project Scope Newly Constructed 14 Total Cond. Floor Area (ft2) 9154 16 Slab Area (ft2) 6726 18 Addition Cond. Floor Area(ft2) n/a 20 Addition Slab Area (ft2) n/a Standards Version Compliance 2017 C ian nager Version BEMCmpMgr 2016.3.0 (1016 SP2) IfSN9JEre Version EnergyPro 7.2 F ICardinalj 0 3,4 e ling Units 1 lb'Wumber of zones 9 7 Ift4k Number of Stories 1 Natural Gas Available Yes Glazing Percentage (%) 34.7% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CECapproved HERS provider. 03 This building incorporates one or more Special Features shown below ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 3.05 4.06 -1.01 -33.1 Space Cooling 81.07 88.59 -7.52 -9.3% IAQ Ventilation 0.76 0.76 0.00 0.0% Water Heating 1.79 1.48 0.31 17.3% Photovoltaic Offset — -14.13 14.13 — cJ= rgy ta! 86.67 80.76 5.91 6.8% f rr -u �..�, iNTA r 1 RegistrpQ �ur �''21& � �vr0 0000000 aoa0 �� Registration Date/Time: 2018-06-11 06:38:31 HERS Provider: CaICERTS �nc. 3' CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Input File Name: Emery Residence-2016 .ribdl6x CF1 R-PRF-01 Page 2 of 15 ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC) with California modeling assumptions. A score of zero rep esetnts the energy performance of a building that combines high ievels of energy efficiency with renewable generation to"zero out" its TEN energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the FOR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Efficiency EDR of Proposed Efficiency EDR Value of Pro 47.4 posed PV + Battery Final Proposed EDR 51.2 46.5 4.7 ❑ Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement for Single Family in climate zone CZ15 (Palm Springs) (CALGreen A4.203.1.2.3) including on -site Notes: photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. • Excess PV Generation EDR Credit: Bypassing PV size limit ma violate Net Energy (Metering (NEM) rules ENERGY DESIGN RATING PV SYSTEM INPUTS - DETAILED DC System Size (kWdc) 25.5 Module Type Premium . PV System offsets 91 % of the total proposed design kTDV/ft-yr CFI I Azimuth (deg) f Tilt Input ❑ 135 I deg Array Angle (deg) 10.0 Tilt: (x in 12) 2.1 Inverter Eff. (°/,) 96 ENERGY DESIGN RATING BATTERY INPUTS The battery model does not currently include energy consumption for cooling the battery during charging in environments above 77°F or to keep the battery from freezing in winter, if outdoors. Charging Control Capacity (kWh) Efficiency Rate (kW) Basic E25.5 0 0 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • PV System: 25.5 kWdc • Battery System: 25.5 kWh • Window overhangs and/or fins • Metal -framed assembly • Structurally insulated panel (SIP) assembly • Non-standard duct location (any location other than attic) Discharging Efficiency Rate (kW) 0 0 Registration Number: 218-P010164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance CaICERTS inc. Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Residential Building Calculation DateMme: 10:58, Fri, Jun 08, 2018 Page 3 of 15 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • High quality insulation installation (QII) • IAQ mechanical ventilation • High R-value Spray Foam Insulation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Verified Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Ducts located entirely in conditioned space confirmed by duct leakage testing • Low -leakage Air Handling Unit Domestic Hot Water System Verifications: • Pipe Insulation, All Lines BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Number of Dwelling Conditioned Floor Area (ftZ) Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 9154 1 7 9 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Floor Area Avg. Ceiling Zone Name Zone Type HVAC System Name (ft2) Height Water Heating System 1 Water Heating System 2 ZONE 1-FOYER/ HALLWAY Conditioned ZONE 11 1128 13 DHW Sys 1 n/a ZONE 2-BEDROOM 1 Conditioned ZONE 22 689 13 DHW Sys 1 n/a ZONE 4-BEDROOM 4 & 5 Conditioned ZONE 43 1010 13 DHW Sys 1 n/a ZONE 5-KITCHEN Conditioned ZONE 54 970 13 DHW Sys 1 n/a ZONE 6-DINING Conditioned ZONE 65 392 13 DHW Sys 1 n/a ZONE 7-LIVING Conditioned ZONE 76 1312 13 DHW Sys 1 n/a ZONE 8-MASTMEAR BEDROOM/ Conditioned ZONE 87 1420 13 DHW Sys 1 n/a ZONE 9-GYM GAME ROOM Conditioned ZONE 98 979 13 DHW Sys 1 n/a ZONE 3-BEDROOM 2 & 3 Conditioned ZONE 39 1254 13 DHW Sys 1 n/a Registration Number: 218-P010164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x CF1 R-PRF-01 Page 4 of 15 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Wndow & Door Area (ft2) Tilt (deg) NW Wall ZONE 1-FOYER/ HALLWAY Metal Frame Wall W/ R-22 315 - specify - 350 40 90 SE Wall ZONE 1-FOYER/ HALLWAY Metal Frame Wall W/ R-22 135 - specify - 1 300 20 90 NE Wall ZONE 1-FOYER/ HALLWAY Metal Frame Wall W/ R-22 45 - specify - 185 0 90 NW Wall 2 ZONE 1-FOYER/ HALLWAY Metal Frame Wall W/ R-22 315 - specify - 220 30 90 SW Wall ZONE 1-FOYER/ HALLWAY Metal Frame Wall W/ R-22 225 - specify - 170 30 90 NE Wall 2 ZONE 1-FOYER/ HALLWAY Metal Frame Wall W/ R-22 45 - specify - 85 15 90 Underground Wall ZONE 1-FOYER/ HALLWAY 8 CMU Wall n/a n/a 167 n/a n/a Underground Wall 2 ZONE 1-FOYER/ HALLWAY 8 CMU Wall n/a n/a 137 n/a n/a Interior Surface 9 ZONE 1-FOYER/ HALLWAY»ZONE R-19 Floor n/a 1-FOYER/ HALLWAY n/a 385 n/a n/a NW Wall 3 ZONE 2-BEDROOM 1 Metal Frame Wall W/ R-22 315 - specify - 250 48 90 SW Wall 2 ZONE 2-BEDROOM 1 Metal Frame Wall W/ R-22 225 - specify - 230 48 90 NE Wall 3 ZONE 2-BEDROOM 1 Metal Frame Wall W/ R-22 45 - specify - 290 15.9 90 Interior Surface ZONE 2-BEDROOM 1 -ZONE R-13 Wall n/a n/a 290 0 1-FOYER/ HALLWAY n/a Raised Floor ZONE 2-BEDROOM 1 R-19 Floor /Over Garage n/a n/a 689 n/a n/a SW Wall 3 ZONE 4-BEDROOM 4 & 5 Metal Frame Wall W/ R-22 225 - specify - 220 0 90 SE Wall 2 ZONE 4-BEDROOM 4 & 5 Metal Frame Wall W/ R-22 135 - specify - 390 165.5 90 NE Wall 4 ZONE 4-BEDROOM 4 & 5 Metal Frame Wall W/ R-22 45 - specify - 157.5 36 90 Interior Surface 2 ZONE 4-BEDROOM 4 & 5 R-13 Wall n/a n/a 390 0 n/a W Wall ZONE 5-KITCHEN Metal Frame Wall W/ R-22 270 Right 332 230.094 90 E Wall ZONE 5-KITCHEN Metal Frame Wall W/ R-22 90 Left 390 55.5 90 Interior Surface 3 ZONE 5-KITCHEN»ZONE R-13 Wall n/a n/a 390 0 4-BEDROOM 4 & 5 n/a N Wall ZONE 6-DINING Metal Frame Wall W/ R-22 0 Front 284 187.5 90 E Wall 2 ZONE 6-DINING Metal Frame Wall W/ R-22 90 Left 247 197.5 90 S Wall ZONE 6-DINING Metal Frame Wall W/ R-22 180 Back 284 187.5 90 Interior Surface 4 ZONE 6-DINING»ZONE R-13 Wall n/a n/a 284 0 5-KITCHEN n/a W Wall 2 ZONE 7-LIVING Metal Frame Wall W/ R-22 270 Right 479 450 90 E Wall 3 ZONE 7-LIVING Metal Frame Wall W/ R-22 90 1 Left 533 314.4 90 Registration Number: 218-Po10164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Page 5 of 15 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x S Wall 2 ZONE 7-LIVING Metal Frame Wall W/ R-22 180 Back 350 135 90 Interior Surface 5 ZONE 7-LIVING»ZONE 5-KITCHEN R-13 Wall n/a n/a 284 0 n/a W Wall 3 ZONE 8-MASTER BEDROOM/ MA Metal Frame Wall W/ R-22 270 Right 559 193.5 90 E Wall 4 ZONE 8-MASTER BEDROOM/ MA Metal Frame Wall W/ R-22 90 Left 468 152.5 i 90 S Wall 3 ZONE 8-MASTER BEDROOM/ MA Metal Frame Wall W/ R-22 180 Back 552 132.3 90 Interior Surface 6 ZONE 8-MASTER BEDROOM/ R-13 Wall n/a n/a 520 0 MA —ZONE 7-LIVING n/a W Wall 4 ZONE 9-GYM GAME ROOM Metal Frame Wall W/ R-22 270 Right 320 40 90 E Wall 5 ZONE 9-GYM GAME ROOM Metal Frame Wall W/ R-22 90 Left 320 40 90 S Wall 4 ZONE 9-GYM GAME ROOM Metal Frame Wall W/ R-22 180 Back 470 273.5 90 N Wall 2 ZONE 9-GYM GAME ROOM Metal Frame Wall W/ R-22 0 Front 470 25.3 90 Interior Surface 7 ZONE 9-GYM GAME ROOM»ZONE 6-DINING R-13 Wall n/a n/a 320 0 n/a NW Wall 4 ZONE 3-BEDROOM 2 & 3 Metal Frame Wall W/ R-22 315 - specify - 447 39 90 SE Wall 3 ZONE 3-BEDROOM 2 & 3 Metal Frame Wall Wl R-22 135 - specify - 230 0 90 NE Wall 5 ZONE 3-BEDROOM 2 & 3 Metal Frame Wall W/ R-22 45 - specify - 330 157.5 90 Interior Surface 8 ZONE 3-BEDROOM 2 & 3»ZONE R-13 Wall n/a n/a 290 0 1-FOYER/ HALLWAY n/a Raised Floor 2 ZONE 3-BEDROOM 2 & 3 R-19 Floor /Over Garage n/a n/a 1254 n/a n/a Registration Number: 218-Po10164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Page 6 of 15 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x OPAQUE SURFACES - Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 Name Zone Orientatio Skylight Area Roof Rise Roof Roof Tilt Roof Roof Framing Type n Area (ft2) (ft2) (x in 12) Pitch (deg) Reflectance Emittance Factor Roof ZONE 1-FOYER/ HALLWAY Concrete Roof with R-30 Front 300 0 0 0 0 0.83 0.9 0 Roof1 ZONE 1-FOYER/ HALLWAY Metal Frame Roof Front 185 0 3 0.25 14.04 0.3 0.75 0 Roof2 ZONE 2-BEDROOM 1 Metal Frame Roof Front 689 0 3 0.25 14.04 0.3 0.75 0 Roof3 ZONE 4-BEDROOM 4 &5 Metal Frame Roof Front 1010 0 3 0.25 14.04 0.3 0.75 0 Roof 2 ZONE 5-KITCHEN Concrete Roof with R-30 Front 970 0 0 0 0 0.83 0.9 0 Roof 3 ZONE 6-DINING Concrete Roof with R-30 Front 392 0 0 0 0 0.83 0.9 0 Roof 4 ZONE 7-LIVING Concrete Roof with R-30 Front 1312 0 0 0 0 0.83 0.9 0 Roof 5 ZONE 8-MASTER Concrete Roof with R-30 Front 1420 0 0 0 0 BEDROOM/MA 0.83 0.9 0 Roof4 ZONE 9-GYM GAME ROOM Metal Frame Roof Front 979 0 3 0.25 14.04 0.3 0.75 0 Roof5 ZONE 3-BEDROOM 2 &3 Metal Frame Roof Front 727 0 3 0.25 14.04 0.3 0.75 0 Roof 6 ZONE 3-BEDROOM 2 Concrete Roof with R-30 Front 527 0 0 0 0 83 0.83 0.9 0 Registration Number: 218-P010164694A-000-000-0000000-0000 Registration DatefTime: 2018-06-11 08:38:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x CF1 R-PRF-01 Page 7 of 15 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Height Area Name Type Surface (Orientation -Azimuth) Width (ft) (ft) Multiplier (ft) U-factor SHGC Exterior Shading Window W1-24 Window NW Wall 2 (- specify -315) - - 1 15.0 0.40 0.35 Insect Screen (default) Window W1-12 Window NW Wall 2 (- specify -315) -- - 1 15.0 0.40 0.35 Insect Screen (default) Window W1-11 Window SW Wall (- specify -225) - - 1 15.0 0.40 0.35 Insect Screen (default) Window W1-10 Window SW Wall (- specify -225) - - 1 15.0 0.40 0.35 Insect Screen (default) Window W1-25 Window NE Wall 2 (- specify -45) - - 1 15.0 0.40 0.35 Insect Screen (default) Glass Door D1-33 Window NW Wall 3 (- specify -315) - - 1 24.0 0.40 0.25 Insect Screen (default) Glass Door D1-34 Window NW Wall 3 (- specify -315) -- - 1 24.0 0.40 0.25 Insect Screen (default) Glass Door D1-32 Window SW Wall 2 (- specify -225) -- - 1 48.0 0.40 0.25 Insect Screen (default) Window W1-21 Window NE Wall 3 {- specify -45) -- - 1 5.3 0.40 0.35 Insect Screen (default) Window W1-22 Window NE Wall 3 (- specify -45) -- -- 1 5.3 0.40 0.35 Insect Screen (default) Window W1-23 Window NE Wall 3 (- specify --45) -- - 1 5.3 0.40 0.35 Insect Screen (default) Glass Door D1-04 Window SE Wall 2 (- specify -135) - -- 1 142.2 0.40 0.25 Insect Screen (default) Window W1-01 Window SE Wall 2 (-specify -135) - - 1 23.3 0.40 0.35 Insect Screen (default) Glass Door D1-04 2 Window NE Wall 4 (- specify -45) -- - 1 36.0 0.40 0.25 Insect Screen (default) Glass Door D1-22 Window W Wall (Right-270) 18.5 12.5 0.995 230.1 0.40 0.25 Insect Screen (default) Glass Door D1-07 Window E Wall (Left-90) -- - 1 24.0 0.40 0.25 Insect Screen (default) Glass Door D1-08 Window E Wall (Left-90) - - 1 31.5 0.40 0.25 Insect Screen (default) Glass Door D1-09 Window N Wall (Front-0) - - 1 187.5 0.40 0.25 Insect Screen (default) Glass Door D1-10 Window E Wall 2 (Left-90) - -- 1 197.5 0.40 0.25 Insect Screen (default) Glass Door D1-11 Window S Wall Back-180 ( ) - 1 187.5 0.40 0.25 insect Screen (default) Glass Door D1-21 Window W Wall 2 (Right-270) 36.0 12.5 1 450.0 0.40 0.25 Insect Screen (default) Glass Door D1-12 Window E Wall 3 (Left-90) - --- 1 300.0 0.40 0.25 Insect Screen (default) Window W1-02 Window E Wall 3 (Left-90) - - 1 14.4 0.40 0.35 Insect Screen (default) Glass Door D1-13 Window S Wall 2 (Back-180) - - 1 90.0 0.40 0.25 Insect Screen (default) Window W1-03 Window S Wall 2 (Back-180) -- - 1 45.0 0.40 0.35 Insect Screen (defauft) Glass Door D1-20 Window W Wall 3 (Right-270) 36.0 12.5 0.361 162.0 0.40 0.25 Insect Screen (default) Window W1-06 Window W Wall 3 (Right-270) -- -- 1 7.5 0.40 0.35 Insect Screen (default) Glass Door D1-15 Window E Wall 4 (Left-90) -- -- 1 108.0 0.40 0.25 Insect Screen (default) Window W1-04 Window E Wall 4 (Left-90) - - 1 31.5 0.40 0.35 Insect Screen (default) Registration Number: 218-P010164694A-000-000-0000000-o00o Registration Date/Time: 2018-06-11 08:38:31 HERS Provider. CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Page 8 of 15 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribd16x Window W1-05 Window E Wall 4 (Left-90) - -- 1 13.0 0.40 0.35 Insect Screen (default) Glass Door D1-17 Window S Wall 3 (Back-180) - - 1 132.3 0.40 0.25 Insect Screen (default) Glass Door D1-29 Window W Wall 4 (Right-270) - - 1 40.0 0.40 0.25 Insect Screen (default) Glass Door D1-25 Window E Wall 5 (Left-90) - - 1 40.0 0.40 0.25 Insect Screen (default) Glass Door D1-28 Window S Wall 4 (Back-180) -- - 1 80.0 0.40 0.25 Insect Screen (default) Glass Door D1-27 Window S Wall 4 (Back-180) -- - 1 120.0 0.40 0.25 Insect Screen (default) Glass Door D1-24 Window S Wall 4 (Back-180) -- - 1 73.5 0.40 0.25 Insect Screen (default) Window W1-09 Window N Wall 2 (Front-0) - - 1 5.3 0.40 0.35 Insect Screen (default) Window W1-08 Window N Wall 2 (Front-0) - - 1 10.0 0.40 0.35 Insect Screen (default) Window W1-07 Window N Wall 2 (Front-0) - - 1 10.0 0.40 0.35 Insect Screen (default) Window W1-27 Window NW Wall 4 (- specify -315) -- -- 1 6.0 0.40 0.35 Insect Screen (default) Window W1-28 Window NW Wall 4 (- specify -315) - - - 1 13.5 0.40 0.35 Insect Screen (default) Window W1-29 Window NW Wall 4 (- specify -315) - - - 1 13.5 0.40 0.35 Insect Screen (default) Wndow W1-26 Window NW Wall 4 (- specify -315) - - 1 6.0 0.40 0.35 Insect Screen (default) Window W1-30 Window NE Wall 5 (- specify --45) - - 1 13.5 0.40 0.35 Insect Screen (default) Glass Door D1-01 Window NE Wall 5 (- specify -45) - -- 1 144.0 0.40 0.25 Insect Screen (default) OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 1 14 Overhang Left Fin Right Fin Left Right Window Depth Dist Up Extent Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up Glass Door D1-22 10 0.1 10 10 0 0 0 0 0 0 0 0 0 Glass Door D1-21 10 0.1 10 10 0 0 0 0 0 0 0 0 0 Glass Door D1-20 4 0.1 4 4 0 0 0 0 0 0 0 0 0 Registration Number: 218-P010164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x CF1 R-PRF-01 Page 9 of 15 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R-value U-factor Assembly Layers Inside Finish: Gypsum Board 8 CMU Wall Underground Walls Concrete / ICF / Brick 0.320 • Insulation/Furring. R-2 / 2 in. wd Mass Layer. 8 in. Concrete • Inside Finish: Gypsum Board • Cavity/Frame: R-22/2x8 Metal Frame Wall W/ R-22 Exterior Walls Steel Framed Wall 2x8 @ 16 in. O.C. R 22 0.062 • Sheathing / Insulation: R6 Sheathing Exterior Finish: 3 Coat Stucco • Floor Surface: Carpeted • Floor Deck., Wood Siding/sheathing/decking R-19 Floor Interior Floors Wood Framed Floor 2x8 @ 16 in. O.C. R 22 0.042 • Cavity / Frame: R-22 / 2x8 Ceiling Below Finish: Gypsum Board • Inside Finish: Gypsum Board • Sheathing / Insulation: R30 Sheathing • Cavity / Frame: no insul. / 2x4 • Roof Deck. Wood Siding/sheathing/decking • Tile Gap: present Concrete Roof with R-30 Cathedral Ceilings 2x4 @ 16 in. O.C. none 0.030 Roofing: 10 PSF (Roof -11e) • Inside Finish: Gypsum Board • Cavity/ Frame: R-44 / 2x4 • Roof Deck: Wood Siding/sheathing/decking • Tile Gap: present Metal Frame Roof Cathedral Ceilings SIPS Ceiling 2x4 @ 16 in. O.C. R 44 0.021 Roofing. 10 PSF (RoofTile) • Inside Finish: Gypsum Board • Cavity/Frame: R-13/2x4 R-13 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.092 Other Side Finish: Gypsum Board • Floor Surface: Carpeted Floors Over Floor Deck., Wood Siding/sheathing/decking R-19 Floor /Over Garage Crawlspace Wood Framed Floor 2x8 @ 16 in. O.C. R 19 0.047 Cavity/Frame: R-19/2x8 Registration Number: 218-Po10164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaICERTs inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x CFI R-PRF-01 Page 10 of 15 SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul_ R-value & Depth Carpeted Fraction Heated Slab -on -Grade ZONE 1-FOYER/ HALLWAY 643 125 None 0.8 No Slab -on -Grade 2 ZONE 4-BEDROOM 4 & 5 1010 97 None 0.8 No Slab -on -Grade 3 ZONE 5-KITCHEN 970 97 None 0.8 No Slab -on -Grade 4 ZONE 6-DINING 392 97 None 0.8 No Slab -on -Grade 5 ZONE 7-LIVING 1312 85 None 0.8 No Slab -on -Grade 6 ZONE 8-MASTER BEDROOM/ MA 1420 85 None 0.8 No Slab -on -Grade 7 ZONE 9-GYM GAME ROOM 979 85 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Required Not Required n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW (HERS req'd) Pipe Insulation, All Lines DHW Heater 1 (2) 2 .0% WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Input Rating / Tank Standby Heater Tank Uniform Energy Pilot / Insulation Loss I First Hour NEEA Heat Pump Tank Location Element Number Volume Factor / Energy Thermal R-value Recovery Rating / Brand / Model / or Ambient Name Type Tank Type of Units (gal) Factor / Efficiency Efficiency (Int/Ext) Eff Flow Rate Other Condition DHW Heater 1 Gas Small Instantaneous 2 0 0.97 EF 199,900 Btu/hr R-0/R-0 n/a n/a n/a n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/2 Pipe Insulation, All Lines n/a n/a n/a n/a n/a Registration Number: 218-P010164694A-000-000-0000000-0000 Registration DateMme: 2018-06-11 08:38:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CF1 R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x Page 11 of 15 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name ZONE 11 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 ZONE 22 Other Heating and Cooling System Heating Component 2 Cooling Component 2 HVAC Fan 2 Air Distribution System 2 ZONE 43 Other Heating and Cooling System Heating Component 3 Cooling Component 3 HVAC Fan 3 Air Distribution System 3 ZONE 54 Other Heating and Cooling System Heating Component 4 Cooling Component 4 HVAC Fan 4 Air Distribution System 4 ZONE 65 Other Heating and Cooling System Heating Component 5 Cooling Component 5 HVAC Fan 5 Air Distribution System 5 ZONE 76 Other Heating and Cooling System Heating Component 6 Cooling Component 6 HVAC Fan 6 Air Distribution System 6 ZONE 87 Other Heating and Cooling System Heating Component 7 Cooling Component 7 HVAC Fan 7 Air Distribution System 7 ZONE 98 Other Heating and Cooling System Heating Component 8 Cooling Component 8 HVAC Fan 8 Air Distribution System 8 ZONE 39 Other Heating and Cooling System Heating Component 9 Cooling Component 9 HVAC Fan 9 Air Distribution System 9 HVAC - HEATING UNIT TYPES 01 02 03 04 Name System Type Number of Units Efficiency Heating Component 1 CntrlFurnace 1 96.3 AFUE Heating Component 2 CntrlFurnace 1 96.5 AFUE Heating Component 3 CntrlFurnace 1 96.3 AFUE Heating Component 4 CntrlFurnace 1 96.5 AFUE Heating Component 5 CntrlFumace 1 96.3 AFUE Heating Component 6 CntrlFumace 1 96.5 AFUE Heating Component 7 CntriFurnace 1 96.2 AFUE Heating Component 8 CntrlFurnace 1 96.2 AFUE Heating Component 9 CntrlFumace 1 96.2 AFUE Registration Number: 218-P010164694A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration DateMme: 2018-06-11 08:38:31 Report Version - CF1 R-04302018-1016 SP2 HERS Provider: CaICERTS inc. Report Generated at: 2018-06-08 10:59:25 CFI R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribd16x Page 12 of 15 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 Efficiency Name System Type Number of Units EER SEER Zonally Controlled Compressor Type HERS Verification Cooling Component 1 SplitAirCond 1 13.2 16.5 Not Zonal Single Speed Cooling Component 1-hers-cool Cooling Component 2 SplitAirCond 1 13 17 Not Zonal Single Speed Cooling Component 2-hers-cool Cooling Component 3 SplitAirCond 1 13.2 16.5 Not Zonal Single Speed Cooling Component 3-hers-cool Cooling Component 4 SplitAirCond 1 13 16.5 Not Zonal Single Speed Cooling Component 4-hers-cool Cooling Component 5 SplitAirCond 1 13.2 16.5 Not Zonal Single Speed Cooling Component 5-hers-cool Cooling Component 6 SplitAirCond 1 13 16.5 Not Zonal Single Speed Cooling Component 6-hers-cool Cooling Component 7 SplitAirCond 1 13 17 Not Zonal Single Speed Cooling Component 7-hers-cool Cooling Component 8 SplitAirCond 1 13 17 Not Zonal Single Speed Cooling Component 8-hers-cool Cooling Component 9 SplitAirCond 1 13 17 Not Zonal Single Speed Cooling Component 9-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-hers-cool Required 350 Required Required Required Cooling Component 2-hers-cool Required 350 Required Required Required Cooling Component 3-hers-cool Required 350 Required Required Required Cooling Component 4-hers-cool Required 350 Required Required Required Cooling Component 5-hers-cool Required 350 Required Required Required Cooling Component 6-hers-cool Required 350 Required Required Required Cooling Component 7-hers-cool Required 350 Required Required Required Cooling Component 8-hers-cool Required 350 Required Required Required Cooling Component 9-hers-cool Required 350 Required Required Required Registration Number: 218-Po10164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CF1 R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribd16x Page 13 of 15 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R-value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 1-hers-dist Air Distribution System 2 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 2-hers-dist Air Distribution System 3 DuctslnAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 3-hers-list Air Distribution System 4 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 4-hers-list Air Distribution System 5 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 5-hers-list Air Distribution System 6 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 6-hers-list Air Distribution System 7 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 7-hers-dist Air Distribution System 8 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target 8-hers-list Air Distribution System 9 DuctsInAll Specified Lower Leakage 6 Conditioned zone None Air Distribution System Target I I 9-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 2-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 3-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 4-hers-list Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 5-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 6-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 7-hers-list Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 8-hers-list Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 9-hers-dist Required 5.0 Required Not Required Not Required I Not Required Required Registration Number: 218-P010164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x CF1 R-PRF-01 Page 14 of 15 HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 2 Single Speed PSC Furnace Fan 0.58 HVAC Fan 2-hers-fan HVAC Fan 3 Single Speed PSC Furnace Fan 0.58 HVAC Fan 3-hers-fan HVAC Fan 4 Single Speed PSC Furnace Fan 0.58 HVAC Fan 4-hers-fan HVAC Fan 5 Single Speed PSC Furnace Fan 0.58 HVAC Fan 5-hers-fan HVAC Fan 6 Single Speed PSC Furnace Fan 0.58 HVAC Fan 6-hers-fan HVAC Fan 7 Single Speed PSC Furnace Fan 0.58 HVAC Fan 7-hers-fan HVAC Fan 8 Single Speed PSC Furnace Fan 0.58 HVAC Fan 8-hers-fan HVAC Fan 9 Single Speed PSC Furnace Fan 0.58 HVAC Fan 9-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 HVAC Fan 2-hers-fan Required 0.58 HVAC Fan 3-hers-fan Required 0.58 HVAC Fan 4-hers-fan Required 0.58 HVAC Fan 5-hers-fan Required 0.58 HVAC Fan 6-hers-fan Required 0.58 HVAC Fan 7-hers-fan Required 0.58 HVAC Fan 8-hers-fan Required 0.58 HVAC Fan 9-hers-fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 152 0.25 Default 0 Required Registration Number: 218-P010164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-06-08 10:59:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DateMme: 10:58, Fri, Jun 08, 2018 Calculation Description: Title 24 Analysis Input File Name: Emery Residence-2016 .ribdl6x CF1 R-PRF-01 Page 15 of 15 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature- Arash Nazari Company: Signature Date: A & N Design Group Inc. 2018-06-08 11:11:36 Address: CEA/HERS Certification Identification (If applicable): 21550 Oxnard Street #300 City/State/Zip: Phone: Woodland Hills, CA 91367 818-288-4361 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: wtey c9 n zG�s�2 Jeffrey Anderson Company: Date Signed: Avalon Architectural, Inc. 2018-06-11 08:38:31 Address: License: 20320 SW Birch St, Ste 140 C29294 City/State/Zip: Phone: Newport Beach, CA 92660 949-640-0606 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 218-Po10164694A-000-000-0000000-0000 Registration Date/Time: 2018-06-11 08:38:31 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 0� 0 0k. Easy to Verify at CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2018-06-08 10:59:25 EsGil Corporation In (Partnership with Government for Buiffing Safety DATE: 4/21/2017 ❑ APPLICANT �❑ Jt�RIS. JURISDICTION: La Quinta ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: BRES2016-0355 SET: III PROJECT ADDRESS: 78618 Peerless Pl. PROJECT NAME: New SFR for Emery (Structural Only) ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:, — Date contacted: l(ba Mail Telephone Fax In Person ® REMARKS: Structural only review. By: Bert Domingo for DA EsGil Corporation ❑GA ❑EJ ❑MB ❑PC Telephone #: Email: Enclosures: 4/14/2017 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DGOU.MH30042 Solid -fuel -burning -appliance Accessories Solid -fuel -burning -appliance Accessories See General Information for Solid -fuel -burning -appliance Accessories AMERICAN CHIMNEY SHROUD INC 26401 VIA DEL ANZA SAN JUAN CAPISTRANO, CA 92675 USA MH30042 Decorative termination shrouds, Mailbox Style Shroud, Home Style Shroud, Pyramid Style Shroud for use with Listed Selkirk Metalbestos Models GTL/UTL Factory -Built Chimney Systems. Refer to the Chimney System manufacturer's installation instruction for installation specifics. Last Updated on 2007-04-03 Questions? Print this page Terms of Use Pace ToQ © 2016 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2016 UL LLC". UL Online Certifications Directory TGFU.R.I016 ! Roofing Systems JOHNS MANVILLE R10167 717 17TH ST DENVER, CO 80202 USA APP MODIFIED BITUMEN HEAT FUSED SYSTEMS Class A, 38. Deck: C-15/32 incliner 1/2 Insulation (Optional): ---- One or more layers 1/2 in. 'Retro-Fit", Tesco" or 'DuraBoard", "Fesco-Foam, `Fiber -Glass RoofInsulation' or 2 in. min thickness of TNRG'Y 3" insulation, mechanically fastened or adhered wkh'MBRCold Application Adhesive" . All insulation. joints offset from p ywood deck joints, 6 in, min, Base Sheet: Two plies Type G2, Teffnal'ly 28"1 "GlasBase" or'DbiGlass Base'; mechanically fastened or hot mopped, Membrane: -- "APPex 4.5M FR'; 'Dibilen Poly 4.5 PR'; (rnodtled bitumen), heat welded. APPEV4.5m IR CH Premium; fire Retardant, Polyester -Reinforced{ APP Mineral -Surfaced Cool Roof Cap or Flashing Sheet Meets the requirements of ASTM D 6222, Type I, Grade G Features and Components p GranulesWith Factory- M Granules With Factory �Y� -Applied APPeX 4.5M FR CR is used as a polyester -reinforced cool roof cap cool Roof coating Membrane or flashing sheet in APP multi -ply roofing systems. '• . _ Multi -ply Ceramic -Coated Roofing Granules With Factory -Applied Cool Roof Coating: The cool roof technology combines the proven UV z CS of ceramic -coated granules with a highly reflective `' Capsheet coating, offering long-term performance and potential energy savings. FL Premium APP (Ataetie Polypropylene) Pol mer, As halt and Y P Fire Retardant APP Modified '" Glass Scrim -Reinforced Flashing Polyester Mat Fire -Retardant Blend: Provides an extremely durable sheet with Asphalt Pol olefin excellent weathering characteristics, flexibility and dimensional BurRE'"CEIVEDstability for ease of handling and quick installations. Polyester Reinforcement Mat Provides bidirectional glass -scrim reinforcement and offers robust tear strength and puncture resistance, allowing for high wind performance and excellent DEC 13 2016 hail rating. The sheet also exhibits strong dimensional stability and enhanced elongation. CITY ol= UII�T Polyolefin Burn -Off Film: Promotes ease of heat welding. OMMUNITY DEVELoPidtENT Colors: Bright White only , System Compatibility This product maybe used as a component in the following systems. Please reference product application for specific installation methods and information. >, r CD i Compatible with the selected Mufti -Ply systems above y; Do not use in Single Ply systems Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Test Initial' 3-Year Aged** Loa Reflectivity(ASTMC 1549) 0.83 0.77 Emissivity (ASTM C 1371) 0.90 0.88 Rated Product ID:0662-0007a licensed Manufacturer lD:0662 classification: Production Line o Solar Reflectance Index (SRI)- E 1980 104 95 LU Recycled Content 0% * Cool Roof Rating Council ratings are determined for a fixed set of conditions, and may not be appropriate for determining seasonal energy performance. The actual effect of solar reflectance and thermal emittance on building construction may vary. Manufacturer of product stipulates that these ratings were determined in accordance with the applicable Cool Roof Rating normal procedures. —Tested in accordance with Rapid Ratings D7897. Peak Advantage® Guarantee Information Systems Guarantee Term Dependent on system* Up to 20 years *ContactJM Technical Servicesfor specific system requirements or guarantee terms Codes and Approvals pSSitP7F O O� o F M p C m� uc APPROVED MrZ�Z=.. • UL Class A ratings may be obtained in numerous constructions, both new and re -roof. Product Application Heat Weld Referto JM APP modified bitumen specifications and detail drawings for application and slope information. Packaging and Dimensions Roll Width 39 W 0 m) =Roll Length 32' 10" 00.01 m) Roll Coverage* 95.8 ftz (8.9 ml) Roll Weight 113 lb (51.3 kg) Rolls per Pallet. 20 Pallets per Truck**.. 20 *Assumes a 4'side lap. ** Assumes a 48'flatbedtruck. Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.im.com/roofing. RS-4684 9-15 (New) Meets the requirements of ASTM D 6222, Type I, Grade G Tested Physical Properties Physical Properties Tear Resistance @ 73.4° F D 4073 / 5147 Standard for ASTM 1 6222, Type 1, Grade G >_ 70lbf APPeX4.5MFRCR MD*- __ j- - -- XMD— 146lbf 97 Ibf Peak Load at 0°F (-18°C) D 5147 _> 60lbf/in-width 133 lbffin-width 107 Ibf/in-width Peak Load at73.4°F (23°C) Unconditioned D 5147 2!50lbffin-width 102lbf/in-width 69lbffin-width 90-Day Heat Conditioned D 5147 / 5869 z 50 Ibf/in-width 102lbff n-width 67 Ibffin-width Low Temp. Flexibility @ 1800 on 1" Mandrel (Pass -Fail) Unconditioned D5147 Pass @32'F'noneofthe specimens show cracking' Pass 90-Day Heat Conditioned D 5147 / 5869 Pass Low Temperature Unrolling (Pass -Fail) Unroll in 4-6s; Visual Inspection in "unrolled" position D 5636 Pass @ 41° Friona of the specimens show cracking' Pass Compound Stability - 2 hr 15 min @ 230° F (Pass -Fail) D 5147 Pass°no failures showing signs of flowing, dripping, or drop formation' Pass Granule Loss D 4977/5147 2 g (0.07 oz) 0.9 g (0.03 oz) Thickness D 5147 z 160 mils 163 mils CII Bottom Coating Thickness D 5147 > 30 mils 44 mils Water Absorption - water by distillation D 5147 / 95 s 3.2 % 0.6% Moisture Content - water by distillation D 5147 / 95 <_ 1 % 0.2% Ultimate Elongation at 73.4°F D 6222 z 30 % 51% 59% Elongation at Peak Load @ 0° F D 5147 _> 10 % 12% 10% Elongation at Peak Load @ 73.4° F Unconditioned D 5147 z 23 % 49% 56°% 90-Day Heat Conditioned D 5147 / 5869 2! 23 %41 /0 32 /o e , Dimensional Stability 24 hr @ 176° F D 5147 / 1204 < 1 % 0.20% 0.05% = Net Mass per Unit Area D146 >851b/100ft` 941b/100ftz "MD = Machine Direction "XMD = Cross -Machine Direction Note: All data represents tested values. Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.im.com/roofing. RS-4684 9-15 (New) EVALUATION REPORT Number -'. Originally Issued: 02/29/2016 CLAY TILE VENTURE INC. / dba REDLAND CLAY TILE — CLAY ROOF TILES CSI Section: 07 32 13 Clay Roof Tiles 1.0 RECOGNITION The Redland Clay Tile's roofing tiles recognized in this report have been evaluated for weather resistance, wind uplift resistance and fire classification and found to be in compliance with IBC Chapter 15 and IRC Chapter 9 for use as a component in a Class A, B or C roof covering. The following code editions are recognized: • 2015, 2012, 2009, 2006 International Building Code® (IBC) 2015, 2012, 2009, 2006 International Residential Code® (IRC) • 2013 California Building Code (CBC) and 2013 California Residential Code (CRC) - See attached Supplement • 2014 Florida Building Code, Building (FBC, Building) and 2014 Florida Building Code, Residential (FBC, Residential) - See attached Supplement 2.0 LIMITATIONS 2.1 The roof tiles shall be manufactured, identified and installed in accordance with this report, the applicable code and the Roof Tile Installation Manual. In the event of a conflict this report governs. 2.2 Redland Clay Roofing Tile's "clay roof tile shall be installed on roof slopes of 2'/2 units vertical in 12 units horizontal (21-percent slope) or greater." IBC Section 1507.3.2 and IRC Section R95.3.2, as applicable. 2.3 The supporting structure must be designed to support the loads and is beyond the scope of this report. 3.0 PRODUCT USE 3.1 General: Redland Clay Roof Tiles recognized in this report are identified in Table 2 and Figures 1 through 14. These tiles and their accessory trim pieces: • Satisfy the requirements of ASTM C 1167; • Provide a Class A fire Classification when tested on combustible decks in accordance with ASTM E 108. 3.2 Anchoring: Redland Clay Tile's roof tiles can be anchored by fasteners complying with Section 1507.3.6 of the IBC or R905.3.6 of the IRC, as applicable. 3.3 Wind uplift resistance is addressed in Section 4 of this report. Valid Through: 03131/201RC 13 2016 4.0 PRODUCT DESCRIPTI g Y OF LA QUINT 4.1 General: Redland C�PWWKTiiiPFnYX"k'4 1 be in accordance with the applicable code, the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated August 2015, published by the Tile Roofing Institute and the Western States Roofing Contractors Association, and this report. In the event of a conflict, provisions of this report govern. The TRI manual is available for download attached to ER-2015 from the LIES website at www.uniform-es.org. 4.2 Attachment: Tile shall be attached to the roof structure based the applicable code as noted in Table 1 below: Table 1 Attachment Design Applicable Design Criteria for Applicability Information Code Location 2015 or 2012 Ultimate Design Wind IBC Speeds (V,„) 5 130 MPH Roof Tile and Mean Roof Height <_ 60 Installation feet Manual & Table 1507.3.7 of the 2009 or 2006 Basic Wind Speed (3 sec IBC gust) 5 100 mph and Mean applicable IBC Roof Height < 60 feet Roof Tile 2015, 2, Mean Roof Height <_ 40 feet Installation 2009 orr 220006 IRC Manual & Section R905.3.7 4.3 Fire Classification: Redland Clay Tile's roof tiles, installed in accordance with this evaluation report, are Class A fire -retardant roof coverings in accordance with Section 1505.2 of the IBC and Section R902.1 of the IRC, as applicable. 4.4 Reroofing Applications: Reroofing applications shall follow the requirements of the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions. In addition, Section 1511 of the 2015 IBC, Section 1510 of the 2012, 2009 and 2006 IBC or Section R908 of the 2015 IRC, Section R907 of the 2012, 2009 and 2006 IRC, as applicable shall be met. 5.0 IDENTIFICATION Shipping pallets are identified with the report holder's name (Redland Clay Tile), manufacturing address, product name, installed weight, approved inspection agency, the UES Mark of conformity and evaluation report number (ER-445). Either UES Mark of Conformity may be used as shown below: AN The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an aRemative material, design or method of construction in order to satisfy and comply wl the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. Copyright © 2016 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. No part of this publication may be reproduced, stored in ' an electronic retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior written permission of the publisher. Ph: 1-877-41ESRPT • Fax: 909.472.4171 • web: www.uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816— USA' msis VES TM Originally Issued: 02/2912016 Valid Through: 03/31/2017 1ApMO UEs ES 0® o f TM IAPMO ER #428 6.0 SUBSTANTIATING DATA Data in accordance with ICC-ES AC180, dated February 2012 (editorially revised April 2015), manufacturer's descriptive literature and installation instructions. Test results are from laboratories in compliance with ISO/IEC 17025. Redland Clay Tile roof tiles are manufactured in Tecate, Baja California, Mexico, under a quality control program. 7.0 CONTACT INFORMATION Clay Tile Venture Inc./Redland Clay Tile 9155 Brown Deer Road, Suite 5 San Diego, CA 92121 www.rediandclaytile.com 8.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on Eagle Roofmg Product's Concrete Roof Tiles to assess its conformance to the codes and standards shown in Section 1.0 of this report and documents the product's certification. Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Zz,�Ao/ Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service f�uti, GP Russ Chaney CEO, The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.org or email at infoQuniform-es.ore Page 2 of 9 VES TM Originally Issued: 02/29/2016 Valid Through: 03/31/2017 Table 2 — Redland Clay Tiles Tile See Installed Center to Dimemsions Tile Type/Grade' Figure Dry Center inch No's. Weight' Spacing Length Width Thickness Height Large end Small end s inch Two piece 1,10 10.7 11 20 81/2 7 '/2 3 Type I —High Profile/ Mission Tile Grade 2 Two piece Baja 2,10 9.4 9 17'/2 63/4 6 1/2 23/4 Type I -High Profile/ Mission Tile I I Grade 2 S the 3,11 7.3 11 18 12 1/2 23/4 Type 1-High Profile/ Grade 2 Alfaro 4 8.1 8 18 10 - 112 21/2 Type I -High Profile/ Grade 2 Cambridge 6,14 16 15 63/4 - 5/6 - Type III -Flat/ Grade 2 Napa "S" 5113 10.5 81/2 133/4 10.5 - 1/2 25/16 Type I High Profile/ max Grade 1 Roman Pan 7,12 10.5 13 173/4 11 5/8 23/8 Type I -High Profile/ Grade 2 Junipero 8 14 9 163/4 7 53/4 V2 3'/8 Type I -High Profile/ Grade 2 Cabrillo "S" 7.5 11 20 12.2 1/2 3 Type I -High Profile/ Grade 2 Angulo 9 13 9 1 18 /z 71 /a , 5 /a 1/2 31/2 Type I -High Profile/ Grade 3 For SJ: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m` `Approximate weight for an installation with a headlap of 3 inches when installed at the center to center spacing shown. Cambridge shingle is based on a 8`/z head lap. 'Tile type and grade are based on AS TM C1167. Page 3 of 6 EVALUATION RE VES,.! Originally Issued: 02/29/2016 3"l Figure 1 Two-piece Mission -- FIGURE 3 S-TILE `,_ 13" FIGURE 5 NAPA 103/4" 23J4" iy4' wuWwti...0 .mow. • - � �445 Valid Throuah- 03/31/2017 FIGURE 2 Two piece Baja Mission FIGURE 4 ALFARO o .62g" T FIGURE 6 CAMBRIDGE Page 4 of 6 445 Originally Issued: 02/29/2016 Valid Through: 03/31/2017 FIGURE 7 ROMAN PAN 53/4" 0 33/16" 1 33/4" 7' 1 FIGURE 8 JUNIPERO 18.5" FIGURE 9 ANGULO Page 5 of 9 Originally Issued: 02/29/2016 Valid Through: 03/31/2017 FLASHIING AT WALL / ROGE AND HIP REGLE' j j-FxrLsrrNc TWE +eoaw+ ffORTAR„� r # TILE MT FcAft"'� FLASHING AT WALL INTERSETION AT VENT FLASHING DECK AND ROOF _. FLASNIN3 .. far$-NOriTM � q� BOOZ1TEfl tl �1` t ruawro -FELT ,Y-,,�X,;..t.` noF fY �. RAKE s00.9TrA � +�+NEKI VALLEYFLASHING x�ar Fwnwsa a 1 MCIE MIM.AAtM TC TLN WRN AOOFNR'8 Kam 5i:9 N4LEi-✓ . 9 LVANCAGE 1011NG SEAM �2rwuR DaLYA`y1LEo `�'EASMOIYf/TTfR 'V'VALLEY FEU ' CRIMPED EDGGS CLOSED VALLEY FIGURE 10 MISSION AND BAJA MISSION DETAILS Page 6 of 9 UESEVALUATION T1° Originally Issued: 02/29/2016 445 Valid Through: 03/31/2017 EAVE CLOSURE (bird stop) GABLE RAKE TILES aremad� left hand"rfgfit and a• LEFT RAKE RIGHT RAKE • 16l' NAILNAILMORTAR.- INAfL MASTIC PICf JACK 2X9 NAILER 2X2 NAILER Wood amp pawda j� ^toeaaarT h igM o. d . hip rom aad rkL3- FIGURE 11 S-TILE DETAILS wow" I'MMIN.;n RONdv COVE L'�a#L�Ta iLfillcsm fY sucsr ssrrn R>tbta� �atl arirQ tc l3 t' u'StR01SAYl T� Yti7iM+t1"GQ:OAAA. t:CJ FIGURE 12 ROMAN PAN TILE DETAILS ZT-m ss �cx9 cA3 Page 7 of 9 VES EVALUATION TM Originally Issued: O2/2912016 FIELD TIES GABLE RAKE pul 17 SAVE DETAIL TH_E »K..._ • -; 445 Valid Through: 03/31/2017 HIP AND RIDGE ,-- 6` - , f - 1 EAVE ENCLOSURE H1P AND RIDGE WALL DETAIL. 2 X 3 NALER !Af tAL fLAStONG Ir FET LEFT RAKE r7tLE NAL c 3 td11fLER c2t.im RIGHT RAKE Me -IT `i1LE 2 x 3 PINCER 4 - NAPA IS' TILE 7 2x2tM Page 8 of 9 V Originally Issued: 02/29/2016 Valid Through: 03/31/2017 W 0 0 0 GATTLU CAMBRIDGE SHINGLE TILE LAYOUT FIGURE 13 NAPA "S" TILE DETAILS "" I' F: MORTAR WCOD RATTFN RISE() RIDGE FIGURE 14 CAMBRIDGE DETAILS Page 9 of 9 V Originally Issued: 02/29/2016 Valid Through: 03/31/2017 CALIFORNIA SUPPLEMENT CLAY TILE VENTURE INC. / dba REDLAND CLAY TILE — CLAY ROOF TILES Clay Tile Venture Inc./Redland Clay Tile 9155 Brown Deer Road, Suite 5 San Diego, CA 92121 www.redlandelaytile.com CSI Section: 07 32 13 Clay Roof Tiles 1.0 RECOGNITION The Redland Clay Roof Tiles evaluated in IAPMO UES ER- 445 are satisfactory alternatives to the following codes and regulations: • 2013 California Building Code (CBC) • 2013 California Residential Code (CRC) 2.0 PRODUCT USE 2.1 GENERAL The Redland Clay Roof Tiles may be used as a Class A, B, or C roof covering systems complying with Sections 1505.1.1 of the CBC or R902.1.1 of the CRC; Sections 1505.1.2 of the CBC or R902.1.2 of the CRC; or Sections 1505.1.3 of the CBC or R902.1.3 of the CRC, respectively. The design and installation of the Redland Clay Roof Tiles shall be in accordance with Sections 1507.3.10 and 1512 of the CBC or Section 905.3 of the CRC, as applicable, and ER-445. Redland Clay Roof Tiles may be used in "new buildings located in any Fire Hazard Severity Zone or any Wildland- Urban Interface Fire Area designated by the enforcing agency constructed after the application date shall comply with the provisions" in accordance with Sections 701A.3 and 705A of the CBC or Sections R327.1.3.1 and R327.5 of the CRC, as applicable, and with the 2012 IBC as presented in ER-445. For additional information about this evaluation report please visit www.uniform-es.org or email at info@uniform-es.org Page 1 of 1 V Originally Issued: 02/29/2016 Valid Through: 03/31/2017 FLORIDA SUPPLEMENT CLAY TILE VENTURE INC. / dba REMAND CLAY TILE — CLAY ROOF TILES Clay Tile Venture Inc./Redland Clay Tile 9155 Brown Deer Road, Suite 5 San Diego, CA 92121 www.rediandelaytile.com CSI Section: 07 32 13 Clay Roof Tiles 1.0 RECOGNITION The Redland Clay Roof Tiles evaluated in IAPMO UES ER- 445 are satisfactory alternatives to the following codes and regulations: • 2014 Florida Building Code, Building (FBC, Building) • 2014 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS 2.1 Verification shall be provided that a quality assurance agency audits the manufacturers quality assurance program and audits the production quality of products, in accordance with Section (5)(d) of Florida Rule 61G20-3.008. The quality assurance agency shall be approved by the Commission (or the building official when the report holder does not possess an approval by the Commission). 2.2 Evaluation to the high -velocity hurricane zone provisions in Sections 1518, 1620 and 1626 of the FBC, Building and Chapter 44 of the FBC, Residential is beyond the scope of this report. 3.0 PRODUCT USE The design and installation of the Redland Clay Roof Tiles shall be in accordance with the 2012 International Building Code and the 2012 International Residential Code as noted in ER-445. In accordance with FBC, Building Section 1507.3 and FBC, Residential Section R905.3 the installation of the Redland Clay Roof Tiles "shall be in accordance with the requirements of the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition where the V.d is determined in accordance with" FBC, Building Section 1609.3.1, FBC, Residential Section R301.2.1.3, or the recommendations of RAS 118, 119 or 120. Load combinations shall be in accordance with Sections 1605.2 or 1605.3 of the FBC, Building, as applicable. Design wind loads shall be in accordance with Section 1609.5 of the FBC, Building or Section R301.2.1 of the FBC, Residential, as applicable. For additional information about this evaluation report please visit wwryv.uniform-es.org or email at info@uniform-es.org Page 1 of 1 SELKI RRIVgaEL GTL/UTL CHIMNEY 2ANSTALLATION INSTRUCTIONS A MAJOR CAUSE OF C V'Y(d FIRES IS FAILURE TO MAINTAIN REQUIRED CLEARANCEI F �TCOMBUSTIBLE MATERIALS. IT IS OF UTMOST IMPORTANCE THAT THIS CHIMNEY BE INSTALLED ONLY IN ACCORDANCE WITH THESE INSTRUCTIONS. MODEL GTL/UTL CHIMNEY SYSTEM PART NAMES AND NUMBERS Model GTL (Galva Temp Large) and UTL (Ultra Temp Large) are part of the MetalBest Chimney System (MCS). The complete part number is prefixed with the ID size, followed by three letters identifying the system followed by the actual part identifier. All Model GTL and UTL chimney components contain the letters GTL or UTL in their prefix. Figs. 1 and 2 show the names and locations of commonly used chimney parts. These figures use only the last portion of the part number. The complete part number is prefixed with I.D. size, followed by chimney model and part number. (See Figs. 1 and 2) FOR EXAMPLE: Model GTL 16" Inside Diameter — 16GTL-36 — 36" Pipe Length or 16GTL-AIS —Attic Insulation Shield Model UTL 16" Inside Diameter-16UTL-36 36" Pipe Length 16UTL-AIS—Attic Insulation Shield CLEARANCES/ AIR SPACE ONLY The minimum clearance to Model GTUUTL pipe means AIR SPACE ONLY. The 2 inch clearance to the pipe, and the spaces around supports must not be filled with any type of insulation. In attics with blown -in or batt insulation, the chimney must either be fully enclosed or an Attic insulation Shield must be used to create and maintain the proper minimum airspace. SPECIAL WARNING ON CELLULOSE INSULATION Zt� WARNING Failure to follow the installation instructions could cause FIRE, CARBON MONOXIDE POISONING, OR DEATH. If you are unsure of installation requirements, call the Phone Number listed on the instructions, 1.800.433.6341 or visit www.selkirkcorp.com. PERMITS Contact your local Building Official or Fire Official regarding permits, restrictions, and installation inspections in your area. DIAMETERS AND APPLICATIONS Model GTUUTL 1700OF is a complete chimney system tested and listed to UL Test Standard 103. Model GTL/UTL is made in 16", 18", 20", 22" and 24" diameters. All sizes comply fully with the requirements of the Standard for Factory -Built Chimneys, Residential Type and Building Heating Appliance ANSI/UL 103. Chimneys installed in accordance with these instructions will comply with national safety standards such as NFPA 31, 54 and 211. Model GTL/UTL may be used for gas, wood and liquid fuel - fired appliances when sized in accordance with the appliance manufacturer's instructions. NOTE: Use only Model GTL/UTL Listed components and accessories. Do not attempt to fabricate your own support or accessories.. These Model GTUUTL general instructions are furnished with all UL listed Chimney Anchor Plates. They cover important safety precautions in the installation, operation and maintenance of your chimney. Anyone installing Model GTL/ UTL chimney should review these instructions as well as those furnished with the other parts of the chimney system. Selkirk chimney parts LISTED and produced under the Factory Inspection and Follow -Up program of Underwriters Laboratories, Inc. carry the LISTING MARK illustrated here. ®L LISTED Cellulose insulation in direct contact with a hot chimney can ignite and smolder, and can set fire to ordinary wood framing materials. The AIR SPACE ONLY requirement applies to all blown -in or loose fill insulations, but is especially applicable to cellulose insulation, which may be made from old newspapers or other cellulose materials. The Attic Insulation Shield or a full enclosure with appropriate fire stops must be used to keep all insulation the proper distance away from the chimney. ASELKIRK, 5030 Corporate Exchange Blvd., Grand Rapids, MI 49512 Telephone: 1.800.433.6341 SELKIRK CORPORATION rig Chimney Top (EZCTS) Storm Collar (SC) Ventilated Flashing (VF) Chimney Length Attic Insulation Shield Collar Id (JS) J Joist ,r Joist 1Z Assembled View of Typical Installation Fig. 2 Model GTL/UTL is designed for gravity venting only and is suitable for applications involving masonry fireplaces and existing masonry chimneys. Non-residential appliances which may cause positive pressure in the chimney should use a Selkirk Model PS or IPS system. CHIMNEY HEIGHT AND SIZE Follow the appliance manufacturer's instructions to determine Ice chimney diameter and clearances between combustible materials and your heating appliance. Never choose a chimney with an inside diameter smaller than your appliance's outlet. If you are connecting to a masonry fireplace, these instructions contain a "Selector Chart" so you can correctly size your system based on its height and the fireplace opening. (See Fig. 3) Before beginning installation of the chimney, be sure that the selected size is adequate for the fireplace and the selected height of the Chimney Round Top termination is high enough to conform to building code requirements. Chimneys are required to extend at least 3 feet above the highest point where they pass through the roof of a building, and at least two feet higher than any portion of a building within 10 feet. (National Fire Protection Association Standards Nos. 31, 54, and 211). See following chart. Chimney Size: 16" 18" 20" 22" 24" (Inside Dimension) Minimum Framed Opening Size (Square) 22" x 22" 24" x 24" 26" x 26" 28" x 28" 30" x 30" WHEN INSTALLING YOUR CHIMNEY, REMEMBER... SAFETY FIRST You may well have a basic knowledge of carpentry and the use of hand tools. However it is important that you also review the rules of safety on the following pages. If you have any doubt about your ability to complete your installation in a skilled manner, you should arrange for a professional installation. RULES FOR SAFETY DURING INSTALLATION 1. Read all installation sheets. Look for them in the cartons, or ask your dealer for a complete set or download from www.selkirkinc.com. Keep the instructions handy and save them for future reference. If the chimney is being installed by someone other than the homeowner, they should provide the homeowner with the installation instructions upon completion. 2. Check your local building or fire code for all requirements affecting the fuel -burning appliance and its chimney. 3. Obtain a building permit for both the appliance and the chimney. Contact local building or fire officials about restrictions and installation inspection in your area. 4. Be very careful around electrical wiring and be sure it is secured at least 2 inches away from any part of the chimney. If wiring must be relocated, hire a professional electrician. 5. Be sure that ladders are in good condition and always rest on a level firm surface. vv NEY iT 6. Wear cut resistant gloves when handling sheet metal parts with sharp edges. 7. Be sure that electrically powered tools are properly grounded. EQUIPMENT & MATERIALS Equipment you may need: - Drill/Driver - Caulking Gun - Screwdrivers (Phillips & Standard) - Saber or Keyhole Saw - Dependable Ladder - Proper Gloves & Shoes - Hammer - Plumb Bob - Tin Snips - Level - Tape Measure - Eye Protection Materials You May Need: - Mortar - %7 x 2" long Masonry Anchors, with washers and nuts - Non -hardening Waterproof Sealant - 600°F RTV Silicone Sealant - 8 Penny Nails - Roofing Nails - #8 x %" Stainless Steel Sheet Metal Screws Fireplace Opening Example:_30- Chimney Height 12' Use 14" Diameter _40- Aj I PA 10 00AIFOA11 30"'0 '-6- oil, ou - .� 0. IN0-. oil 04FOUN0, 111 EMVZ'j1'j' 'MENEM %% 0AMlINN0001 • I 100, 50' 30' 20' 15, 10, 8' FIREPLACE OPENING WIDTH, W CHIMNEY SIZE, INCHES DIAMETER Fig. 3 - CHIMNEY SIZING CHART FOR FIREPLACES ANCHOR PLATE (AP) Masonry Anchor Bolts The Anchor Plate (AP) provides a connection from a masonry fireplace to Model GTL/UTL. The Anchor Plate may also be used to attach Model GTL/UTL to an existing masonry chimney. The method for making the transition from an existing masonry chimney to the GTL/UTL is known as the "Bond Beam" transition method and is detailed in Fig. 5a. For attachment to a masonry fireplace: 1. Using the Anchor Plate as a template centered over the outlet opening, drill and anchor four 1/4" diameter bolts 2" long securely into the top of the masonry fireplace. 2. Apply a bed of mortar approximately 3/4" in depth and 3" in width completely around the fireplace opening. Make sure the threaded ends of the bolts protrude a minimum of 1" above the bed of mortar. 3. While the mortar is still damp, place and level the Anchor Plate over the extended studs. Secure, using a washer and nut for each bolt. (See Fig. 4) 4. Check the plate for level and allow mortar to set. 5. Place a section of chimney onto the Anchor Plate and secure to Anchor Plate with 4 #8 x 1/2" sheet metal screws. Up to 35' of chimney may be stacked on the Anchor Plate. Use an Interior Resupport (IR) for every additional 16' of height needed. For attachment to an existing masonry chimney using the "Bond Beam" transition method: The masonry chimney should be leveled at the appropriate height and a concrete Bond Beam should be properly constructed by a qualified person / contractor as shown in Fig.5a. Unless otherwise specified by local code, the Bond Beam should be a minimum of 6" thick and provide an Anchor Plate (API Layer inry Firplace uninterrupted, smooth transition from the existing masonry flue to the inlet of the Anchor Plate. The Model GTL/UTL should be sized such that its inner cross - sectional area is approximately equivalent to that of the existing masonry flue. Reference Selkirk MetalBest Sizing Handbook. Although not mandatory, it is recommended to apply a 3/4" deep bed of mortar on top of the Bond Beam and ultimately attach the Anchor Plate to the bed of mortar with the use of four 1/4" diameter, 2" long anchor bolts. (See Fig. 5a and 5b). Regardless, the top surface (whether Bond Beam or mortar) should be level. If an enclosure is to be constructed around the MCS chimney, be sure to incorporate the proper 2" airspace clearance requirement. Local codes may permit or require minor variations in the Bond Beam construction. Contact Local Code Authorities for specific requirements in your area. (See Fig.5a and 5b) Anchor Plate - Set Directly On Bond Beam Or On Bed Of Mortar Above Bond Beam. Securely Anchor To Bond Beam Mortar With Minimum 1/4" Diameter Anchor Bolts Extending At Least 1" Into Concrete Or Mortar.—* Leave Top Surface Of Anchor Plate Reinforcement Bars (top & Exposed To Allow For Future bottom) Of Wire Mes —* Maintain Minimum Inspection/Service Of System Reinforcement Bars 1Long 2" Airspace Clearance E— Doweled 6" Into Existing To Combustibles Masonry Chimney. (Total 4) — Anchor Bolt Holding Mortar Bed g Optional Sill Pla Bond Beam.—* — — " • ° ° Formed Masonry Bond Beam tt�° Straps - See B ° ¢ 6" Minimum Thickness— * 3/16" X 1" Steel Straps Cast ExistingMason ( In Concrete Bond Beam As Chimney Masonry o°° I Per Local Code Authority For ° Anchorage To Building —. Nominal 1/2" Dia. Reinforcing Bars 10" Long Doweled Form Concrete Bond Beam To s 6" Into Existing Masonry Chimney Provide Uninterrupted Transition ° (Total 4) - * Between Existing Flue and Inlet tt of MCSL Anchor Plate ° VERTICAL CROSS-SECTION OF HORIZONTAL CROSS-SECTION BOND BEAM TYPE ADAPTATION OF CONCRETE BOND BEAM OF MODEL MCSL TO MASONRY CHIMNEY B A All Dimensions, Sizes and Material Specifications * — Relating to Bond Beam Construction are Subject to Modification Per Local Code Requirements Fig. 5a STRAIGHT LENGTHS / JOINT SECURITY Model GTUUTL comes in lengths of 12", 18", 24" and 36". Starting at the Anchor Plate (AP) set inlet end (Female) of pipe section down over the outlet end (Male) of previous piece until fully seated. Secure with four, #8 x %" stainless steel sheet metal screws (see Note below) by inserting them through the aligned holes. The sheet metal screws must be evenly spaced around the circumference of the joint. (See Fig. 6) Note: It is permissible to use zinc plated screws when securing/ joining Model GTL (galvanized outer wall) chimney lengths or elbows. Do not use zinc plated screws with Model UTL (stain- less outer wall). 300 INSULATED ELBOW / OFFSETS MetalBest Large Diameter Chimney 30-degree Elbow adapts the chimney for installations where the termination cannot be located directly above the initial vertical run of chimney. The maximum allowable offset is 30 degrees from vertical. The maximum allowable inclined length is 96" unless resupported every 4 feet. Two seperate offsets per system are permitted. (See Fig. 7) Resupport the chimney at the first section above the upper elbow by using an Interior Resupport. If the offset sections of a chimney are in an interior occupied area, they must be fully enclosed with a minimum of 2 inches air space clearance. Chimney Length Anchor Plate (AP) Mortar Lal Bond Beam Existing Masonry Chimney A minimum of 4, #8 x'/2" stainless steel sheet metal screws (see Note) must be used to couple an elbow/offset to another elbow/offset or pipe section and must be evenly spaced around the circumference of the joint. ^ .61et INTERIOR RESUPPORT ASSEMBLY (IR) Inlet The Interior Resupport Assembly is comprised of two supports with attached straps. The Pipe Length Connection Interior Resupport may Fig 6 be used for all sizes of Model GTL/UTL chimney. The Interior Resupport Assembly allows for two different methods of chimney resupport. The first method is used when an immediate section of chimney above the upper offset passes through a joist area. With the proper Firestop /Joist Shield in place, attach the Supports to the chimney pipe (preferably at a joint), using 2 sheet metal screws per support. (See Fig. 8) Make sure the Supports are 180 deg. (opposite) from each other. The Interior Resupport straps are then nailed to the framing joists with at least two 8-penny nails per strap. The maximum length of chimney which may be supported is 16 feet, which includes the offset lengths below, any vertical run to the resupport and the vertical run above the Interior Resupport. It does not include the length below the lower Elbow/ Offset, which is supported from below. Firestop/Joist Shield (JS) Enclosure Around Pipe or Use Ventilated Attic Insulation Shield (AIS) in Attic. Interior Resupport (IR) Insulated Elbow (EL) Fully Enclose Chimney at Two Inches Air Space Minimum Clearance in 30 Occupied Areas. ram. r' Maximum Inclined Length 96" unless resupported every 48" Insulated Elbow (EL) ELBOW/ OFFSET INSTALLATION FIG. 7 Note: Fig. 7 represents a single offset. Two seperate offsets per system are permitted. In a non -occupied attic area the chimney may be fully enclosed or an Attic Insulation Shield may be used. Use additional Interior Resupport/s to accommodate additional length as necessary. The second means of support is used primarily when the immediate sections of the upper elbow do not pass through a joist area and resupport is necessary. Install support immediately below the elbow (preferably at a joint) and nail the straps to the framing with at least two 8-penny nails per strap. Observe the two-inch air space minimum clearance between the chimney and framing. The same 16-foot limit of supportable chimney length applies to this resupport method. FIRESTOPPING A Firestop is any part of the building structure which prevents the spread of a fire or circulation of air. Where the chimney is enclosed and framed at 2" clearance, a Firestop/Joist Shield (JS) is the proper firestop to use at every floor. If the enclosure or space around the Model GTL/UTL is larger than usual, or irregular in shape, attach galvanized metal plates 28 gauge or heavier all around the edges of the Firestop/Joist Shield as necessary. These plates should be wide enough so that when installed, the gap between the Firestop/Joist Shield and the enclosure is closed to vertical air circulation around the chimney and the pipe is securely spaced and centered. For firestopping to be fully effective, all ceiling and floor penetrations should be fully framed and closed on all four vertical sides. This framing helps delay vertical spread of fire and controls unnecessary vertical air leakage through intermediate floors. (See Fig. 9) ENCLOSURE: Interior or exterior residential chimneys should be enclosed where they extend through closets, storage areas, or habitable spaces where persons or combustible materials could contact the surface of the chimney. The space between the enclosure and chimney should be at least the required minimum 2" INCHES AIR SPACE CLEARANCE. While properly installed firestops or supports help maintain the necessary clearances to combustibles at ceilings or joist areas, there are no special parts to maintain clearance to inside surfaces of walls or enclosures; therefore, the builder and the chimney installer should take all necessary precautions to assure that this 2 inch minimum clearance or more is maintained. UNOCCUPIED ATTICS In unoccupied attics, it Firestop/Joist Shield (JS) is very important to be sure that blown -in or / other insulation does not come in contact with O Framing the chimney. It is highly / recommended that a full enclosure that extends to the roof be built in the attic. However, it need only be finished well enough to keep insulation and stored Installed Firestop/Joist Shield (JS) furnishings away from the chimney. As an Fig 9 option a ventilated Attic Insulation Shield (AIS) is available in the event a full enclosure cannot be built. (See Fig. 10). A chimney enclosure is also highly recommended for any chimney located outside of the building wall. This enclosure can be helpful in reducing internal condensation, creosote build-up and metal deterioration. Also the enclosure, by protecting the chimney from cold outdoor temperatures, may improve draft and appliance operation. At the upper end of this outdoor enclosure, the chimney should be flashed and weatherproofed. Regardless of the benefits of the exterior enclosure, better chimney and appliance operation will be obtained if the chimney is located entirely inside the heated part of the building (except of course for the part above the roof). Enclosures of ordinary wood framing with gypsum drywall or plywood walls may be built only in one and two-family dwellings. For other types of buildings, multiple occupancies or high rise construction, additional fire resistance is required for enclosures as follows: A factory -built chimney that extends through any zone above that on which the connected appliance is located is to be provided with an enclosure having a fire resistance rating equal to or greater than that of the floor or roof assemblies through which it passes. Even with a fire resistance rated enclosure, the use of Firestops at every floor level is recommended to stabilize the chimney and to retard possible fire spread external to the chimney. pport Remember that the most important clearance requirement is Sion that it must be AIR SPACE. Screw Through Support Interior Ressupport Assembly Fig 8 Fine Mesh Screen Ventilated Attic Insulation Shield (AIS) Fig. 10 STABILIZER PLATE A Stabilizer Plate provides lateral support for a vertical chimney only. It is used to steady a vertical chimney when the chimney is installed within an oversized enclosure where the pipe does not pass through a ceiling/floor or joist area. The purpose of the Stabilizer Plate is to offer a convenient method of maintaining pipe location within the center of an enclosure. The stabilizer plate does NOT provide support for the weight of the chimney and should never be used as a replacement for an Anchor Plate or as a resupport. The Stabilizer Plate is NOT a firestop and is NOT intended to be used as a firestop. Only a Firestop/Joist shield should be employed where firestopping is recommended or required for safety (see the Firestopping section of this installation instruction sheet). The spacer ring attached to the bottom of the stabilizer is to assist with maintaining a minimum clearance to combustibles. Follow these steps to install the stabilizer plate within an oversized enclosure. 1) Build a support structure inside the enclosure that consists of two (2) parallel, level braces with the planned chimney centered between. Space them at a distance equal to four inches (4") larger than the chimney O.D. (Fig. 11). 2) Align the center hole of the stabilizer plate with the outer wall of the pipe, with the spacer ring facing the framing. Slide the plate down the pipe and position the spacer ring between the framing supports. The spacer ring attached to the bottom of the plate is to assist in maintaining the minimum required air space clearance to combustibles. 3) Secure the plate to the framing using appropriate fasteners, such as nails with wood framing members. As an alternate method of providing lateral stability, metal angle bracing or strapping may be used (Fig 12); or, a set of four (4) Interior Resupports, installed in a horizontal fashion (Fig 13), may be used within an oversize enclosure. Support Structure Fig 11 1" x 1" x 1/16" Thick Angle used as a stabilizer within an oversized enclosure Fig 12 Interior Resupport Assem bly used as a stabilizer within an oversized enclosure F ig 1 3 VENTILATED FLASHING / STORMCOLLAR (VF / SC) To Install a Flashing and Storm Collar: 1. Finish the chimney to its desired height. Maintain 2" clearance to combustibles where the chimney passes through the roof. 2. Place the Flashing over the chimney pipe and nail securely to the roof through all four sides of the flange. Use nails with neoprene washers, or cover the nail heads with a waterproof mastic. 3. Seal the space between the roof and the Flashing flange with a waterproof mastic sealer. 4. Place the Storm Collar over the chimney until it touches the Flashing's ventilation screen. Tighten the friction tabs of the Storm Collar until it fits snugly against the pipe. Seal area between the pipe and the Storm Collar with a mastic sealer or silicone sealant. CHIMNEY TOP (EZCT) To install Chimney Tom 1. Place Chimney Top over installed chimney pipe such that the outlet end of the pipe has engaged the collar of the Chimney Top. 2. Press down evenly on Top's dome until the Top has become firmly seated. 3. Attach Chimney Top using a minimum 4, #8 x 1/2" sheet metal screws. 4. To Remove the Top simply remove the 4, #8 x 1/2" sheet metal screws and, while grasping the Top's Dome, carefully and evenly lift straight up. CUSTOM CHASE TOPS As an alternative to using Model UTUGTL, Part # UTL-TF, on chase top installations, it is permissible to substitute a non -Selkirk, metal chase cover if the guidelines shown below are followed. Chimney Top 1�p Storm Collar Hole in Chase Pan 2" minimum formed with edge Outlet Of Pipe clearance to for shedding water (See Note Below) combustible Storm Collar - framing and 1/2" tall spacer Elevate bottom 5-1/2" clearance clips made by edge 1/2 above to walls ___-others Chase Pan (8 minimum evenly spaced) — 1/2" '— � 1/2° F— 2" —I I 2� F-- 2"--i 1/4" Hole (3 Typ.) Material : for attachment 24 Ga. Galvinized 0 Spacer Clip Detail : Represents one option. Other designs are permitted as long as 1/2" airspace is created and maintained. IN Chase Pan top located 1/2" above chase top for air flow Chase Pan constructed J with minimum 1" turned down edge and having minimum 1./2" overhang on all sides. NOTE: Chimney outlet to extend a MMMUM 6" above Chase Pan. 2" MINIMUM clearance is to combustible framing only. There must be minimum 5-1/2" clearance to combustible walls. SHROUDS In some areas, chimneys are permitted to be installed with a decorative shroud surrounding the standard termination cap. There are three styles of shrouds that are now permissible to use with MCS Chimney systems. They are referred to as Pyramid, Mail- box, and House styles. Each individual style has it's own set of criteria. Below are the guidelines to all three styles. NOTES: 1. All Shrouds must be constructed of stainless steel, alumi- nized steel or copper. Non-metallic materials - such as brick, stone, clay products, stucco, etc., may also be used if they are 100% non-combustible, can withstand the surrounding environ- ment (exposure to heat, cold, rain, ice, snow, UV, etc.) and are approved by the local authority having jurisdiction. 2. Sides of shrouds (all styles) may be vertical, sloped or curved if desired, as long as indicated minimum openings are main- tained. 3. In all instances a minimum of 6" of chimney must extend above the base of the Flashing/Chase cover before attaching Cap. 4. Multiple smaller openings are permitted where single larger openings are shown if minimum total open area is maintained for each. 5. Given dimensions are for a single chimney system only. Com- bine the required open area for each chimney system to get the minimum required total for multiple systems. Mailbox Style Shroud Dia Cap Style/Dome OD H (in.) Minimum W (in.) Minimum 5 CT / 10 12 11 6 CT / 12 12 13 7 CT / 14 13 15 8 CT / 16 13 17 10 CT / 20 15 21 10 EZ / 16 17 17 12 CT 124 17 25 12 EZ / 20 19 21 14 CT / 28 18 29 14 EZ / 20 19 21 16 EZ / 24 21 25 18 EZ / 24 21 25 20 EZ/28 26 29 22 EZ / 32 28 33 24 EZ / 32 28 33 T_ H L L= not e more doml thru diam Lse S le Dia Cap Style/Dome OD H (in.) W (in.) L (in.) Minimum open area for single side (sq. in.) ' 5 CT / 10 12 11 11 20 6 CT / 12 12 13 13 28 7 CT / 14 13 15 15 39 8 CT / 16 13 17 17 50 10 CT / 20 15 21 21 79 10 EZ / 16 17 17 17 79 12 CT / 24 17 25 25 113 12 EZ/20 19 21 21 113 14 CT / 28 18 29 29 154 14 EZ / 20 19 21 21 154 16 EZ / 24 21 25 25 201 18 EZ / 24 21 25 25 254 20 EZ / 28 26 29 29 314 22 EZ / 32 28 33 33 380 24 EZ / 32 28 33 33 452 EE] I Must be a minimum of open area on all four sides of shroud. Multiple openings are permitted on each side if minimum total open area is main- tained for each (See Chart). , Dashed lines represent minimum di- mensional design and open area (from Fig 1.) that must be present when constructing shroud. (See Fig ramid Style Shroud Dia. Cap Style/Dome OD W (m.) Minimum L (in.) Minimum a x b= Minimum open area at bottom of each side (sq. in. 5 CT / 10 13 13 4.91 6 CT / 12 15 15 7.10 7 CT / 14 17 17 9.65 8 CT / 16 19 19 1 12.60 10 CT / 20 22 22 19.65 10 EZ / 16 21 21 19.65 12 CT / 24 26 26 28.30 12 EZ / 20 23 23 28.30 14 CT / 28 31 31 38.50 14 EZ / 20 25 25 38.50 16 EZ / 24 30 30 50.30 18 EZ / 24 31 31 63.65 20 EZ / 28 36 36 78.55 22 EZ 1 32 37 37 95.10 24 EZ / 32 39 39 113.10 Mi at on ch um di - area ,esent Be Fig CLOSURE RING Many local inspectors will allow for chimneys to be terminated with a custom design rain cap, shroud or other termination. Additional factors must be considered when installing a chimney using a termination that is not a Selkirk manufactured and listed chimney cap. Model UTUGTL pipe sections have exposed insulation at the ends. In most installations the Model UTL/GTL pipe is terminated with a Selkirk chimney top which protects the insulation from the elements. If any other type of termination is desired, then a Model UTUGTL Closure Ring (Fig 1) is required to cover the insulation at the top of the chimney. When installing any custom chimney termination, the weight of the termination must be taken into account when supporting the chimney. The length of pipe, equal in weight to the custom termination, must be deducted from the overall rated length (35' for an Anchor Plate and 16' for the Interior Resupport) of the supported section of chimney. This may require the addition of an Interior Resupport to a section of chimney that would have otherwise not required resupport. Additional lateral support may also be required and may be provided by using a stabilizer plate, roof brace or guy wires. Lateral support should be installed as close to the top of the chimney as possible. Closure Ring CHIMNEY MAINTENANCE 1. Creosote and Soot: When wood is burned slowly, it produces tar and other organic vapors, which combine with expelled moisture to produce creosote. The creosote vapors condense in the relatively cool chimney flue of a slow -burning fire. As a result, creosote residue accumulates on the flue lining. When ignited, this creosote makes an extremely hot fire. 2. Access: Chimneys must be installed so that access is provided for inspection and cleaning. 3. When to Clean: The chimney should be inspected at least every 2 weeks during the heating season to determine if a creosote or soot build-up has occurred. Check spark arrestor screens at least every 2 to 4 weeks. If creosote or soot has accumulated and is 1/16" thick or greater it should be cleaned or replaced to reduce the risk of chimney fire. 4. How to Clean: Have your chimney cleaned by a professional chimney sweep if you have doubts about your ability to clean it. Use a plastic, wood, or steel brush. Do not use a brush that will scratch the stainless steel liner of your chimney. Scrub the spark arrestor with a wire brush. To remove the Chimney Top for cleaning, unscrew the 4, #8 x 1/2" sheet metal screws that attach the cap to the previous chimney section. Selkirk Corporation 5030 Corporate Exchange Blvd., Grand Rapids, MI 49512 Toll Free:1.800.433.6341 www.selkirkcorp.com Remember to replace the Chimney Top and 4, #8 x 1/2" sheet metal screws when you are finished cleaning the chimney. 5. Chemical Cleaners: Chemical cleaners are not recommended as they may corrode the inside of the chimney. Use chemical cleaners only as a last resort, and use only those which the manufacturer specifically warrants as being noncorrosive to the chimney. Selkirk will assume no liability for damage resulting from the use of chemical cleaners. 6. In Case of Fire: If a flue fire occurs, close all appliance air inlets, and call your Fire Department. Do not use the chimney again until it has been inspected for possible damage. 7. Painting: As an option, you may coat all exterior metal parts, with the exception of the Chimney Cap, with high temperature, rust proof paint. Wash the metal with a vinegar and water solution before painting. 8. Creosote Formation: Selkirk assumes no liability for structural damage or roof contamination as the result of creosote formation. It is the owner's responsibility to comply with inspection and cleaning requirements as described in these instructions, and those of the appliance manufacturer. CHIMNEY FIRES AND WHAT TO DO ABOUT THEM Models GTL/UTL are not intended or designed for use as a combustion or fire chamber. It is very easy to over fire your wood burning system with kindling, scrap lumber, brush or any fast burning fuel. This can produce flames and high temperatures all the way up the chimney, and may cause chimney damage. If you see your appliance or the smoke pipe glowing red, you are risking chimney damage, or a fire. The creosote may be burning inside the chimney. If you see flames coming out of the top of your chimney, you are either overfiring or there is a chimney fire. If the fire in your appliance has gotten out of control, or if you suspect a chimney fire for any reason, follow these steps: Alert your family and any other building occupants of the possible danger. 2. Immediately close all dampers and/or air entrance openings to your appliance and call your Fire Department. After a chimney fire, when it is safe to do so, check internal locations such as the attic and under the roof and keep watching for two or three hours. There may be delayed smoldering and subsequent ignition, even if the fire inside the chimney has been controlled. 4 Do not continue to use your fireplace until it and your chimney have been thoroughly inspected. Overheating can cause metal parts to expand, buckle and crack. If you are not certain, have a qualified heating person disassemble all parts so they can be inspected and replaced. If you need to contact Selkirk about your Chimney System, refer to the address and telephone number located at the bottom of this page. ASELKIRK, 0015211-1009 0 DIVISION: 10 00 00—SPECIALTIES SECTION: 10 3100—MANUFACTURED FI ITCEIVED DEC 13 2016 CITY OF LA QUINTA REPORT HOLDER: COMMUNITY DEVELOPMENT EARTHCORE INDUSTRIES, LLC 6899 PHILLIPS INDUSTRIAL BOULEVARD JACKSONVILLE, FLORIDA 32256 EVALUATION SUBJECT: ISOKERN STANDARD MODELS 36-INCH, 42-INCH AND 46-INCH FIREPLACE AND DM CHIMNEY SYSTEMS; ISOKERN MAGNUM FIREPLACE SERIES MODELS 28, 36, 42, 48, 60 AND 72; ISOKERN FIREPLACE WITH FIRE-LITE APPLICATION; MODELS VF-36, VF-42, AND VF-46 UNVENTED GAS APPLIANCE ENCLOSURES; AND MODELS IBV-36 AND IBV-46 VENTED GAS APPLIANCE ENCLOSURES ICC ICC a ICC c� PMGiZ"J Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not SC`Acue 1id specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a Im recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as J to any finding or other matter in this report, or as to any product covered by the report. Accrue M�CCN Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR-2316 www.icc-es.org 1 (800) 423-6687 1 (562) 699-0543 DIVISION: 10 00 00—SPECIALTIES Section: 10 31 00—Manufactured Fireplaces REPORT HOLDER: EARTHCORE INDUSTRIES, LLC 6899 PHILLIPS INDUSTRIAL BOULEVARD JACKSONVILLE, FLORIDA 32256 (904) 363-3417 www.isokern.net EVALUATION SUBJECT: ISOKERN STANDARD MODELS 36-INCH, 42-INCH AND 46-INCH FIREPLACE AND DM CHIMNEY SYSTEMS; ISOKERN MAGNUM FIREPLACE SERIES MODELS 28, 36, 42, 48, 60 AND 72; ISOKERN FIREPLACE WITH FIRE- LITE APPLICATION; MODELS VF-36, VF-42, AND VF-46 UNVENTED GAS APPLIANCE ENCLOSURES; AND MODELS IBV-36, AND IBV-46 VENTED GAS APPLIANCE ENCLOSURES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009 and 2006 International Building Code® (IBC) ■ 2012, 2009 and 2006 International Residential Code® (IRC) ■ 2012, 2009 and 2006 International Mechanical Code® (IMC) ■ 2012, 2009 and 2006 International Fuel Gas Code® (IFGC) Properties evaluated: ■ Fire resistance ■ Seismic resistance 2.0 USES The Isokern fireplaces are wood -burning or gas -burning fireplaces that are constructed in the field using prefabricated cementitious blocks. 3.0 DESCRIPTION 3.1 Solid -fuel -burning Fireplaces: Isokern Standard Models 36-Inch, 42-Inch, and 46-Inch with DM Chimney; and Magnum Fireplace Series Models 28, 36, 42, 48, 60 and 72 with DM54 Chimney: Isokern fireplaces and DM54 chimney systems are modular refractory units designed for field assembly. The units consist of interlocking precast parts that are fitted together in the field using a premixed mortar called Reissued October 2016 This report is subject to renewal October 2017. A Subsidiary of the International Code Council® Earthcore mortar, supplied with the units, to form a solid - fuel -burning fireplace and chimney system. The refractory parts are manufactured using a proprietary mixture of volcanic pumice aggregate and aluminate cement. The firebox, smoke dome and chimney outer casing are manufactured with medium -density material, and the flue liner with high -density material. High -temperature refractory firebricks, a minimum of 08 inches (28.6 mm) thick, are provided to line the interior of the firebox. The firebox is available in sizes noted in Table 2. See Figures through 5 for further details. 3.2 Fire-Lite Systems: 3.2.1 General: The Fire-Lite systems consist of Standard Models 36-inch, 42-inch, and 46-inch fireplaces and Magnum Series Models 28-inch, 36-inch, 42-inch 48-inch, 60-inch and 72-inch fireplaces, described in Section 3.1, and a factory -built chimney. All conditions of fireplace manufacture and installation noted in Section 3.1 apply, except as noted in Section 3.2.2. 3.2.2 Factory -built Chimney: A listed and labeled factory -built chimney is used with the fireplaces, subject to the following requirements: 1. The factory -built chimney is listed by an approved agency for compliance with the requirements of UL 103 for continuous use at 1000°F (537°C) and intermittent use at 1700°F (927°C). 2. The factory -built chimney is for use only with an open combustion chamber and must be marked "Residential Type and Building Heating Appliance Chimney." 3. The chimney is either solid -pack insulated, a combination of insulation and air space, or noninsulated, completely thermal siphoning, double - wall air-cooled. 4. Listed chimney liners conforming to the 1700°F (927°C) requirements of UL 1777, ULC S635, or ULC S640 may be used. 5. Chimneys and chimney liners must be installed and terminated in accordance with the manufacturer's installation instructions and under the terms of the manufacturer's listing for use with open-faced, masonry fireplaces. 6. A minimum 2-inch (51 mm) clearance to combustible construction and 3-inch (76 mm) clearance to insulation is maintained. As an alternative, a listed and labeled Security Chimneys International (Lennox) FTF-13 factory -built chimney may be used with the fireplaces, subject to the following requirements: ICC-ES Evaluation 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 of the subject of the report or a recommendation for its use. There is no warranty by 1CC Evaluation Service, LLC express or implied, as e a to any finding or other matter in this report, or as to any product covered by the report. oneaxuwxu .. [�IWXOC-mrw Copyright© 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 9 ESR-2316 I Most Widely Accepted and Trusted Page 2 of 9 1. The factory -built chimney must be installed and terminated in accordance with the report holder's installation instructions and under the terms of the report holder's listing for the fireplaces. 2. A minimum 2-inch (51 mm) clearance to combustible construction and insulation is maintained. 3.3 Models VF-36, VF-42, and VF-46 Unvented Gas Appliance Firebox Enclosures: The enclosures consist of materials similar to those used for the Isokern solid -fuel -burning fireplaces. The enclosures are recognized as complying with ANSI Z21.91 and are for use with unvented decorative gas logs listed and labeled as complying with ANSI Z21.11.2, and having a maximum heat input of 40,000 Btu/h (11 700 VV). The gas logs must be factory -equipped with a listed oxygen - depletion safety shutoff system (ODS) and must comply with 2012 and 2009 IFGC Section 621.6 and 2006 IFGC Section 620.6 (2012, 2009 and 2006 IRC Section G2445.6). The enclosure must only be installed within a room that has a primary source of heat, and use of the units is prohibited in locations defined in IRC Section G2406.2 and IFGC Sections 303.3 and 621.4. Combustion air must be provided in accordance with IRC Section M1702 and IFGC Section 621.5. The room in which the units are installed must have a free -air volume equal to or greater than 50 cubic feet per 1000 Btu/h (4.8 m3/kVV) of the aggregate input rating of all appliances within the room. The base, sides, rear and top of the firebox consist of preformed refractory components that interlock together to form the enclosure. Assembly of the firebox is as described in Section 4.3 of this report, except that a 1/2-inch-wide (12.7 mm) mortar joint is used; and 1'/8-inch-thick (28.6 mm) (minimum) refractory firebrick, conforming to ASTM C1261, is used to line the hearth, side walls and back wall. The unit must be anchored in accordance with IRC Section M1307.2 and IFGC Section 301.12. The firebox is illustrated and dimensions are noted in Figure 2. The firebox may be installed on combustible construction when installed as described in Section 4.3, and at zero clearance to combustible construction on sides, back and top. Minimum clearances are 151/2 inches (394 mm) to side walls, 42 inches (1067 mm) to ceilings and 12 inches (305 mm) to combustible mantles. 3.4 Models IBV-36, and IBV-46 Vented Gas Fireplaces: 3.4.1 General: Vented gas -fired fireplace models IBV-36 and IBV-46, with dimensions and weights as described in Figure 5, comply with ANSI Z21.50 and are for connection to listed Type B gas vents as described in Section 3.4.2. 3.4.2 Gas Vent: The gas vent system consists of a nominally 10-inch-diameter (254 mm), Type B gas vent complying with Chapter 8 of the IMC and Chapter 5 of the IFGC and Chapter 24 of the IRC. 3.5 Factory -built Chimney: The firebox units, described in this report, may be used in conjunction with factory -built chimneys listed and labeled as complying with UL103, and must be used with one in Seismic Design Categories C, D, E, and F. The factory - built chimneys must comply with Type HT requirements of UL 103 and be marked "Type HT" and "Residential Type and Building Heating Appliances." As an alternative, a listed and labeled Security Chimneys International (Lennox) FTF-13 factory -built chimney may be used with the fireplaces. The chimneys are limited to a maximum height of 80 feet (24380 mm) and a minimum height of 14 feet (4270 mm); except that where offsets are used, the minimum height is 17 feet (5180 mm). The maximum number of offsets is two. 3.6 Grout and Mortar: Grout used in construction of the fireplace unit is Quickcrete Concrete Mix #1001, 4000 psi concrete mix or equivalent. Mortar used with the fireplace unit is Earthcore mortar. 4.0 DESIGN AND INSTALLATION 4.1 General: The fireplaces must be installed in accordance with this report, the manufacturer's instructions and the applicable code. A copy of the manufacturer's published instructions must be available at the jobsite at all times during installation. The fireplaces are not recognized for use with doors. 4.2 Design: Installation is limited to Seismic Design Categories A and B, except that when installation is in accordance with Section 4.3 of this report, the fireplaces may be installed in Seismic Design Categories C, D, E and F, provided the seismic design factors are limited to the values noted in Table 1. The seismic design must be in accordance with Sections 15.3.2 (1) and 13.3, 13.4, 13.5 and 13.6 of ASCE 7. Fireplace systems used in Seismic Design Categories C, D, E, and F are limited to those incorporating listed and labeled factory -built chimneys. Structural design calculations and construction plans prepared by a licensed design professional are required to determine the requirements for the fireplace foundation and anchorage of the fireplace to the foundation. When installation is on wood floor construction, the licensed design professional must determine the requirements for support and anchorage for the combined gravity and seismic loading. The applicability of the seismic design parameters in Table 1, for Seismic Design Categories C, D, E and F, must be verified with due consideration of the flexibility of anchorage and supports. In addition, the calculated long-term deflection of the wood members supporting the fireplace must not exceed the values shown in IBC Table 1604.3 for floor members. Under the IRC, an engineered design must be provided in accordance with IRC Section R301.1.3. 4.3 Installation: 4.3.1 General: A noncombustible foundation, adequate to support all required loads, is necessary and must be approved by the building inspector. Fire-Lite Series and Models IBV-36 and IBV-46 Vented Gas fireplaces and Models VF-36, VF-42 and VF-46 may be installed on combustible systems. For combustible supporting systems, installation of a 3-inch-thick (76 mm) Earthcore base plate is required before placement of the firebox hearth components. The Fire-Lite system firebox is assembled following the manufacturer's published instructions. For Seismic Design Categories C, D, E and F, anchorage of the fireplace unit to the foundation or supporting floor must be designed as described in Section 4.2. Units are assembled on the foundation by installing the base plate, firebox wall sections, damper assembly and smoke dome. Earthcore Mortar is mixed with water until smooth and without dry spots, and is then poured into the supplied Earthcore application bag and applied to one adjoining component face of each joint. A 1/2-inch-wide (12.7 mm) line of mortar is applied 1/2 inch (12.7 mm) from all edges of the face with two longitudinal lines between. Mortar must be exposed at the joints when components are joined, and the excess must be smoothed out. The firebox hearth, side walls and back wall are then lined with approved refractory bricks a minimum of 11/8 inches (28.6 mm) thick, except for the Magnum Models 60 and 72, which require minimum ESR-2316 I Most Widely Accepted and Trusted Page 3 of 9 4-inch-thick (101.6 mm) approved refractory bricks, complying with ASTM C27 or ASTM C1261, at the side walls using a refractory mortar, complying with ASTM C199, recommended by Earthcore Industries, LLC. 4.3.2 Clearances: Minimum clearance from the fireplace opening to side walls is 26 inches (660 mm). Sheathing and trim must be kept at least 8 inches (203 mm) from the opening. Combustible mantles must be at least 14 inches (356 mm) above the opening. A noncombustible hearth extension is necessary and must extend a minimum of 20 inches (508 mm) in front and 12 inches (305 mm) beyond each side of the fireplace opening. For the Magnum Series Models 60 and 72, minimum clearance from the fireplace opening to side walls is 48 inches (305 mm). Sheathing and trim must be kept at least 9 inches (228 mm) from the opening. Combustible mantles must be at least 38 inches (965 mm) above the opening. A noncombustible hearth extension is necessary and must extend a minimum of 33 inches (838 mm) in front of and 12 inches (305 mm) beyond each side of the fireplace opening. 4.3.3 DM54 Chimney Systems: The DM54 chimney system must be supported from the top plate of the smoke dome. The chimney is assembled starting with a 6-inch- high (152 mm) liner that offsets the joints in the octagonal inner Earthcore liner from those in the square outer chimney casing. The mortar mix is applied in all joints as previously described. The outer chimney blocks have provisions for installation of reinforcing bars. Chimneys may include offsets with a maximum horizontal distance of 6 feet (1829 mm) which is 24 offset blocks in sequence. The offset blocks are supplied by Earthcore Industries, LLC. The fourth and sixth offset blocks and every third block thereafter must be supported by a concrete block support wall. Where required by the code official, details of the support wall construction must be provided. The portion of the chimney exposed to the exterior must be covered with weather protection material such as exterior plaster or brick veneer, in accordance with the applicable code. Terminations must comply with IBC Section 2113.9 and IRC Section R1003.9. Where required by the code official, an approved spark arrester complying with 2012 IBC Section 2113.9.2 or 2009 and 2006 IBC Section 2113.9.1 must be used. Under the 2012 IBC and IRC, a chimney cap must be installed in accordance with IBC Section 2113.9.1 and IRC Section R1003.9.1. For installations with vertical chimneys, the fireplace and chimney may be installed with zero clearance to combustibles, except that the Magnum series units require a minimum 11/2-inch (38 mm) clearance on the sides and back of the firebox and smoke chamber. When offset blocks are used, the system must be installed with minimum 11/2-inch (38 mm) clearance on the sides and back of the firebox and smoke chamber, and with zero clearance on the top; the chimney is installed at zero clearance to combustibles. Except as noted in this section for clearances to combustibles, chimney fireblocking must be in accordance with IBC Section 2113.20 and IRC Section R1003.19. 4.3.4 Gas Vent Installation: Gas vents are installed through a 10-inch-diameter (254 mm) hole cut into the top plate of the fireplace enclosure, centered from each edge. The Isokern Anchor Plate/Downdraft Diverter component is placed over the hole using either a bed of Earthcore mortar, or an approved ceramic blanket gasket. The Anchor Plate/Downdraft Diverter hood component is then secured to the top plate using masonry screws. The Type B gas vent must be connected to the Anchor 4.3.5 Plate/Downdraft Diverter component and installed in accordance with the vent manufacturer's instructions. 4.3.6 Unvented Gas Appliance Firebox Enclosures: Models VF-36, VF-42 and VF-46 unvented gas appliance firebox enclosures must be installed in accordance with IFGC Section 621, IRC Section G2445 and the manufacturer's published installation instructions. 4.3.7 Vented Gas Fireplaces: Models IBV-36 and IBV-46 vented gas fireplaces must be installed in accordance with IFGC Section 604, IRC Section G2434 and the manufacturer's published installation instructions. 5.0 CONDITION OF USE The Isokern fireplaces and chimney systems 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 fireplaces must be installed in accordance with this report, the manufacturer's published installation instructions and the applicable code. In the event of a conflict between this report and the manufacturer's instructions, this report governs. 5.2 Structural design and calculations from a registered design professional must be provided to the code official to justify the supporting structure for all applicable loads, including gravity, wind and earthquake loading, and applicable load combinations per IBC Section 1605. 5.3 An analysis shall be provided to the code official establishing that the seismic conditions for the installation site do not exceed the specified seismic limitations. 5.4 The fireplaces must not be installed with doors. 5.5 Compliance with the fireplace air leakage provisions found in 2012 International Energy Conservation Code (IECC) Section R402.4.2 and Table R402.4.1.1; 2012 IRC Section N1102.4.2 and Table N1102.4.1.1; 2009 IECC Section 402.4.3; and 2009 IRC Section N1102.4.3, are outside the scope of this report. 5.6 The wood -fired fireplaces and unvented gas -fired units are manufactured in Chesapeake, Virginia, under a quality control program with inspections by ICC-ES. The IBV vented gas -fired fireplaces are manufactured in Chesapeake, Virginia, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Field -constructed Fireplace Systems Using Prefabricated Blocks (AC375), dated February 2012. 7.0 IDENTIFICATION The components of the fireplace and chimney are supplied to the jobsite on shrink-wrapped pallets bearing a label with the Earthcore Industries, LLC, name and address; the product name; the address of the manufacturing plant and the evaluation report number (ESR-2316). A permanent label must be attached to the fireplace and to the vented or unvented enclosure, bearing the Earthcore Industries, LLC, name; the product name; the manufacturing location; the date of manufacture and the serial number; the clearances to combustibles; other information required by UL 127; (for wood -fired fireplaces and unvented gas appliance firebox enclosure models VF-36, VF-42 and VF-46; or PFS Corporation for vented gas fireplace models IBV-36 and IBV-46); and the evaluation report number (ESR-2316). ESR-2316 I Most Widely Accepted and Trusted Page 4 of 9 TABLE 1—SEISMIC DESIGN FACTORS FOR SEISMIC DESIGN CATEGORIES C, D, E AND F FACTOR VALUE Amplification Factor, op 1.0 Component response modification factor, Rp 3.0 Z/h factor, where Z is the height in structure of point of attachment with respect to the base; and h is the average roof height of structure with respect to the base 0.65 Spectral response acceleration parameter, Sos 2.0 Weight, Wp (lbs) See Figure 1 Fundamental period of fireplace unit, T. 0.35 For SI: 1 foot = 305 mm; 1 lb = 4.45 N. TABLE 2—ISOKERN FIREPLACE DIMENSIONS MODEL OVERALL SIZE (inches) FIREBOX OPENING SIZE (inches), Width x Height HEARTH EXTENSION SIZE (inches), Width x Depth CHIMNEY MINIMUM SIZE (inches), I.D. INSTALLED HEIGHT, FIREPLACE AND CHIMNEY DM SYSTEM (feet) Width Depth Height Minimum Maximum 36-Inch 43 251/4 631/4 37 x 32 58 x 20 123/4 18 80 42-Inch 49 25'/4 631/4 42 x 32 64 x 20 123/4 18 80 46-Inch 53 25'/4 63'% 47 x 32 68 x 20 123/4 18 80 IBV36 43 251/4 71 37 x 32 58 x 20 10 15 46 IBV42 49 25'/4 79 42 x 32 64 x 20 10 15 46 IBV46 53 25'/4 71 47 x 32 68 x 20 10 15 46 VF - 36 43 25'/4 38 36 x 302 N/A N/A N/A N/A VF - 42 49 251/4 38 43 x 31'/2 N/A N/A N/A N/A VF - 46 53 25'/4 38 47 x 311/2 N/A N/A N/A N/A Mag - 28 35% 28 601/4 31 x 28'/2 57% x 20 12 18 80 Mag - 36 43 28 693/4 38'/2 x 38 601/2 x 20 123/4 18 80 Mag - 42 481/2 28 693/4 44'/2 x 38 6'/2 x 20 123/4 18 80 Mag - 48 53 28 693/4 48'/2 x 38 70% x 20 123/4 18 80 Mag - 60 73'/2 28 853/4 69'/2 x 38 91 x 33 123/4 18 80 Mag - 72 85'/2 28 853/4 81'/4 x 38 101'/4x 33 123/4 18 80 For SI: 1 foot = 305 mm; 1 lb = 4.45 N. ESR-2316 I Most Widely Accepted and Trusted Page 5 of 9 C j SU*4* o� I--^- sa:Etra M44ww WOR A_. 8 CQ f F G 1 3 MJNIMUM FR4A I,\% 2. WEIG14T 36 43' 2S i/4` 63114' 31 l/2' 361/8- 27114' 33' 20114` S' (46*W)x(65'Kw26 3WD) 120S fbs 42 49" 251W 63114" 311t7' 43W 331/4` 33' 241/4' S' (S2 1(x(6S'H)x(2b314'a) 137SIbs 46 Sr 251/4' 631/4' 311/2' 47V8' 37114* 43*' 201W V (56`W)x(6S'E x(26314"D) 14SOHn For Fire-Lite Units —Add 4 inches to C and to minimum framing height H. Tap Ptate - Medium Dart No. Model Oty M77 36 M77 42 1 4 Top Plate large Pa it No. Model Oty M8'1 46< 1 2S 1/4" 4 314" FIGURE 1—STANDARD SERIES DIMENSIONS 4 34' ESR-2316 I Most Widely Accepted and Trusted Page 6 of 9 N Side View c B Front View Plan View Model A B c MINIMUMFRAMING WEIGHT 36' 43' 361/8- 27 1/4' 43'W x 37 1/2'H x 25 IWD 715 Ibs 42- 49' 431/8' 33 1/4' 49-W x 37 1./2'H x 25 1/4-D 820lbs 46` 53' 471/8' 371/4" 531Nx371/2`Hx251/4-D $80lbs w w Z" N See -Thru Models a Model A 8 c 36' 43' 37' 53' 42' 49' 43' 59' W 53' 47' 63' FIGURE 2—UNVENTED GAS -FIRED SERIES DIMENSIONS ESR-2316 I Most Widely Accepted and Trusted Page 7 of 9 3tE1t£tl f M;4 VVVI PL 5EGrM" AT E93<' A$' 33 IV ril W jX0Es 11r. a v* 43 tz, 3F t C 43" l ft For Fire-Lite Units — Add 4 inches to C and to minimum framing height H. PART- M-514CEP .ti'rx N, sM e ,d PART nMPL4lX nk fir_• Wit 4t% �x 04. FIGURE 3—MAGNUM 28, 36, 42 AND 48 SERIES DIMENSIONS ESR-2316 I Most Widely Accepted and Trusted Page 8 of 9 l H t —T— ! D r B A Right Section Front Elevation r G � 0 t Top Plan View x T 17/ 8 I. E 1 Plan Section Model A 6 £ D E F G H I J K M R- O 6w 73112" 28 85 314' 41" 69" 57 114" 55 1 f2' 25 "/," 4 314' 5' 8' 14 114" 11' 55 1 f2' 72" 85 112 " 2S' 85 314 ' 41' 81 114" 69 314' 65112" 25 ',/a. 4 3/4' 5" 6" 14114" 11� 65 1JT Minimum Framing Weight 76112' W x 87 112"H x 29W 2500 tbs. 8812'w x 87 1/2' Hx 29'/." 2900 Ibs.. Part fireplace (kiantiT), No.: Sixe W7 601Y 2 Mr:7 72-W 2 �i ,6 - TOP PLATE FIGURE 4—MAGNUM 60 AND 72 SERIES DIMENSIONS ESR-2316 I Most Widely Accepted and Trusted Page 9 of 9 Side View Front View E Plan View Model A B f 0 E F G H 1 Minimum Framing Wei ht 36' 43" 2514- 711/4" 311/2s 1 361A- 1 27114" 21-'A 20;a" 5" 43"wx711/4"Hx263/4'D 1500lbs. 46' 53' 25"a 1 71 1W 1 31 1/2` 1 47 1/8" 1 371/4' 32" 20w 5' 53" x 71 1 /4"H x 26 31/4' D 1700lbs. 'To achieve height dimension'136in table above, a low (8.3') minimum foie height with 10I.D. B-Vent is required 36" 43" 251W' 813/4" -42- 361/8X 271./4" 2116" 20'% 5" 43"W-813/4"f4x263/4'D 1650tbs. 46" 53` 25'/a 81 3/4" `42" 1 47 1/8' 371 /4' 1 32" 20'rs" 5" 53-W s, B 1 3W li x 26 3t4"D 1850 tbs. 'To achieve height dimension'D'in table above, a 9' minimum flue height with 1O"f.D. B-Vent is required 367 43" 1 251W 1 921/4"" -521/2' 361/8" 1 271/4` 1 2116" 2014- 5" 43`W1921/4'Hx26314'D 7800tbs. 46' 53' 251A 92 1 /4' *52112' 47 1/8' 371 /4" 1 3.2- 2014- 5' 53-W x 921/4- H x 26 3/4` D 2000 tbs. *To achieve height dimension'W in table above, a 12" minimum flue height with 10' 1,D.11-Vent is required FIGURE 6-VENTED IBV SERIES DIMENSIONS m Craftsmanship. -x �1 Chimney Pets can also ke used to cover an unsightly metal fireplace termination or used in lieu of a factory rain cap or spark arrestor (check with your local ol&l lance for. proper application zvith pre fabricate,,! fireplace s)istezzzs). Chimney pots are a. popular selection for rain caps and span: arrestors for masonry chimneys as well. Item# Standard Size Base Overall Height Item# Standard Size Base Overall Height P1 18" Round 30" P9 20" Square 32" 20" Round 40" P10 18" Octagonal 40" P2 20" Square 42" 22" Octagonal 48" P3 20" Square 32" P11 20" Square 46" P4 20" Square 46" P12 22" Octagonal 40" P5 20" Square 40" P13 18" Octagonal 32" P6 20" Square 36" 22" Octagonal 40" P7 22" Square 42" P14 18" Square 36" 20" Square 40" P8 20" Round 40" 22" Square 48" Our chimney shrouds are offered in a glide variety of colors and finishes Finish. for that perfect match. Contact us today to explore our full offering. Natural Copper Paint Grade Cotten Steel Green Patina Stainless Brown Patina Freedom Gray Evergreen Lead Coated Galvanized Copper Steel Copper Copper Copper Copper Kynar Finish Overr 30 Colors Available S t ar Measuring Guide: Some information is required for proper manufacturing of your chimney cap. See below for information required Not all information is required. Chimney Shroud/Cap Worksheet DESIGN: _ (#1-72) or (P1-P15) Custom (attach image) MATERIAL: *indicates stock gauge/material _ Natural Copper: 16 oz.* 20 oz.* 24 oz. 32 oz. Patina: ❑ Green or ❑ Brown _ Stainless Steel: 18 ga. 20 ga. 22 ga. 24 ga* 26 ga. Paint Grip Steel: 18 ga. 20ga. 22 ga. 24 ga* 26 ga. _ Colored Steel. Please specify color Lead Coated Copper: 16oz 20 oz. Freedom Grey Copper: 16 oz. Stucco/Rock/Fa4ade Ready Galv._ Stainless Copper_ MOUNTING STYLE Mount: Flange outward (1"unless otherwise specified) Flange inward (2- unless otherwise specified) Outside Mount: Skirt Length (3" unless otherwise specified) Flush Mount: Vertical flange length (3"unless otherwise specified) NOTES: Height: Open Top: (Ex. #1, #2 etc.) Overall Height (20"unless Specified) Mailbox Style: (Ex. #5, #8 etc.) Overall Height (24" unless specified) House Style: (Ex. #22, #25 etc ) Vertical Leg/Wall Height (20" unless specified) BASE DIMENSION: Top mount: X Before Flange (includes flange ifinward) X Including Flange (Flange 1"outward unless specified) Outside Mount: X Skirt Dimension (Outer dimension ofchimney or chase cover) X Shroud/Cap Base dimension (Inset 1.5" on all sides from skim unless specified) Flush Mount: X Vertical flange dimension(Outerdimension of chimney or chase cover) Mesh/Screening: Galv. (5/8") Stainless Steel (1/3") Copper (5/8") 45 Degree 90 degree TERMINATION/CHIMNEY TYPE: Masonry _ # of flues _ Tallest height Metal/Pre-Fab: Direct Vent _ # of flues _ Tallest height B- Vent _ # of flues _ Tallest height All Fuel _ # of flues _ Tallest height Air Cooled _ # of flues _ Tallest height _ None: Other: Custom—aze. s 1 rFio Pwrreo American Chimney Shroud is accustomed to designing and M manufacturing from sketches, architectural details or photo- graphs. Feel free to supply us with your image, and we will glady supply a 3D rendering for approval. 4.2 sla^ Call 949-364-5118 or visit www.AmericanChimneyShroud.com .-- - - and More. 14� American Chimney Shroud is proud to offer other products and fabrication services such as: Accessories/Other Products Commercial Vents Pot Tappers Chase Covers Cupolas Awnings Dormers Louvers i H I*story* Since 1978, American Chitnney Shroud's parent company B.I.G. Company, Inc. has been desil-ning, manufac- turing and installing decorative chimney shrouds foi- the Southern California home building market. In 1993, the company expanded dramatically. These expansions brought about improvements in quality, deliver- times and passed on an added savings to the customer. Over the past decade, ACS's parent company's continued growth in the Southern California market led to expansion into the outlying areas of the United States. Currently, ACS has shipped their Chimney Shrouds to HaNvaii, Alsiska, Japan and ships throughout the continental United States on a daily basis. American Chimney Shroud Email: sales@americanchimiicyshr(-)ud.com americanchimneyshroud.com L Phone 949-364-5118 • Fax 949-364-5478 26401 Via De A.nza Warnock H-sey San Juan Capistrano, CA 92675 vi www.A.mericanChimneyShroud.com 1581 opportunity to termination cap to the elevation 'hrouds can also )rs for masonry IF PLV VIA