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13-1660 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO ' LA QUINTA,. CALIFORNIA 92253 Application Number: ,13-6_0'0016-6-0 Property Address: '----5-34-08--VIA-PISA APN: '772-530-064- - - Application description: DWELLING - SINGLE FAMILY Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 440384 ri 9&t4t 4 BUILDING & SAFETY DEPARTMENT \1.� BUILDING PERMIT DETACHED Applicant: Archit ct or Engineer: Lic. No.: OOR SQUARE FOOT Owner: MIKE JEHA 53-731 VIA MALLORIA LA QUINTA, CA 92253 Contractor: JEHA CONSTRUCTION, 53408 VIA PISA LA QUINTA, CA 92253 (925)250-4038 Lic. No.: 410408 0 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/24/14 2 6-F t.AQUINTA ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License lass: 13 Lice fiIS408 _ for by Section 3700 of the Labor Code, for the performance of the work for which this permit is _ �Da tr111',,iContrac r. issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor -- - Code, for the performance of the work for which this permit is issued. My workers' compensation • d O NER-BUILDER DECLARATION - - insurance carrier and policy number are: ' I hereby affirm under penalty of perjury tl t I am xempt from the Contractor's State License Law for the Carrier EXEMPT Policy Number EXEMPT following reason (Sec. 7031.5, Business and Pr essions Code: Any city or county that requires a permit to I c y that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or r air a structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he o e is licensed pursuant to the provisions of the Contractor's State a agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3 00 of the Lab o I shall rthwith comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: C --� Date: 3 Apptic`ant: (_ 1 1, as owner of the property, or my employees with wages as their sole compensation; will do the work, and . � the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARN( G: FAILURE TO SECURE WORKER ' COMP SATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PE ALTIES ND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO TH OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within ' SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT (� 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sac. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Protessions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_) I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county t nter upon the above-mentioned or inspection purpose Date: Signature (Applicant -or Agentl: C� LQPERMIT 7;1 Application Number . . . . . 13-00001660 Permit . . . BUILDING 2013 Additional desc . . Permit Fee 708.3.9 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 440384 Expiration Date 9/20/14 Qty Unit Charge Per Extension BASE FEE 573.43 241.00 ---------------------------------------------------------------------------- .5600 THOU BLDG $200,001-$1M 134.96 Permit . . . ELECTRICAL 2013 Additional desc . . Permit Fee . . . . 239.30 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/20/14 Qty Unit Charge Per Extension .00 23.8300 LS ELEC FIXTURES, FIRST 20 .00 1.00 23.8300 EA ELEC SERVICES 23.83 1.00 23.8300 EA ELEC TEMP POWER POLES 23.83 1.00 143.0000 LS ELEC NEW RES, FIRST 1 KSF 143.00 4.00 ---------------------------------------------------------------------------- 12.1600 EA ELEC NEW RES, ADD'L 1 KSF 48.64 Permit . ... MECHANICAL 2013 Additional desc . . Permit Fee . . . . 417.12 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/20/14 Qty Unit Charge Per Extension 4.00 35.7500 EA MECH FURNACE 143.00. 4.00 35.7500 EA MECH CONDENSER/COMP 143.00 10.00 11.9200 EA MECH VENT FAN 119.20 1.00 ---------------------------------------------------------------------------- 11.9200 EA MECH EXHAUST HOOD 11.92 Permit . . . PLUMBING 2013 Additional desc . . Permit Fee . . . . 301.43 Plan Chook Foo .00 Issue Date . . . . Valuation 0 Expiration Date . . 9/20/14 Qty Unit Charge Per Extension 26.00 11.9200 EA PLBG FIXTURE/TRAP 309.92 1.00 11.9200 EA PLBG BUILDING SEWER 11.92 Application Number 13-00001660 Permit . . . . . . PLUMBING 2013 Qty Unit Charge Per Extension 2.00 11.9200 EA PLBG WATER HEATER/VENT 23.84 1.00 35.7500 LS PLBG GAS SYS, 5+ OUTLETS -- 35.75 ---------------------------------------------------------------------------- Special Notes and Comments NEW 4800 SQ. FT. SFD, WITH 922 SQ. FT. PATIO AND 1508 SQ. FT. GARAGE.THIS HOME IS FIRE SPRINKLEd PER 2010 CRC CODES. THS PERMIT DOES NOT INCLUDE POOL , SPA, BLOCKWALLS, OR DRIVEWAY APPROACH, BBQ, FIRE PIT. _ January 22, 2014 10:35:21 AM JJOHNSON. - ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 456.96 BLDG STDS ADMIN (SB1473) 18.00 DIF CIVIC CENTER - RES 942.00 DIF FIRE PROTECTION -RES 433.00 DIF LIBRARIES = RES 344.00 PLAN CHECK, ELECTRICAL 95.83 DIF PARK MAINT FAC - RES 40.00 PLAN CHECK, MECHANICAL 243.11 PLAN CHECK, SFD GRADING 143.00 PLAN CHECK, PLUMBING 359.97 DIF PARKS/REC - RES 2048.00 BLDG PC 200K -1M 1520.79 STRONG MOTION (SMI) - RES 38.28 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary Charged Paid Credited --------------------------- Due ------------------------------- Permit Fee Total. 1746.24 .00 .00 1746.24 Plan Check Total .00 .00. .00 .00 Other Fee Total 11478.38 1250.00 .00 10228.38 Grand Total 13224.62 1250.00 .00 11974.62 LQPEFNI IT T4 4 4 a" P.O. BOX 1504 Building / 0 Q� �/ 78-495 CALLE TAMPICO Address O t_/.1i tQCc/ LA QUINTA, CALIFORNIA 92253 vialn1y , Address 3_ Cityt Zip Tel.100 C91.� Zip JTel. f90a,5– & Classif. O Lic. # Arch., Engr., Designer Address Tel. r„0 Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). 01, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) O1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATIONINSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to Workers' Compensation laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip APPLICATION ONLY BUILDING: TYPE CONST2 ^ —OCC. GRP. A.P. Number 7 l/�.�S��• y'� Legal Description , Gt Project Description Sq. Ft. No. No. Dw. Size !Moto Stories l Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation •� } PERMIT 3 AMOUNT Plan Chk. Dep. z Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: ZONE: BY: Minimum Setback Distances: Frqe k from Center Line R etback fr�ritt Rear .Rear pk etbaa from Property Line FINAL DATE LJ�"I( Issued by: it NANCE DEPT. Validated by: Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE Goaclwlla Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMWIND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: he Hideaway Date: March 24, 2014 Owner's Name: Michael Jeha Phone No. 925-250-4038 Project Address: 53-408 Via Pisa, LaQuinta Project Description: Single Family Dwelling APN: 772-530-024-2 Tract #: Lot #'s: Type of Development: Residential XIk! Commercial Industrial Total Square Feet of Building Area: 4800 Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authori4ad-lo sign on behalf of the owner/developer. Dated: March 24, 2014 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROCT AVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE O E) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project 65995 Approval 4800 $3.20 $15360.00 Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Secretary Signature:Gi, NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires.that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. MV:c/mydocs/devfees/certificate of compliance form updated 3-2007 11/2010 Lawyers Title RECdRDING REQUESTED BY Lawyers Title - IE WHEN RECORDED.MAIL THIS DOCUMENT AND TAX STATEMENTS TO: Michael E. Jeha.and CarriQ A_ ]eha, Trustee 41479 Resorter Blvd Urit 2712 Palm Desert, CA 92211 APN: 777-190-024-7 Escrow No: PDL11780-LT139-CM Title No: 623682394 DOC # 2013-0344662 07/17/2013 11:40 AM Fees: $18.00 Page 1 of 2 Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder —This document was electronically submitted to the County of Riverside for recording'* Receipted by: SGOMEZ - Space n Recorder's use 2p-�Zo-�bo GRANT DEED E ® THE UNDERSIGNED GRANTOR(S) DECLARES) DOCUMENTARY TRANSFER TAX IS $385.00 FEB 1.9 2014 ® computed on full value of property conveyed ® City of La Quanta, AND �CI1y OF W QUINTq FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknow ®dge'P, NM DEVELOPMENT Ronald J. Holmes and Bobbe A. Holmes, husband and wife as community property with right of survivorship hereby GRANT(S) to Michael E. Jeha and Carrie A. ]eha, Trustees of the Michael E. and Carrie A. Jeha Trust, dated November 30, 1998 the following described real property in the City of La Quinta County of Riverside, State of CALIFORNIA: For legal description of the real property herein, see Exhibit A attached hereto and made a part hereof. Commonly known as: 53408 Via Pisa - Lot 299 , La Quinta, CA 92253 Dated: June 26, 2013 STATE OF CALIFORNIA COUNTY OF Orun G }ss: On unZ$, ' oi3 , before me, Yn,%rnberiv Powell a Notary Public, (here insert name anAtitle of the officer) personally appeared onnld 5. Homes mnd Ob?� A. Holmes who proved to me on the basis of satisfactory evidence to be the personCq whose name f s 4e ar subscribed to the within instrument and acknowledged to me that hefsftA ED executed the same in his{fier eir authorized capacity es , and that by hi!! i r eir signature(D on the instrument the personal, or the entity upon behalf of which the personG) 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. Signature Douve N. rlvlmes KIMBERLY POWELL Commission i 1889112 r!5r %FOrange Notary Public - California County my Comm. Ex ares Jun 4, 2014 (This area for notary stamp) TAX STATEMENTS AS DIRECTED ABOVE b \,A C,k March 10, 2014, 2014 Mr. and Mrs. Mike Jeha 3089 Sandstone Road Alamo, CA 94507 RE: Lot 299 at 53408 Via Pisa Final Construction Document Review #2 Dear Mr. and Mrs. Jeha: The Hideaway Design Review Committee (DRC) reviewed the revised final working drawings as part of the March 4, 2014 Agenda. The driveway Variance was approved by the Board of Directors therefore the project was approved to start construction. The committee does request that in the front side yard lawn the header should tie in smoothly with the adjacent lot rather than being a hard, straight line. This can be handled during construction. 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 obtained and prior to starting any construction in the field. Sincerely, Hideaway Design Review Committee cc: Juan Carlo Ochoa GM Future Designs DRC File �k I?N-f co FEB i a _ -3 SRCA 'Q v.,i�kF3i tw `r'�e y of L TABLE 1A �® �11 MEN1A�PPLICATION I FOR ALL TILES ROOF SLOPE 2'h UNITS VERTICAL IN 12 UNITS ROOF SLO DE 3 UNITS VERTICAL IN HORIZONTAL (21% Slope) TO LESS THAN 3 UNITS 12 UNITS HORIZONTAL (25% Slope) VERTICAL IN 12 UNITS AND OVEF Deck Requirements Sheathing must be adequate to support the loads involved, but not less than nominal I -inch thick lumber or 15/32 inch thick plywood or other decking material recognized in a code evaluation report or by the local building official. The use of sheathing less than 15/32 -inch will require supporting data. Underlayment Built-up membrane, multiple plies, three plies minimum, applied Same as for other climate areas, except that In climate areas subject to wind per building code requirements or code approved alternate. extending frc m the eaves up the roof to a line 24" driven snow, roof ice damming or inside the e�cerior wall line of the building, two special wind regions as shown in layers of und-!rlayment shall be applied shingle fashion UBC Chapter 16, Figure 16-1 as and solidly cemented together with an approved defined by local building official. cementing material per UBC. As an option code approved self adhering membrane will be allowed. Other Climates Minimum one layer ASTM D226 Type 11 (No.30 Felt) (ASTM 048e9 Type IV) head lapped 2 inches and end lapped 6 inches, or approved equal per UBC. For roof slopes of 3:12 to <4:12, two (2) layers of felt are requ red per IBC and IRC. Attachment 2 Fasteners shall comply with IRC section R905.3.6 and IBC section 1507.3.6 and UBC Section 1507.3. Corrosion resistant Type of Fasteners meeting ASTM A641 Class I or approved equal, number I I gauge diameter and of :ufficient length to properly penetrate 3/4" into or throu§h the thickness of the deck or batten 2, whichever is less. The head of the nail used for file fastening shall not be less than / 16 inches and shall comply with ASTM F 1667 for dimensional tolerances. Other fastening systems such as screws, wire, or adhesive based systems as approved by code, or local building officials will be allowed. Number of fasteners 1,2 One fastener per tile. Flat Tile without vertical laps, two Two fasteners per tile. Only one fastener on slopes fasteners per tile. Tiles installed with projecting anchor lugs of 7 units ve tical in 12 units horizontal (58.3% will be installed on counter battens, or other code approved slope) and less for tiles with installed weight methods. exceeding 75 pounds per square foot, having a width no greater than 16 inches. 3 Field Tile Head Lap 3 inches minimum, unless precluded by tile cesign Flashing Flashing shall be (No. 26 galvanized sheet gage) not less than 0.019 inch corrosion -resistant metal with a minimum of 0.90 ounce zinc/sq. ft. (total for both sides) G90 sheet metal or equal. i For jurisdictions enforcing the: IBC: In snow areas, a minimum of two fasteners per tile are required or battens and one fastener. IRC: In snow areas, a minimum of two fasteners per tile are required. UBC: In snow areas, a minimum of two fasteners per tile are required, or interlocking tiles with anchor lugs engage_] on battens with one fastener. 2 In areas designated by the local building official as being subject to wind velocities not in excess of 80 miles per hour "basic (fastest mile) wind speed" per the UBC; 100 miles per hour "basic (3 second gust) wind speed" per the IBC and the IRC or where mean roof height exceeds 40 feet, but not more 60 feet above grade, all tiles shall be attached as follows; 2.1 The head of all tiles shall be fastened. 2.2 The noses of all eave course tiles shall be fastened with clips, or other methods of attachment as approved by b,jilding code offiaa sp IT t /� 2.3 All rake tiles shall be secured with two fasteners when required by IBC table 1507 .3.7 and IRC section R905.3.7_ L - (71 J 1 A 2.4 The noses of all ridge, hip and rake tiles will be set in a bead of approved roofers mastic. �,j, Lf ( C_ SAFETY C CPT. 2.5 Other methods of tile fastening will be allowed based upon submission of testing and allproval of building code .fficials��r� -_- 2.6 For jurisdiction enforcing IBC and IRC, see appendix B for design considerations for high wind applications.�� I "c + L, 3 o I� r.' -.I Qr -6, l,RI�CTION On roof slopes over 24 units vertical in 12 units horizontal (200 6 slope), the nose end of a tiles shall be,securel stl ne COPYRIGHT © TILE ROOFING INSTITUTE\WSRCA ICC -ES ESR -2015 01/2000 Revised 3/2010 ICC -ES Evaluation Report ESR -1697* www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION _ Section: 07 30 05—Roofing Felt and Underlaymen" REPORT HOLDER: POLYGLASS USA, INC. 150 LYON DRIVE FERNLEY, NEVADA 89408 (800) 894-1563 www.polyglass.com akinsopolvglass.com EVALUATION SUBJECT: POLYSTICK IR -Xe, P, TU, TU PLUS AND MTS SEVERE CLIMATE ROOF UNDERLAYMENTS AND POLYSTICK TU P ROOF UNDERLAYMENT 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 Intemational Building Code® (IBC) ■ 2006 Intemational Residential Code® (IRC) ■ 1997 Uniform Building Code TM' (UBC) Properties evaluated: ■ Physical properties ■ Water resistance 2.0 USES 2.1 Polystick IR -Xe, P, TU, TU Plus and MTS: The underlayments are self -adhering membranes used as alternatives to the ice barrier specified in Chapter 15 of the IBC and Chapter 9 of the IRC. Additionally, the membranes are used as alternatives to the underlayment in severe climate areas specified in Tables 15-B-1, 15-B-2, 15-13-1 and 15-13-2 of the UBC. 2.2 Polystick TU, TU P and TU Plus: Polystick TU, TU P and TU Plus roofing underlayment is an alternative to ASTM D 226, Type I and Type II, roofing underlayment specified in Chapter 15 of the IBC and Chapter 9 of the IRC. Polystick TU, TU P and TU Plus may be used as an underlayment on adhered roof tile installations as set forth in Section 4.4. 3.0 DESCRIPTION 3.1 General: Polystick IR -Xe, P, TU, TU Plus, MTS and TU P roof underlayments are self -adhering, polymer -modified, bituminous sheet materials, with reinforcement and surface Reissued September 1, 2012 This report is subject to renewal November 1, 2014. A Subsidiary of the Intemational Code Council® materials described in Sections 3.2 through 3.8 of this report. The products have a eelease liner on the back that is removed prior to attachmert of the underlayments to the substrate. 3.2 Polystick IR -Xe:. Polystick IR -Xe is an 80 -mil -thick (2.03 mm), APP - modified -asphalt, fiberglasc–mat-reinforced membrane having a fine granular mineral surface. The membrane is supplied in rolls measuring 393/8 inches (1000 mm) wide and 32 feet 10 inches or 65 feet 8 inches (10 008 or 20 320 mm) long. 3.3 Polystick P: Polystick P is a 40-mikthicM (1.02 mm), SBS -modified - asphalt, unreinforced membrane having a polyethylene film surface. The membrane is supplied in rolls measuring 36 inches (914 mm) wide and 33 feet 4 inches or 75 feet (10 160 or 22 860 mm) long. 3.4 Polystick TU: Polystick TU is a 100 -mil -thick (2.54 mm), APP -modified - asphalt, fiberglass -mat -reinforced membrane having a coarse granular mineral s irface. The membrane is supplied in rolls measuring 393/8 inches (1000 mm) wide and 32 feet 10 inches (10.0 m - long. 3.5 Polystick TU Plus: Polystick TU Plus is an 80> mikthick (2.03 mm), APP - modified -asphalt, fiberglass -mat -reinforced membrane having a polyester fabric surface. The membrane is supplied in rolls measuring 333/8 inches (1000 mm) wide and 65 feet 8 inches (20.0 m) ong. 3.6 Polystick MTS: Polystick MTS is a 60 -mil -thick (1.52 mm), APP -modified - asphalt, fiberglass -mat -reinforced membrane having a poly -film surface. The membrane is supplied in rolls measuring 65 feet 8 inches (20.0 m) long. 3.7 Polystick TU P: Polystick TU P is an 80 -mil -thick (2.03 mm), APP -modified - asphalt, glass -fiber and polyester reinforced membrane with a granular surface. The membrane is supplied in rolls measuring 393/8 -inches (1000 mm) wide and 32 feet 10 inches (10.0 m) long. 4.0 INSTALLATION 4.1 General: Installation of the Polystick membranes must comply with the applicable code, this report and the manufacturer's published installation instrlctions. The—installation instructions must be availablE t�at�/,thej ¢jobsite atall times during installaiikm. , r i [A U LJ I I' I *Revised April 2013 ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not spe as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC to any finding or other matter in this report, or as to any product covered by the report. Copyright C 2013 0 � ,�,1:� `�, �0 9. SAFETY DEPT, ,11y addressed, nor are rhq to bell nsuued , 'cation Service, Ll.�, expnwss,ot,4 fed'as r. Page �2 /C DATE f g ESR -1697 I Most Widely Accepted and Trusted Page 2 of 2 Prior to application of -t- membrane, the deck surface must be free of frost, dusk and dirt, loose fasteners, and other protrusions. Damaged sheathing must be replaced. Installation is limited to plywood substrates. The membrane must be applied only when the ambient air and substrate temperatures are above 40°F (4.4°C). The membranes are cut into 9- to 15 -foot (2743 to 4572 mm) lengths and rerolled. The release paper is peeled back approximately 1 to 2 feet (305 to 610 mm) and the membrane aligned with the lower edge of the roof and set in place. The remainder of the membrane is applied directly to the roof deck by removing the film and firmly pressing the membrane into place. The end seams must be overlapped a minimum of 6 inches (152 mm). Edge seams must be overlapped 3112 inches (89 mm). The subsequent courses of membrane are applied parallel to the eave, from the lower edge of the roof upwards in a shingle -lap manner. If the membrane becomes misaligned, the roll is to be cut and restarted. The membrane is pressed firmly into place, from the center to edge. After application, the membrane must be inspected, and any defects repaired. "Fish mouths" are slit, pressed flat, and covered with a patch of membrane of sufficient width and length to overlap each side and end of the slit a minimum of 3 inches (76 mm). Flashing around protrusions or metal drip edges must be over the membrane, to prevent water backup. Installation of the roof covering can proceed immediately following application of the membrane. The membrane should be covered by an approved roof covering as soon as possible. For reroofing application, the same procedures apply after removal of the existing roof covering and roofing felts to expose the roof deck. 4.2 Severe Climate Areas: The Polystick IR -Xe, P, TU, TU Plus, MU and MTS membranes are used where an ice barrier is required. The membrane must be installed in sufficient courses to extend up the roof the minimum distance beyond the interior of the exterior wall as prescribed by IBC or UBC Chapter 15, or IRC Chapter 9. 4.3 Roof Underlayment: The Polystick TU P membrane must be installed as prescribed in IBC Chapter 15 or IRC Chapter 9 where an ASTM D 226, Type I or Type If underlayment is required. 4.4 Use of Polystick TU, TU P and TU Plus as Underlaynment in Adhered Roof Tile Installations: 4.4.1 General: The membranes are recognized for use as underlayment to which concrete or clay roof tiles are adhered. The files must be adhered with PolyFoam Products, Inc., Polypro® AH160 Roof Tile Adhesive as recognized in ICC -ES report ESR -1709. The adhesive system must be installed in accordance with the requirements specified in ESR -1709, except as noted in Sections 4.4.1 through 4.4.4 of this report. Buildings on which the system is to be installed are limited to those with roofs permitted to be nonclassified (IBC or IRC) or nonrated (UBC). 4.4.2 Underlayment: The underlayment consists of the Polystick TU, TU P and TU plus membrane self -adhered directly to the roof deck. See Section 4.2.1 of ESR -1709 for details regarding attachment of the anchor sheet. 4.4.3 Tile Attachment: Tiles must be attached as described in Section 4.2.5 of ESR -1709. 4.4.4 Design: Design must be in accordance with Section 4.1 of ESR -1709. 5.0 CONDITIONS OF USE The Polystick IR -Xe, P, TU, TIJ Plus, MTS and TU P Roof Underlayments described in ti -is report comply with, or are suitable alternatives to what s specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation must comply rrith the applicable code, this report and the manufac-urer's published installation instructions. In the event of conflicts between this report and the manufacturer's instructions, this report shall govern. 5.2 Recognition in this evaluation report is limited to installation on plywood substrates on structures located in areas where nonclassified (nonrated in the UBC) roof coverings are 3ermitted or as a component of a classified roofing assembly when specifically recognized as such in a listing approved by the code official. 5.3 Installation is limited to roofs with a slope of 2:12 (16.67%) or greater. 5.4 Installation is limited to use with roof coverings that do not involve hot asphalt or coal -tar pitch. 5.5 Installation is limited to ase with roof coverings that are mechanically fastened through the underlayment to the sheathing or rafters. 5.6 Except as described in, Section 4.4, installation is limited to roofs with ventilated attic spaces. 5.7 The membrane must be installed only when the ambient air and substrate temperatures are above 40°F (4.4°C). 5.8 The membranes are produced in Fernley, Nevada, Hazelton, Pennsylvania, and Winterhaven, Florida, under a quality control program with inspections by UL LLC (AA -668). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descripti./e literature and published installation instructions. 6.2 Data in accordance wth the ICC -ES Acceptance Criteria for Roof Underlayment for Use in Severe Climate Areas (AC48), dated October 2005 (editorially revised August 2007). 6.3 Polystick TU, TU P and TU Plus: Data in accordance with the ICC -ES Acceptance Criteria for Roof Underlayments (AG188), dated February 2012. 6.4 Polystick TU, TU P and TU Plus: Data in accordance with the ICC -ES Acceptance Criteria for Adhesive Attachment o'Concrete or Clay Roofing Tiles (AC152), dated Oct7ber 2009. 7.0 IDENTIFICATION The Polystick membranes aescribed in this report are identified by a label, on tha container of each roll of membrane, bearing the Polyglass 'USA, Inc., name, the product name, the manufacturing location, the evaluation report number (ESR -1697) and the name of the inspection agency UL LLC. . � o-AFETY T Vp�IVSlRUCI'0 V, D .- _ BY ICC -ES Evaluation Report `a 19 20, ESR -1489* C17r QF 4 Reissued February 1, 2012 8�I%6I T*?,. - Q1rn,.,_This report is subject to renewal March 1, 2014. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543`-1)pAIAgsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 3213—Clay Roof Tiles ooA O V REPORT HOLDER: REDLAND CLAY TILE 9155 BROWN DEER ROAD, SUITE 5 SAN DIEGO, CALIFORNIA 92121 (858) 622-1935 www.rediandclaytile.com EVALUATION SUBJECT: REDLAND CLAY ROOF TILES: CAMBRIDGE, TWO- PIECE MISSION, TWO-PIECE BAJA MISSION, "S," NAPA "S," CABRILLO "S," ROMAN, TWO-PIECE JUNIPERO ALFARO TILES AND TWO-PIECE ANGULO 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009 and 2006 Intemational Building Code* (IBC) ■ 2012, 2009 and 2006 International Residential Codec (IRC) ■ Other Codes (see Section 8.0) Properties evaluated: ■ Wind uplift resistance ■ Fire classification ■ Durability 2.0 USES The Redland Clay Tile roof tiles, when installed in accordance with this report, are Class A roof coverings in accordance with the IBC and the IRC. 3.0 DESCRIPTION 3.1 General: square foot (71.8 kg/m2) when installed with a 61/2 -inch exposure. See Figure 1 for details. Hip and ridge tiles are CLrved to approximately one-third of a circle, and have widths at the large and small ends of approximately 81/2 and 7 inches (216 and 178 mm), respectively. One nail hole is provided in the small end of the tile. The tiles are Type III, Grade 2, in accordance with ASTM C1167.See Figure 1 for additional details. 3.3 Two-piece Mission Tie: Top and pan tiles are curved to approximately one-third of a circle, and have widths .at the large and small ends of approximately 81/2 and T inches (216 and 178 mm), respectively. One nail hole is provided in the small end of the top tile and in the large end of the pan tile. Tiles are approximately '/2 inch (12.7 mm) thick and 20 inches (508 mm) long, and weigh 10.7 pounds per square foot (52.2 kg/m2) when instalL-d with a maximum 11 -inch (279 mm) center -to -center spacing, and a headlap of 3 inches (76 mm). The tiles may be used as hip, ridge and rake tiles for all tile profiles described in this report, provided they are embedded in mortar or roofing mastic. The tiles are Typed - high-orofile, Grade 2, in accordance with ASTM C1167. See Fig ire 2 for details. 3.4 Two-piece Baja Mission Tile: The tiles are similar to the two-piece Mission Tile, except that the widths at the large and small ends are approximately 63/4 and 6 inches (171 and 152 mm), respectively. Tiles are app-oximately 1/2 inch (12.7 mm) thick and 17'/2 inches (445 -nm) long. The installed weight of the tiles, when installation is with a 9 -inch (229 mm) center -to -center spacing, and a headlap of 3 inches (76 mm), is 9.4 pounds per -square foot (45.9 kg/m2). The tiles may also be used as hip, ridge and rake tiles for all tile profiles described in this report, provided they are embedded in mortar or roofiig mastic. The tiles are Type I - high-profile, Grade 2, in accordance with ASTM C1167. See Figure 2 for details. 3.5 "S" Tile: Redland Clay Tile roof tiles are composed of vitrified clay, The tiles are single S-shaped tiles manufactured in a and kiln -fired at various temperatures for different burnt -on manner similar to the two-piece Mission Tiles, except they colors. The tiles comply with ASTM C1167. are 18 inches (457 -mm) long, -13 inches (330 mm) wide 3.2 Cambridge Tile: and 1/2 inch (12.7 mm) thick, with tw ail:`Fibles-in-the_pan tile and one nail hole in the cover -tile. The installed tile a 2 r The tiles are flat and are approximatelyPd nthes weight_ is 9 pounds per. sgNare-foot _(43,9rkg/m,�when (381 mm) long, 63/4 inches (171 mm) wide CZh f installation is with=an 11 -inch (2Z9 mm) center-to-ceriter �(15.9 mm) thick, and weigh 4.75 pounds (2.A ch. spacingcand,�3-iinoh (76t.mr) headlapj'The, tiles are TypeTwo nail holes are provided in the top portiontile,)NG-6„hig� :pro`le Gr 'de�2k� ccordance with ASTM C1167. The tiles have an installed weight of 14.7s i'7, ryS Fre I fbrtdetailsf. `� �' l ION ReF�is's�-Illl�Tl(-)nt BY ICC -FS Fvaluation Reports are not to be construed as represenu as an endorsement ofthe subject of the report or a recommendat to airy finding or other matter in this report, or as to any product Copyright O 2013 cifically addressec4 nor fre !hey to be —cons'IruuB Evaluation Service, LLq. e.,press or implied as Page 1 of 7 ESR -1489 I Most wWidely Accepted and Trusted Page 2 of 7 3.6 Napa "S" Tile: The Napa "S" Tile is approximately 133/4 inches (349 mm) long, 101/2 inches (267 mm) wide and 1/2 inch (12.7 mm) to 5/g inch (15.9 mm) thick. The barrel portion of the tile rises 21/16 inches (58 mm) over a span of 6.45 inches �164 mm). The tile has a flat pan section approximately 2 /16 inches (58 mm) wide, and the edge ends in a 45 -degree flared lip. Two nail holes are located on the pan section and one nail slot is located on the barrel. The installed weight of the tiles is 10.5 pounds per square foot (51.3 kg/m2) when installation is with an 81/2 -inch (216 mm) center -to -center spacing and a 3 -inch (76 mm) headlap. The tiles are Type - high-profile, Grade 1, in accordance with ASTM C1167. See Figure 4 for details. 3.7 Cabrillo "S" Tile: The Cabrillo "S" Tile is approximately 20 inches (508 mm) long, 121/2 inches (318 mm) wide and 1/2 inch (12.7 mm) thick. The barrel portion of the tile rises 3 inches (76 mm) over a span of 8.5 inches (216 mm). The tile has a flat pan section approximately 2 inches (51 mm) wide, and the edge ends in a 45 -degree flared lip. Two nail holes are located on the pan section and one nail slot is located on the barrel. The installed weight of the tiles is 7.5 pounds per square foot (36.6 kg/m2) when installation is with an 11 -inch (279 mm) center -to -center spacing and a 3 -inch (76 mm) headlap. The tiles are Type I - high-profile, Grade 2, in accordance with ASTM C1167. See Figure 8 for details. 3.8 Roman Tile: The tiles are 173/4 inches (451 mm) long, 11 inches (279 mm) wide, 5/8 inch (15.9 mm) thick and 23/8 inches (60 mm) in height to the outer edge of the side lip. Two nail holes are centered approximately 1'/2 inches (38 mm) from the tile head and are spaced 5 /4 inches (133 mm) apart. The cover tile and pan tile are similar except that the nail holes are located on opposite ends. The installed weight of the tiles is 10.1 pounds per square foot (49.3 kg/m2) when installation is with an 18 -inch (457 mm) center -to -center spacing and with a headlap of 3 inches (76 mm). The tiles are Type I - high-profile, Grade 2, in accordance with ASTM C1167. See Figure 5 for details. 3.9 Two-piece Junipero Tile: The Junipero Pan Tile is a tapered clay tile approximately 163/4 inches (425 mm) long and 1/2 inch (12.7 mm) thick, and has widths at the small and large ends of approximately 53/4 inches (146 mm) and 7 inches (178 mm), respectively. The height of the tile is approximately 3 inches (76 mm). One nail slot is located approximately 1 inch (25.4 mm) from the head of the tile. The Junipero Cover Tile has a finger -embossed design on the surface and is designed to be used with the Junipero Pan Tile. The cover tile is similar to the Junipero Pan Tile except that the widths at the small and large ends are approximately 53/4 inches (146 mm) and 7 inches (178 mm), respectively. The height of the cover tile is, approximately 3 inches (64 mm). One fastener slot is I located approximately 1 inch (25.4 mm) from the head, of the tile. The tiles are installed with a headlap of 3 inches (76 mm) and have an installed weight of 14 pounds per square foot (68 kg/m2) when installation is with a 9 -inch (229 mm) center -to -center spacing. The tiles are Type I - high- profile, profile, Grade 2, in accordance with ASTM C1167. Seel Figure 6 for details. 3.10 Alfaro Tile: The Alfaro Tile is approximately 18 inches (457 mm) long and 10 inches (254 mm) wide, with a thickness of inch (12.7 mm) to 9/18 inch (14.3 mm). The height of the barrel portion of the tile is approximately 113/18 inches (46 mm). The tile has a flat pan section approximately 3 inches (76 mm) wide, and two side lips that flare 45 degrees. Opposite corners are cut to a triangular shape. Two nail holes are located on the pan section and one nail slot is located on the barrel. Tiles are installed with a 3 -inch (76 mm) headlap and have an. installed weight of 8.1 pounds per square foot (39.5 kg/m 2) when installation is with an 8 -inch (203 mm) center -to -center spacing. The tiles are Type I - high-profile, Grade 2, in accordance with ASTM C1167. See Figure 7 for details. 3.11 Two -Piece Angulo Tile: The top and pan tiles are curved to approximately one-third of a circle and are approximately 181/2 inches (470 mm) long and 1/2 inch (12.7 mm) thick. The tiles have widths at the large and small ends of approximately 71/4 inches (184 mm) and 6 inches (152 mm), respectively. The height of the file is approximately 3.65 inches (93 mm). The cover and pan tiles are similar except that the nail holes are located on opposite ends, approximately 1 inch (25.4 mm) from the head of the tile. The tiles are installed with a headlap of 3 inches (76 mm) and have an installed weight of 13 pounds per square foot (63 kg/m2) when installation is with a 9 -inch (229 mm) center -to -center spacing. The tiles may be used as hip, ridge and rake tiles for all tile profiles described in this report, provided they are embedded in mortar or roofing mastic. The ties are Type I - high-profile, Grade 2, in accordance with ASTM C1167. See Figure 9 for details. 4.0 INSTALLATION 4.1 General: The tiles must be installed in accordance with IBC Section 1507.3 and IRC Section R905.3, as applicable, and the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, published by the Tile Roofing Institute and the Western States Roofing Contractors Association (hereafter referred to as the TRI/WSRCA installation manual), and recognized in ESR -2015P, except as otherwise noted in this report. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. Flashing must be in accordance with IBC Sections 1503.2 and 1507.3.9, or IRC Sections R903.2 and R905.3.8, as applicable. 4.1.1 Cambridge Tile: Because of the tile profile, the tiles must be installed in a manner similar to that of wood shakes except where otherwise noted in this report. The tiles must be installed at a maximum 61/2 -inch (165 mm) exposure. The tiles must be placed with gaps in adjacent courses staggered a minimum of 11/2 inches (38 mm), and spacing between tiles in each course must be approximately 3/8 inch (9.5 mm). Each tile must be - -..fastened using two.No. 1.1 gage,. corrosion -resistant roofing nails having a 0.121 inch -diameter (3.07 mm) shank and a 5/18 -inch -diameter head (7.9 mm) and having sufficient length to penetrate the sheathing at'least 3/4 inch (19 mm), or to extend through the sheathing, whichever is less. See Figure 1 for details.. - _J 4:2-Hip�and1Ridge4ilec I ON Nailer boards of sufficient height to adequately support hip pA,QF ridge tiles %§t be fastened to framing with two corrosion -resistant 10d nails at 24 inches (610 mm) on center, or must be secured using galvanized steel strapping or special galvanized attachment devices at 48 inches (1219 mm) on center. One layer of ASTM D226, ESR -1489 I Most Widely Accepted and Trusted Page 3 of 7 Type II (No. 30), underlayment must be applied over the ridge nailer board prior to installation of the hip and ridge tile. Each hip and ridge tile must be attached to the nailer board with one No. 11 gage, corrosion -resistant roofing nail with a 0.121 inch -diameter (3.07 mm) shank, a 5/is-inch-diameter head (7.9 mm), and sufficient length to penetrate a minimum of 3/4 inch (19 mm) into the nailer board. Roofer's mastic or tile adhesive, specified by Redland Clay Tile, must be applied at hip and ridge headlaps to cover the nail hole and create a bond between the tiles. 4.3 Roof Slope Limitations: Tiles must be installed on roof slopes between 4:12 (33%) and 21:12 (173%) for the Cambridge Tiles, and between 3:12 (25%) and 21:12 (173%) for all other tiles. 4.4 Underlayment: Underlayment must comply with, and be installed in accordance with, the applicable code. 4.5 Roof Classification: 4.5.1 2012 and 2009 IBC and IRC: The Redland Clay Tile roof tiles installed in accordance with this report are Class A roof coverings in accordance with 2012 and 2009 IBC Section 1505.2, and 2012 and 2009 IRC Section R902.1. 4.5.2 2006 IBC and IRC: The Redland Clay Tile roof tiles installed in accordance with this report are Class A roof coverings in accordance with the exception to 2006 IBC Section 1505.2 and 2006 IRC Section R902.1. 4.6 Reroofing Applications: 4.6.1 2012 and 2009 IBC and IRC: When installation is over existing roofs, the existing roof covering and underlayment must be completely removed and the tiles and new underlayment must be installed in accordance with Section 4.0 of this report. An existing self -adhered ice barrier may remain in place if covered with a new ice barrier membrane in accordance with the applicable code. The roof classification is as noted in Section 4.5.1. 4.6.2 2006 IBC and IRC: The tiles are permitted to be installed over existing roofs, provided the requirements of IBC Section 1510 or IRC Section R907, as applicable, are met. The roof classification is as noted in Section 4.5.2. 4.7 Wind Resistance: 4.7.1 2012 IBC: When installed in accordance with this report, the Redland Clay Tile roof tiles are limited to areas subject to a maximum ultimate design wind speed (V,,10 of 130 mph (209 km/h) in accordance with 2012 IBC Figure 1609, on structures having a maximum mean roof height of 60 feet (18.3 m). 4.7.2 2009 and 2006 IBC: When installed in accordance with this report, the Redland Clay Tile roof tiles are limited to areas subject to a maximum basic wind speed of 100 mph (161 km/h), in accordance with 2009 or 2006 IBC Figure 1609, as applicable, on structures having a maximum mean roof height of 60 feet (18.3 m) 4.7.3 IRC: When installed in accordance with this report, the Redland Clay Tile roof tiles are limited to areas subject to a maximum basic wind speed of 100 mph (161 km/h) in accordance with 2012 IRC Figure R301.2(4)A, or 2009 or 2006 IRC Figure R301.2(4), as applicable, on structures having a maximum mean roof height of 40 feet (12.2 m). 5.0 CONDITIONS OF USE The Redland Clay Tile roof tiles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The tiles must be manufactured, identified and installed in accordance with this report, the applicable code, and the TRI/VV5RCA installation manual. The instructions within thiE report govern if there are any conflicts between the TRI/WSRCA installation manual and this report. 5.2 The tiles are limited to use in those areas described in Section 4.7 of this report. 5.3 The roof sheathing and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code, subject to the approval of the code 6 -ficial. 5.4 The tiles are manufactured in Tecate, Baja California, Mexico, under a cuality control program with inspections by RI Ogawa & Associates, Inc. (AA -705). 6.0 EVIDENCE SUBMITTEE Data in accordance with the ICC -ES Acceptance Criteria for Clay and Concrete Roofl Tiles (AC180), dated February 2012. 7.0 IDENTIFICATION Each the is embossed with the words "Redland, Mexico." In addition, each pallet is identified with the evaluation report number (ESR -1489), the Redland Clay Tile name, the product name, the manufacturing location (Tecate, Mexico) and the installed weight, and the name of the inspection agency (RI Ogawa & Associates, Inc.). 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the codes referenced in Section 1.0, the products in this report were evaluated for compliance with. the requirements of the 1997 Uniform Building Code"" (UBC). 8.2 Uses: The Redland Clay Tile 000f tiles, when installed in accordance with this report, are noncombustible roof coverings in accordance witty the UBC. 8.3 Description: See Section 3.0. 8.4 Installation: The tiles must be installed in accordance with UBC Section 1507.7 and Tables 15-D-1 and 15-D-2, and the TRI/WSRCA installation manual, except as noted in this report. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. Flashing must be in accordance with UBC Sections 1508.1, 1508.4, and 1509. r 1;through_ 8.4.4: See Sections 4.1.1 (Cambridge Tile) ugh 4.4 (Underlayme-60:.5 „Roof ClassificationThenRedlandClay Tile roof installed in accordaice"withc, this report are combusUblo roof coverirgs n`accrdance with UBC ion 1504.2.' . �� 8.4.6 Reroofing Classrfcatiles are permitted to . be installed over exsting roofs provided the requirements of U_BC Anpencix to Chapte� 15 are met. The roof-classifcatiori is as oted•in- ection 8.4.5. ---�_- ! ESR -1489 I Most Widely Accepted and Trusted Page 4 of 7 8.4.7 Wind Resistance: When installed in accordance 8.5.7 The roof sheathirg and roof framing system must with this report, the Redland Clay Tile roof tiles are limited be designed for the appropriate loads determined in to areas subject to a maximum basic wind speed of accordance with the UBP'., subject to the approval of the 80 mph (129 km/h) on structures having a mean roof code official. height of 40 feet (12.2 m) or less. 8.6 Evidence Submitted: 8.5 Conditions of Use: Data in accordance with the ICC -ES Acceptance Criteria The Redland Clay Tile roof tiles described in this report for Clay and Concrete Roof Tiles (AC180), dated June comply with, or are suitable alternatives to what is 2009. specified in the UBC, subject to the following conditions: 8,7 Identification: 8.5.5 See Section 5.1. See Section 7.0. 8.5.6 The tiles are limited to use in those areas described in Section 8.4.7 of this report. 0 112rr �1 e 1 8 S 414 S" Cambridge Shingle Tile Cambridge Starer Tile For SI: 1 inch = 25.4 mm.-- CIP FIGURE IIAMBRIDGE TILE- L1:—�'--)R0VFD Q'`".1T1tAFE,D=PT.RUCTIOMY I awls wYIR® I For SI: 1 inch = 25.4 mm.-- CIP FIGURE IIAMBRIDGE TILE- L1:—�'--)R0VFD Q'`".1T1tAFE,D=PT.RUCTIOMY I ESR -1489 I Most WidelyAccepted and Trusted Page 6 of 7 FLASHING AT WALL BAJA MISSION TILE REGLET MORTAR TILE '_ FELT FLASHING AT WALL /_ F LASHIM40 BOOSTER F= FELT VALLEY FLASHING 28 GAGE l"STANDING SEAM GALVANIZED 'W VALLEY r SPLASHIDIVERTER Y_ CRIMPED EDGES VALLEY 13' is, _'� _'/ =�87 EAVE CLOSURE (bird stop) GABLE RAKE TILES -�2 are made right and left hand. For SI: 1 inch = 25.4 mm. 2-3/4 RIDGE AND HIP -TILE MORTAR FELT 2X6 NAILER MISSION TILE WIND LOCK TILE LOCK -7 TILES "--TFNAIL INTERSECTION AT VENT FLASHING DI;ECK AND ROOF -TILES MORTAR _SEAL GRAVEL GUARD AND FLASHING TILE FELT — el PIPE RAKE JACK - 3 PSF LEAD FLASHING IS' WIDE MIN. ATTACH TO TILE WITH ROOFER'S MASTIC FIGURE 2—MISSION AND BAJA MISSION TILES MASTIC LEFT RAKE RIGHT RAKE PIPE JACK NAIL 4AI_NAIL 2X3NLER4 1 - -=NAILCRF- 300STER CEMENT 2K:. NAILER 2)2 NAILER FLASHING AT WALL Wood strips provide two inch wide stringers of, necessary height under hip rolls and ridges. 0.,w n. hens) r. FIGURE 3--"S." TILE .............. L �4 A V'L:; L PT� Z-B. ESR -1489 I Most Widely Accepted and Trusted Page 6 of 7 FIELD TILE 2 �2� \— Ian'—\ GABLE RAKE 17 2 1 EAVE DETAIL nLE 5-,1 x 2 CMT STRIP /-- HIP NAILER 8' For SI: 1 inch = 25.4 mm. HIP AND RIDGE 'Z— 6" -7' SLOT T L HIP AND RIDGE CEMENT RIDGE NALER FEIN EAVE CLOSURE WALL. DETAIL 2X3MVLEa V} fN_ I"tA94NG ir , LEFT RAKE RIGHT RAKE NAL / 2 w 3 NAIL FR 2 A 2 NAILER FIGURE 4—NAPA "S" TILE �CEf.ENT TELE 2 , 3 NAk� 2 . 2 NALEP, ULPT. r s _ ...iUv+ION 3Y_ ESR -1489 Most Widely Accepted and Trusted Page 7 of 7 �. 331m Top lite named Rake the to 2 x3 nailed to 2x3 See mord d TWOI,14• i 1r'HOLES 1 -TR• X.VAY MOM ED= .5114' FIGURE 6—JUNIPERO TILE For SI: 1 inch = 25.4 mm. FIGURE 5—ROMAN TILE I-_._ _ 125" FIGURE 7—ALFARO TILE FIGURE 8--CABRILLO "S" TILE 59" 9 an centers w A'�_j 7.3" I� i%��r �. Ta �i FIGURE 9—ANGULO TILE BUILDING ENERGY ANALYSIS REPORT Pr�� PROJECT: Jeha Residence 53-408 Via Pisa La Quinta, CA . Project Designer: Ochoa Design Associates 73-626 H ig hway 111 Palm Desert, Ca 92260 760-773-6605 CI DEC 2 6 2013 COMM � � QCIIvT'4 DEV E�OPMENT Report Prepared by: Joan D. Hacker Insu-form, Inc. 77810 Las Montanas Road, Suite 201 Palm Desert, Ca 92211 760-345-1352 Job Nurwber. - CIT`Y O LA. QUANTA BUILDING & SAFETY DEPT. Dat APPRJB ED UCTION 12/23/ 31 1-11" z� The EnergyPro computer program has been used to perform the calculations summarized in this compliari6e report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Buitling Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoff.com. EnergyPro 5.1 by EnergySoft User Number: 2655 RunCode: 2013-12-23710:27:40 ID: PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Jeha Residence Building Type ® Single Family ❑ Addition Alme ❑ Multi Family O Existing+ Addition/Alteration 11212312013 Date Project Address 53-408 Via Pisa La Quinta California Energy Climate Zone CA Climate Zone 15 I Total Cond. Floor -Area 4,800 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -411 must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for datails. INSULATION Construction Type Area Special Cavity Features see part 2 of 5 Status Slab Unheated Slab -on -Grade None 4,800 Perim = 84' New Wall Wood Framed R-19 2,169 New Roof Wood Framed Attic R-38 4,800 Radiant Barrier New FENESTRATION Orientation Area U- Exterior Factor SHGC Overhang Sidefins Shades Status Front (W 124.5 0.590 0.40 2.0 none Bug Screer New Left (N) 118.7 0.590 0.40 2.0 none Bug Screen New Left (N) 12.5 0.590 0.40 10.0 none Bug Screen: New Rear (E) 203.0 0.590 0.40 2.0 none Bug Screen. New Rear (E) 190.0 0.590 0.40 20.0 none Bug Screen New Right (S) 208.0 0.590 0.40 2.0 none Bug Screen New Right (S) 64.0 0.590 0.40 40.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 4 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Seiback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status Whole House Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min: Eff=--Distribution____., Status 2 Small Gas 50 0r62U' . ;� 1All Pipes Ins l !'NT 4 I New DEPT. M F ' (��_) fRI"IrTf— fe I EnergyPro 5.1 by EnergySoft User Number: 2655 RunC de: 2013-12-23710:27:40 ID. Page 3 of 13 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Jeha Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 12/23/2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verfication to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the s ecial justification and documentation submitted. HIGH MASS Design - Verify Thermal Mass: 1,800.0 ft' Covered Slab Floor, 3.500" thick at Whole House HIGH MASS Design - Verify Thermal Mass: 3,000.0 ftz Exposed Slab Floor, 3.500" thick at Whole House The Roof R-38 Roof Attic includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System BDP CO. 563AN036-A includes credit for a 11.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Whole House includes credit for Verified Fan Energy. Measured Fan Energy may not exceed 0.58 w/cfm. The HVAC System Whole House incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Whole House includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System Whole House incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. r- YV r- t A f-"�I I1-, 1T A ' AF ETY DEPT, I EnemyPro 5.1 by Ene Soft User Number., 2655 I RunCode"2013-12=23T10s27:40 i V IV ID: I Page 4 of 13 [C -- Tc -- BY PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Jeha Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 1121231201 ANNUAL ENERGY USE SUMMARY TDV (kBtu/ftz-vr Space Heating 2.24 3.15 -0.91 Space Cooling 45.59 42.73 2.86 Fans 8.95 9.39 -0.44 Domestic Hot Water 7.60 8.76 -1.16 Pumps 0.00 0.00 0.00 Totals 64.38 64.02 0.35 Percent Better Than Standard: 11.0 0.5% I BUILDING COMPLIES - HERS VERIFICATION REQUIRED Building Front Orientation: (W 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (147 900 125 Fuel Available at Site: Natural Gas (N) 800 131 Raised Floor Area: 0 (E) 790 393 Slab on Grade Area: 4,800 (S) 600 272 Average Ceiling Height: 11.0 Roof 4,800 0 Fenestration Average U -Factor: 0.59 TOTAL: 921 Average SHGC: 0.40 Fenestration/CFA Ratio: 19.2% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Insu-form, Inc. Address 77810 Las Montanas Road, Suite 201 Name Joan D. Hacker City/State/Zip Palm Desert, Ca 92211 Phone 760-345-1352 12/232013 Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Ochoa Design Associates —7 - Gi I y U, ,Ui�t Name i no a 17607 3 6605 `'r��- i r" V EFj. I Signed I Runcode:2013-12-23710:27:40 ID:LU� TE BY_ I Address 73-626 Highway 111 City/State/Zip Palm Desert, Ca 92260 License # Date CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Jeha Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 2123/201 OPAQUE SURFACE DETAILS Surface Type Area Ll- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Slab 1,800 0.730 None 0 180 New 4.4.7-A1 Whole House Slab 3,000 0.730 None 0 180 New 4.4.7-A1 Whole House Wall 776 0.074 R-19 270 90 New 4.3.1-A5 Whole House Wall 669 0.074 R-19 0 90 New 4.3.1-A5 Whole House Wall 397 0.074 R-19 90 90 New 4.3.1-A5 Whole House Wall 328 0.074 R-19 180 90 New 4.3.1-A5 Whole House Roof 4,800 0.025 R-38 270 0 New 4.2.1-A21 Whole House FENESTRATION SURFACE DETAILS ID Type Area LI -Factor SHGC Azm Status Glazing Type Location/Comments 1 Wndow 30.0 0.590 NFRC 0.40 NFRC 270 New IWC 6200 Alum/Low-E Whole House 2 Window 4.5 0.590 NFRC 0.40 NFRC 270 New IWC 6200 Alum/Low-E Whole House 3 Wndow 45.0 0.590 NFRC 0.40 NFRC 270 New IWC 6200 Alum/Low-E Whole House 4 Window 45.0 0.590 NFRC 0.40 NFRC 270 New IWC 6200 Alum/Low-E Whole House 5 Window 16.0 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alurn/Low-E Whole House 6 Wndow 48.0 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low-E Whole House 7 Wndow 16.0 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low-E Whole House 8 Wndow 12.5 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low-E Whole House 9 Wndow 12.5 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low--E Whole House 10 Wndow 6.0 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low-E Whole House 11 Wndow 11.0 0.590 NFRC 0.40 NFRC 0 New IWC 6200 A/um/Low--E Whole House 12 Wndow 2.3 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low--E Whole House 13 Wndow 2.3 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low-E Whole House 14 Window 2.3 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low-E Whole House 15 Wndow 2.3 0.590 NFRC 0.40 NFRC 0 New IWC 6200 Alum/Low-E Whole House 16 Wndow 13.5 0.590 NFRC 0.40 NFRC 90 New IWC 6200 Alum/Low-E Whole House (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hat I Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len Hot Dist Len H t 1 Bug Screen 0.76 5.51 4.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 8.0 5.0 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 9.0 5.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 8.9 4.0 2.0 0.1 2.0 2.0 5 Bug Screen 0.76 8.0 2.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 7 Bug Screen 0.76 8.0 2.0 2.0 0.1 2.0 2.0 8 Buq Screen 0.76 5.0 2.5 2.0 0.1 2.0 2.0 9 Bug Screen 0.76 6.5 5.0 10.0 0.1 10.0 10.0 10 Bug Screen 0.76 3.0 2.0 2.0 0.1 2.0 2.0 11 Bug Screen 0.76 4.0 2.5 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 9.0 6.0 2.01 0.1 2.0 2.0 13 Bug Screen 0.76 3.0 1.5 -2.0 _ 0.1 2.0 2.0 14 -Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 12.0 15 IBug Screen 0.761 3.0 1. 2.0 0.1 2.0 2.0 - 16 JBugScreen 1 0.761 4.5 3,'0 U.2.0 0.1 2.0 2.0 ; 1 EnergyPro 5.1 by EnergySoft User Number: 2655 1 RunCode: 2013-12-23710:27:40. ,. , ID: Page 6 of 13 BY CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Jeha Residence Building Type m Single Family ❑ Addition alone ❑ Multi Family ❑ Existing+Addition/Alteration Date 2123/201 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Area Factor Cavi Exterior Frame Interior Frame Azm Tilt Status d Location/Comments -Type FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 17 Window 13.5 0.590 NFRC 0.40 NFRC 90 New IWC 6200 Alum/Low-E Whole House 18 Window 24.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 Alurnkow-E Whole House 19 Window 48.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 Alum/Low-E Whole House 20 Window 24.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 A/um/Low-E Whole House 21 Window 70.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 Alum/Low-E Whole House 22 Window 120.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 Alum/Low--E Whole House 23 Window 16.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 AlumlLow-E Whole House 24 Window 48.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 AluMLow--E Whole House 25 Window 16.0 0.590 NFRC 0.40 NFRC 90 New IWC 6200 Alum2ow-E Whole House 26 Window 9.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low--E Whole House 27 Window 16.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alurnkow-E Whole House 28 Window 48.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House 29 Window 16.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House 30 Window 64.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House 31 Window 10.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alurnkow-E Whole House 32 Window 10.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House (1) LI -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t I Wd Ove ang Left Fin Right Fin Len Hat LExt RExt Dist Len Hat Dist Len Hot 17 Bug Screen 0.76 3.0 2.0 2.0 0.1 2.0 2.0 18 Bug Screen 0.76 8.0 3.0 2.0 0.1 2.0 2.0 19 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 20 Bug Screen 0.76 8.0 3.0 2.0 0.1 2.0 2.0 21 Bug Screen 0.76 10.0 7.0 20.0 0.1 20.0 20.0 22 Bug Screen 0.76 10.0 12.0 20.0 0.1 20.0 20.0 23 Bug Screen 0.76 8.01 2.0 2.0 0.1 2.0 2.0 24 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 25 Bug Screen 0.76 8.0 2.0 2.0 0.1 2.0 2.0 26 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 27 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 28 Bug. Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 29 Bug Screen 0.76 4,&:::0 2.0 0.1 2.0 2.0 ! 30 Bug Screen 0.76 4.0 -9. ,410.0 _ "O. -T -40.0 -40.0. 31 Bu Screen 0.76 .5 Q. 2.0 -O.A 2.'0 i f 7 2.`o- 32 IBug Screen 0.76 4.5 � T, x.2.0 n ,0. A __::_.2__6 + ` `2.b a [EnergyPro t UCH i Y �"► � �i t-" 5.1 by EnergySoft User Number: 2$55 WunCoder,2 13=12;23,T4 :27: IID: Pae 7 of 13 �'ATE BY CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Jeha Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 2123/201 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID T e Area U -Factor SHGC Azm Status GlazingType Location/Comments 33 Window 20.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alurnkow-E Whole House 34 Window 14.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House 35 Window 20.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alurnkow-E Whole House 36 Window 3.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House 37 Window 12.5 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House 38 Window 12.5 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alum/Low-E Whole House 39 Window 6.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alurnkow-E Whole House 40 Window 11.0 0.590 NFRC 0.40 NFRC 180 New IWC 6200 Alurnkow--E Whole House (1) LI -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade T e SHGC Window H t Wd Ove hanq Left Fin Right Fin Len H t LExt REA Dist Len H t Dist Len H t 33 Bug Screen 0.76 8.01 2.5 2.0 0.1 2.0 2.0 34 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 35 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 36 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 37 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 38 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 39 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 40 Bug Screen 0.76 4.5 2.0 2.0 0.1 2.0 2.0 EnergyPro 5.1 bv EnergySoft User Number.- 2655 RunCod& 2013-12-23710:27:40 -ID.' ' ' "' Page 8 of 13 _ BY CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Jeha Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 12123/201 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built Whole House Whole House 4,800 52,800 Totals 4,8001 0 0 0 HVAC SYSTEMS System Name Oty. Heating Type Min. Eff. Cooling Type Min. Eff. I Thermostat Type Status Whole House 4 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Whole House Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status A. 0. SMITH FPS -50-224 2 Small Gas All Pipes Ins 43,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft 0 id Q 5 ...__- S stem Name Pipe Length Pipe Diameter Insul. Thick. Q HP Plenum Outside Buried._ ❑ .� .�► L:J�� i� M I 0- ❑ 0 V i..,-, L J EnergyPro 5.1 by EnergySoft User Number: 2655 Run Code: 2013-12-23710:27:40 ID: Pae 9 of 13 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Date Jeha Residence 11212312013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified LI -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. 150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. 150(f): Air retarding wrap is tested, labeled and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building,are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculatina sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 1500)3A: Insulation is protected from damage, including that due to sunli` ht, -moisture, equipment maintenance, and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed,entirely in conditioned space. j §1500)4: Solar water -heating systems and/or collectors are certified by thre Solar Rating and CertificatiDnCorp8ratron. Energy% 5.1 by EnergySoR User Number: 2655 RunCode: 2013-12-23710:27:40 ID: � "" � � V i Page 10 of 13 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Jeha Residence 11212312013 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 . Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low eff icacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. - TiL::J„ ITA ay DEPT. ,`!^. 7- EnergyPro 5.1 by EnergySoft User Number. 2655 RunCode: 2013-12.23T10:27:40', ,.' _ ' ID: -- Page 11 of 13 1'iUU F10 BY MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF-1 R Project Name Date Jeha Residence 11212312013 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual- on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134 and 146. §150(k)l6: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. UI T 1 S�tFE Y DEPT. M rr"OVED EnergyPro 5.1 by EnergySoft User Number. 2655 RunCode: 2013=12-23n0:2740''-'1'IQ I6:1 UU I IUN IPage 12 of 13 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Jeha Residence 12/23/2013 System Name Floor Area Whole House 4,800 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 4 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 3,255 52,786 3,7971 1,202 Return Vented Lighting 0 Return Air Ducts 3,047 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 0 Supply Air Ducts 3,047 TOTAL SYSTEM LOAD 58,881 3,797 PEAK Heating System Sensible Output per System 56,000 50,648 Total Output Btuh 224,000 Output Btuh/ ft 46.7 2,489 Cooling System 0 Output per System 35,000 0 Total Output Btuh 140,000 0 Total Output ons 11.7 2,489 Total Output Btuh/s ft 29.2 Total Output s f fTon 411.4 55,626 Air System CFM per System 1,300 HVAC EQUIPMENT SELECTION Airflow(cfm) 5,200 BDP CO. 563AN036-A Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 90,419 37,894 224,000 1 90,419 37,894 1 224,000 AZ7R PM Jan 1 AM Airflow cfm/s ft 1.08 Airflow cfm/Ton 445.7 Outside Air °k 0.0% Outside Air cfm/s H 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 70 OF 70 OF 110 OF Outside Air -- 0 cfrn Supply Fan Heating Coil 110 OF 5,200 cfm ROOM JqJ 70 OF 70 OF I COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 79/67°F 79/67°F 62/61 OF Outside Air 0 cfm Supply Fan Cooling Coil 63 / 61 OF 5,200 cfm 55.8% ROOM 79 / 67 OF - r- 78 / 67 OF L.a L� C�lERjTl1� I & SAFETY DEPT. EnergyPro5.1 by EnergySoR User Number.' 2655 RunCode: 2013-12-23T10:27;40) ,q f � ID.� i � �, Page 13 of 13 DATE CITY OF LA QUINTA SUB -CONTRACTOR_ LIST . JOB ADDRESS S S3 Z10,5' PERMIT NUMBER OWNER_BUILDIJR This form shall be posted on the iob with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or tHeir employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of Work and/or the voidance below must be completed by applicant. "On File" is not an acceptable response. e uested b P cable trade all information q of building permit. For each applicable i ::.::::..:::.,:.::::..:::: .._.. .. ::............::.:::.. ,.:.... ,,.:........: :..:..L>,rv.:Rusiness: cense.... Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xxlxx/xx) Carrier Name (e.g.. State Fund, CalComp) �/1/' Policy Number Exp. Date (Format Varies) xx/ x!x) License Number (xxxx) Exp. Date (xxlxx/xx) l 6 0000 000 9 l 3� / 12.1t, Cl /.K_ R yo 6r,, 101Ad Z_ v C -0A OPT. SO 'ITA -L ,. DR l d en Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714)573-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 �� j 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-87:8 October 3, 2013 Project No. 544-13235 13-10-448 Mr. Mike Jeha c/o Ochoa Design Associates 73-626 Highway 111 Palm Desert, California 92260 Project: Proposed Custom Residence 53408 Via Pisa The Hideaway — Lot 299 La Quinta, California Subject: - Geotechnical Update RECEIVED Dale: Oct. o4 2013 SATISH SHAH & ASSC.• INC Consulting Engineers. RECFI�F;: FFB 1.9 2 X14 corjmoftA I �Y pev'e` P� FNx Ref: Geotechnical Engineering Report prepared by Earth Systems Southw=st (ESSW) dated September 22, 2000; File No. 07117-10, Report No. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. C3-10-647 As requested, we have reviewed the above referenced geotechnical reports as :hey relate to the design and construction of the proposed custom residence. The project site is located at 53-408 Via Pisa within the Hideaway Golf Club development in the City of La Quints California. It is our understanding that the proposed residence will be a relatively lightwe`ght wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of Lne native surface soil along with the placement of engineered fill soil to construct the building pats. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additior areas where the building envelopes were reconfigured. summarized in the referenced Report of Testing and O prepared by Sladden Engineering along with the compactioi The referenced reports include recommendations peri structure foundations. Based upon our review of the re structural values included in the referenced grading : remain applicable for the design and construction foundations. I over-excavation was performed in The most recent' site,grading s� R u L s4vations . Durtng,-Rough �G adirnag_ test results._�,.�r��, FUS,- CC-qa:. TRt i�TlQnt e, to the co structron �fesiKiitial ;ed.repoWWAtr- opt ion that the of the October 3, 2013 -3- Project No. 544-13235 13-10-448 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.2): D Ss (Figure 1613.5.1):1.508 S1 (Figure 1613.5.1): 0.60g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-36 (Fa X Ss)): 1.50g Sm1 (Equation 16-37 (Fv X S11): 0.908 SDS (Equation 16-38 (2/3 X Smsl):1.00g SD1(Equation 16-39 (2/3 X Smi)): 0.608 Seismic Design Category: D If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. And - on �k� BRaETT �RSL. ON Principal Engineer No. C4 W. Exp. 9130114 C� CIVIL SEP./gvm Copies: 2 / Mr. Mike Jeha 2 / Ochoa Design Associates Cl. bLA — ... � F ` = —y D -PT, F OH COo�STRUCTION �" BY LA QUINTA P9ease verify that soils reports contain all of the above information. In addition, to assure continuity between'the investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required -elements. Only then- can we be assured that the construction documents address all of the site soil conditions. La Quinta geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignificant and explicitly so stated. Yes No Criterion ® Foundation criteria based upon bearing capacity of natural or compacted soil. ® Foundation criteria to mitigate the effects of expansive soils. ,� ® Foundation criteria based upon bearing capacity. -of natural or --compacted soil. ® Foundation criteria to mitigate the effects of liquefaction. ® Foundation criteria. to mitigate the effects of seismically induced differential settlement. Foundation criteria to mitigate the effects of long-term differential settlement. ® Foundation criteria to mitigate the effects of varying soi strength. ® Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the.above checklist should be noted as -s -pectic required 61 L # # # r. — �C a iON —Esse Qc -' BRETT L. ' BY_ ~w� ANDERSON No. 045389 w Exp.VIL 4 CIVIL � ENGINEERING October 3, 2013 -2- Project No. 544-13235 13-10-448 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the referenced grading reFort prepared by Sladden Engineering remain applicable. Conventional shallow spread foodngs should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad fcotings should be at least 2 feet wide. Continuous footings and isolated pad footings should be dasigned utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an. equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces., The bearing soil is non -expansive and falls within the "very low" expan!�ion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recomm=_nd a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10 -mil Visqueen, or egi.ivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by gradifig, consideration should be given to placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditionE, the soil profile type judged applicable to this site is So, generally described as stiff soil. The fo_lowing presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). Qlnddntt Ftsaivennrinn