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06-1357 (AR)AF P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 06-00001357 80780 VISTA-BONITA TR 772-280-008- - ADDITION - RESIDENTIAL VERY LOW DENSITY RES 96611 Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B License No.: 516282 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law .l. (_ 1 I am exempt under Sec. , B.&P.C. for this redn a ✓ Date: ?Z- 9-4A / Owner: CONSTRUOTION LENDING AGENCY I hereby affirm under penalty of perj y 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 Owner: ANDERHOLT J JOHN/CYNTHIA 74770 HIGHWAY 111 NO 201 INDIAN WELLS, CA 92210 Contractor: CRANE CONSTRUCTION, STEPHEN 1511 CAMEO REDLANDS, CA 92373 (909)798-9755 Lic. No.: 516282 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/03/06 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 189112006 certify that, in the performance of the work for is this permit is issued, I shall not employ any person in any manner so as to become subject o hi workers' c pen anon laws of California, and agree that, if I s ould b me sut�tject to the o kers' co ensati provisions of Section 3700 of th or Cod all forUfwith cometh tho provisio / WARNING: FAILURE TO SE -CURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION„DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quints, 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 andVkt commenced within 180 days from date of issuance of such permit, or cessati0 days will subject permit to cancellation. I certify that I have read this application and state that the above information ito omply 'th all cityand cou ty ordinances and state laws relating to building construction, anr en of thi my to enter upon the above-mentioned ope r insp n purp Dat eG ignature (Applicant or Agen i Application Number . . . . . 06-00001357 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee 626.00 Plan Check Fee 406.90 Issue Date . . . . Valuation . . . . 96611 Expiration Date 1/30/07 Qty Unit Charge. Per Extension BASE FEE 414.50 47.00 4.5000 THOU BLDG 50,001-100,000 211.50 Permit ELECT.- ADD/ALT/REM Additional desc'. ' Permit Fee . . . . 53.15 Plan Check Fee 13.29 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/30/07 Qty Unit Charge Per Extension BASE FEE 15.00 1090.00 ---------------------------------------------------------------------------- .0350 ELEC NEW RES - 1 OR 2 FAMILY 38.15 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 39.50 Plan Check Fee 9.88 Issue Date . . . . Valuation . . . . 0 Expiration Date . . . 1/30/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 --------1_00--------6_5000-EA MECH ----------------------------------------------- VENT FAN 6.50 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 103.50 Plan Check Fee 25.88 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/30/07 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 6.0000 EA PLB FIXTURE 24.00 1.00 45.0000 EA PLB SEPTIC 45.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 LQPERMIT Application Number . . 06-00001357 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension 3.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 9.00 ---------------------------------------------------------------------------- Special Notes and Comments `J 1090 sq. ft. guest house with 642 sq. ft. patio.August 1, 2006 9:31:23 AM jjohnson ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ENERGY REVIEW FEE 40.69 STRONG MOTION (SMI) - RES 9.66 Fee summary Charged Permit Fee Total 822.15 Plan Check Total 455.95 Other Fee Total 50.35 Grand Total 1328.45 LQPERMIT Paid Credited Due .00 .00 822.15 .00 .00 455.95 .00 .00 50.35 .00 .00 1328.45 �1`•J -z. Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909. — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVELTWOAMOUNT: MITIGATION AMOUNT: COMM/MD. AMOUNT: DATE- RFr.FIPT- r..HF.CK k- INITIALS' CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: La Quinta^Polo Estates.......! Date: August 3, 2006 Owner's Name: N Anderholt Phone No. 775-9436 Project Address: 80-780 Vista Bonita Trail La Quinta, CA Project Description: SFD Guest house. APN: 7690420-008 Tract #: Lot #'s: Type of Development: Residential RX -1 Commercial Industrial Total Square Feet of Building Area: 1,090 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above ' tion is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf jwner/deve[76r. Dated: August 3, 2006 Signature:7qy�G/YLO� *********************************************************************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Nofe Number of Sq.Ft. 1,090 sq. ft. Amount per Sq.Ft. $3.75 Amount Collected $4,087.50 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services r Certificate issued by: Elvira Mattson, Office Technician Signature: 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. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. 111':ednl u; e: C?e�lce 'eertilicateuf'cempliancc E )rm tthlesli? i. S(:.duc 1/16/03 T COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY -7� ASSESSOR'S PARCEL NUMBER DEPARTMENT OF ENVIRONMENTAL HEALTH APPLICATION FOR WASTE WATER DISPOSAL APPROVAL APPLICANT: Submit this form with four copies of a SCALED plot plan (1"=20' to V=40' SCALE) drawn to County specifications as indicated on the attached check list. A non-refundable filing fee is required when the application is submitted. Check must be made payable to the County of Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of payment. ljtl LMS# Agent, Contractor, Contact Person Address City State Zip Telephone Owner Glmav Ault eeilo1" State Zip Address �%J City 11a tri '%�/� VISA- at��/a l'G.,L TelephoneQ AfO77j��/�� Z O Job Property" t Address ,..— ) ( � R City : ^ Zips gra - / nd V o A) /IrA U Lot Size Water Agency/Well Use of Permit, P/P, SUP, PUP, etc. Legal Description DBA W 58 _ fit( IrG C r X ; ,n Dwelling, MH Site Prep., etc. Signature of Applicant�� �C�'/ ►l l�ia �iJ/ !ate 1 .LejU" "__ D, IYA4' 4 FOR OFFICE USE ONLY CHECK BOX IF REQUIRED - If any box is checked, this application shall be considered rejected until the ❑ Detailed Contour Plot Plans Required (1 to 5 foot interval) information is provided and the fee paid. Resubmittals later than 90 days t after date noted below may require repayment of fees. ❑ Other ❑ Staff Specialist Lot Inspection Required m ❑ Holding Tank Agreements Completed Z 0 Q Certification of Existing S.D. System Required Thomas Bros. Page Grid W❑ WQCB Clearance Required LlDate Lot Inspection Completed: Initials CD (Attach for DOH -SAN -007, Santa Ana Region Only) Remarks: Q Soils Percolation Report Required Q Maintenance Booklet Provided Q Special Feasibility Boring Report Required ❑ Final Inspection by Department of Environmental Health is required. ❑ Rereview Required Initials Date Please call 24 hours PRIOR to inspection. C/42 / Soils Percolation Boring Report By ��t �� t (. I' I '��' f t 1 t Lid/Project # t _ r 4 �' i Date Soils Map Page Soil Type Approved By Date No. of Systems Type of System(s) No. Dwelling Units (1) Septic Tank Soil Rate Grease/Sand ❑ Holding Tank C]Replacement Bedrooms, Fixture Units Grease Intcp/Lint Trap I New ❑ Addition ❑ Existing ❑ Connect to Sewer U -i i� Gal. QUI �CIJCx Y M n -Y Gal. Sq. Ft. Bottom Area Total Linear Ft. Sidewall Allowance S� Leach Bed sq. ft. Bottom ft. rock/ sq. ft. running ft. Install Lines) ft. long ft. wide of Area Inlet Tested Depth ❑ N/A with min. inches rock below drainlines U 5 5 U Proposed Bottom Tested Depth or Z Leach lines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Inlet (61) Seepage Pit Maximum Other: Applicable Total Depth ' ADllP wable N/A Overburden Factor El 5' (j6' TD th LULI Well Review Approved: Date: Well Drilling Permit# SIGNATURE Grading Plan Approved: Date: SIGNATURE Plan Check Only Approved: Date: REMARKS: A1nnITIONAI DEPARTMENT RFQIIIRFMFNTE: • INSTALL SEPTIC SYSTEM IN NATIVE SOIL. • PROVIDE FOR 100% FUTURE EXPANSIO.J This application is APPS ROV D D NIED for the category checked in SECTION B above, reg ra difigg the design of a disposal system as indicated on the accompanied plot plan, using the requirements set forth in SECTION c R� SL 7 �13 & C above. A building permit is necessary for the installation of the above- Revenue Code Fee $ A designed system. No construction is permitted in the required reserved 100% expansion area. Check # (1) Septic Tank must be 100' minimum from any wells. Z (2) Leach lines must be 100' minimum from any wells, including expansion Date Initial O area. 0 (3) Sewer lines must be 50' minimum from any wells. W (4) Seepage pits must be 150' minimum from any wells, including expansion RIVERSIDE: 951-955-8980 area. INDIO: 760-863-7000 SOUTHWEST: 951-600-6180 Signature Date DEH -SAN -122 (HBv 8/04) Distribution: WHITE—Office File; YELLOW—Applicant; PINK—Bldg. Dept.; GOLDENROD—Plans/Records �Si?1�4M�NT tt' ER -4202 LEGACY REPORT Reissued March 1, 2003 �� to ICC Evaluation Service, Inc. Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 www.icc-es.org Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama 35213 # (205) 599-9800 Regional Office # 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 # (708) 799-2305 Legacy report on the 1997 Uniform Building Code TM, the 2000 International Building Code®, the 2000 International Residential Code®, and the 1999 Standard Building Code° CATEGORY: ROOF COVERING AND ROOF DECK CONSTRUCTION -Roof Covering CLAY ROOF TILES MARUHACHI CERAMICS OF AMERICA, INC. 1985 SAMPSON AVENUE CORONA, CALIFORNIA 92879 1.0 SUBJECT One-piece Mission, 10 -inch Straight Barrel Mission, 8 -inch Straight Barrel Mission, Corona Tapered Mission, Classic Tapered Mission, MF108 Interlocking Flat Tile, Improved -S and Oriental Clay Roof Tiles. 2.0 DESCRIPTION 2.1 General: The clay roofing tiles described and installed in accordance with this report are roof coverings in accordance with Chapter 15 of the 1997 Uniform Building Code- (UBC), the 2000 International Building Code® (IBC), the 2000 International Residential Code® (IRC) and the 1999 Standard Building Code° (SBC). The roof tiles are machine -formed from natural clay and fired to various degrees to obtain the required strength. The tiles have a natural, glazed or spray -flash finish. The surface of the glazed tiles is furnished with an acrylic glaze prior to vitrification. The spray -flash consists of a sprayed -on mixture of manganese oxide, frit and other natural clay materials, which is then baked on the surface of the tile. Accessory tiles such as ridge, gable, hip, birdstop and turret tiles are also available. See Figure 4. 2.2 Materials: 2.2.1 One-piece Mission Tiles: The One-piece Mission tiles are S-shaped, 19 inches (483 mm) long, 102 inches (368 mm) wide and an average of V2 inch (12.7 mm) thick. The tiles weigh approximately 7.8 pounds per square foot (38.0 kg /M2) installed with a 3 -inch (76 mm) headlap and 2'/4 - inch (70 mm) sidelap, The tiles have two nail holes in the pan and one nail hole in the cover side. The tiles are Type I, Grade 1, in accordance with ASTM C 1167-96. See Figure 1. 2.2.2 10 -inch Straight Barrel Mission: The 10 -inch Straight Barrel Mission tile consists of a pan and cover unit. The tiles are 19 inches (483 mm) long, 10 inches (254 mm) wide, and have a thickness of/2 inch (12.7 mm) atthe center tapering to'/18 inch (11.1 mm) at the sides. The tiles weigh approximately 10.2 pounds. per square foot (49.8 kg/m2) installed with a 3 -inch (76 mm) headlap and 13'/2 -inch (343 mm) center -to -center side spacing of pan units. One nail hole is provided at the top of each tile. The tiles are Type I, Grade 1, in accordance with ASTM C 1167-96. See Figure 1. 2.2.3 8 -inch Straight Barrel Mission: The 8 -inch Straight Barrel Mission tile consists of a pan and cover unit. The tiles are 19 inches (483 mm) long, 8 inches (203 mm) wide and approximately '/2 inch (12.7 mm) thick. The tiles weigh approximately 10.7 pounds per square foot (52.2 kg /M2) installed with a 3 -inch (76 mm) headlap and 11 -inch (279 mm) center -to -center side spacing of pan units. One nail hole is provided at the top of each tile. The tiles are Type I, Grade 1, in accordance with ASTM C 1167-96. See Figure 1. 2.2.4 Corona Tapered Mission: The tile consists of a pan and cover unit measuring 81/2 inches (216 mm) at the nose and 6 inches (152 mm) at the head of each tile. The tiles are 19 inches (483 mm) long and approximately '/2 inch (12.7 mm) thick. The tiles weigh approximately 10.7 pounds per square foot (52.2 kg/m2) installed with a 3 -inch (76 mm) headlap and 12 -inch (305 mm) center -to -center side spacing of pan units. One nail hole is provided at the top of each tile. The tiles are Type I, Grade 1, in accordance with ASTM C 1167-96. See Figure 1. 2.2.5 Classic Tapered Mission: The tile consists of a pan and cover unit measuring 7'/4 inches (184 mm) at the nose and 6'/4 inches (159 mm) at the head of the tile. The tiles are 19 inches (483 mm) long and approximately '/2 inch (12.7 mm) thick. The tiles weigh approximately 10.4 pounds per square foot (50.8 kg /M2) installed with a 3 -inch (76 mm) headlap and 10 -inch (254 mm) center -to -center side spacing of pan units. One nail hole is provided at the top of each tile. The tiles are Type I, Grade 1, in accordance with ASTM C 1167-96. See Figure 1. 2.2.6 MF108 Interlocking Flat Tile: The tiles are interlocking flat tiles that are 13.59 inches (345 mm) long, 13.70 inches (348 mm) wide and 1.47 inches (37 mm) thick. The tiles weigh 8.9 pounds per square foot (43.5 kg /M2) when installed with a 2'/4 -inch (57 mm) head lap and a 1% -inch (41 mm) side lap. Two nail holes are provided at the top of each tile. The tiles are Type III, Grade 1, in accordance with ASTM C 1167-96. See Figure 1. 2.2.7 Improved -S: Improved -S is a Spanish -style interlocking tile, 12'/8 inches (314 mm) long and 12'/8 inches !CC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor tire they to be construed as an endorsement of the subject of the report or a recant me odationfor its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to / any finding or other matter in this report, or as to any product covered by the report Copyright ® 2003 Page 1 of 7 Page 2 of 7 (314 mm) wide, and having an approximate thickness of 5/6 inch (15.9 mm). The tiles weigh 10.8 pounds per square foot (52.7 kg/m2) installed with a 2 -inch (51 mm) headlap. Two nail holes are provided in the pan portion of the tile and two lugs are provided on the back. See Figure 1. The minimum roof slope for Improved -S tiles is 4:12 (33.3 percent). The tiles are Type II, Grade 1, in accordance with ASTM C 1167-96. 2.2.8 Oriental Tile: Oriental tiles are 12 inches (305 mm) long and 12 inches (305 mm) wide, and have an approximate thickness of'/, inch (19.1 mm). The tiles weigh 8.4 pounds per square foot (41.0 kg /M2) installed with a 2'/8 inch (60 mm) headlap. A nail hole is provided in the pan portion and two lugs are provided on the back. See Figure 1. The minimum roof slope for the Oriental tile is 4:12 (33.3 percent). The tiles are Type II, Grade 1, in accordance with ASTM C 1167-96. 2.3 Installation Under the UBC: 2.3.1 General: Installation shall be in accordance with this report and Table 15-D-2 of the UBC for the Improved -S and Oriental tiles, and Table 15-D-1 of the UBC for the One Piece Mission, 10 -inch Straight Barrel Mission, 8 -inch Straight Barrel Mission, Corona Tapered Mission, Classic Tapered Mission and Roman tiles. The MF108 Interlocking Flat tile is installed in accordance with this report and Table 15-D-1 of the UBC, except as noted in Section 2.3.5.1 of this report. The deck surfaces must be clean and dry prior to installation of underlayment. Foreign particles must be cleaned from all interlocking areas to ensure proper seating and to prevent water damming. Cracked or broken tiles must be replaced. Where mortar is used, it must comply as a Type O mortar under Chapter 21 of the UBC. Tiles in contact with mortar must be immersed in water for at least two minutes prior to placement. The Improved -S and Oriental tiles on roof slopes less than 4:12 (33.3 percent) are considered decorative material and must be applied on solid sheathing over a complying roof covering subject to approval by the building official. For the Roman, 8 -inch Straight Barrel Mission, Corona Tapered Mission and MF1000 Interlocking tiles installed on roof slopes exceeding 60 degrees from the horizontal, the bottom edge of each tile must be secured with an approved clip or nail in addition to the fasteners required by UBC Tables 15-D-1 and 15-D-2. 2.3.2 Sheathing: Sheathing must be structurally adequate to support the loads involved. It must be nominal'/2-inch or thicker solid sheathing installed in accordance with the code. Fascia boards or cant strips must be installed to properly elevate the first tile course. 2.3.3 Underlayment: A minimum of one layer of Type 30 asphalt -saturated organic felt, lapped 2 inches (51 mm) horizontally and 6 inches (152 mm) vertically, must be used in all applications. In areas subject to ice buildup, installation must comply with Tables 15-D-1 and 15-D-2 of the Uniform Building Code. 2.3.4 Battens: Battens shall be not less than 1 -by -2 nominal lumber, spaced as required, and nailed with corrosion - resistant 8d nails at 24 inches (610 mm) on center, maximum. The end joints should be separated 1 inch (25 mm) every 4 feet(1219 mm)to provide for drainage. Minimum'/, -inch -thick (6.4 mm) spacers, cut from asphalt shingles placed between the battens and the decking and spaced at 24 inches (610 mm) on center, may be used in lieu of providing the 1 -inch (25 mm) space between the battens. 2.3.5 Tile Fastening: Tiles must be fastened in accordance with UBC Tables 15-D-1 and 15-D-2. Fasteners are minimum No. 11 gage, 5/,s inch -diameter -head (7.9 mm), corrosion - resistant nails having sufficient length to penetrate the sheathing or battens at least 3/4 inch (19.1 mm) or to extend ER -4202 through the sheathing, whichever is less. In lieu of nails, an approved tile tie system may be used. In areas designated by the building official as being subject to repeated wind velocities in excess of 80 miles per hour (129 km/h), orwhere the roof height exceeds 40 feet (12 192 mm) above grade, tile attachment must comply with Footnote 2 in Table 15-D-2 of the UBC for the interlocking tiles, or Table 15-D-1 for the other tiles. MF108 Interlocking Flat tile shall be fastened with a minimum of one nail per tile and installed at a minimum roof slope of 4:12 (33.3%). 2.3.6 Flashing: 2.3.6.1 Valley Flashing: The roof valley flashing shall be not less than 0.016 -inch (No. 28 galvanized sheet gage) (0.41 mm) corrosion -resistant metal, which shall extend at least 11 inches (279 mm) from the center line each way and which shall have a splash diverter rib not less than 1 inch (25 mm) high at the flow line formed as part of the flashing. Sections of flashing shall have an end lap of not less than 4 inches (102 mm). For roof slopes of 3:12 (25 percent) and over, the metal valley flashing shall have a 36 -inch -wide (914 mm) underlayment directly under it, consisting of one layerof Type 30 felt running the full length of the valley, in addition to the underlayment specified in UBC Tables 15-D-1 and 15-D-2. In severe climates, the metal valley flashing underlayment shall be solidly cemented to the roofing underlayment for slopes under 7:12 (58.3 percent). 2.3.6.2 Other Flashing: At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be provided per roofing manufacturer's instructions, and when the flashing and counterflashing are of metal, they shall be not less than 0.019 -inch (No. 26 galvanized sheet gage) (0.48 mm) corrosion -resistant metal. 2.3.7 Hips, Ridges and Rakes: Hip and ridge tiles are installed with ridge boards. Each ridge and hip tile is nailed with a No. 11 gage; corrosion -resistant nail driven into the ridge and hip framing members. Type M or O cement mortar, complying with Chapter 21 of the UBC, shall be provided at all ridges and hips to completely seal the area under the ridge and hip tiles; or follow the manufacturer's approved hip and ridge instructions for closure. Each rake tile shall be nailed to the supporting member with a minimum of two corrosion - resistant, minimum No. 11 gage, 5/16 -inch -head (7.9 mm) nails. The nails must be long enough to penetrate the supporting member a minimum of '/, inch (19.1 mm). Approved mastic, sealant or wind locks should be used under the butt end of tiles to inhibit wind damage. 2.3.8 Roofing Classification: When installed in accordance with this report, the roof tiles described in this report are Class A roof coverings in accordance with Section 1504.2 of the UBC and are noncombustible roof coverings in accordance with Section 1504.1 of the UBC. 2.4 Installation Under the IBC, IRC and the SBC: 2.4.1 General: The tiles are installed on solid sheathing or spaced structural sheathing boards at a minimum roof slope of 2'/2:12 (21 %). Except as noted in this section, installation must comply with IBC Section 1507.3, IRC Section R905.3 or SBC Sections 1503.2, 1506.5 and 1507.4, as applicable. In addition to the requirements of the applicable code, hips, ridges and rakes must also be installed as described in Section 2.3.7 of this report. Other details of installation not covered in this section are as described in Section 2.3 of this report. Page 3 of 7 2.4.2 Fire Classification: The clay roofing tiles described in Section 2.2 of this report are Class A roof coverings in accordance with IBC Section 1505.2, IRC Section R902.1 and SBC Section 1505.1. 2.4.3 Wind Resistance: When installed in accordance with IBC Table 1507.3.7, the clay roofing tiles are limited to installation on buildings exposed to maximum 100 mph (161 km/h) basic (3 -second gust) wind speeds, at a maximum mean roof height of 60 feet (18 288 mm). When installed in accordance with IRC Section R905.3.7, the clay roofing tiles are limited to installation on buildings exposed to maximum 100 mph (161 km/h) basic (3 -second gust) wind speeds, at a maximum mean roof height of 40 feet (12 192 mm). When installed in accordance with SBC Table 1507.4.7, the clay roofing tiles are limited to installation on buildings exposed to maximum 80 mph (129 km/h) basic (fastest mile) wind speeds, at a maximum mean roof height of 60 feet (18 288 mm). For installation in areas with greater exposure, installation of the roofing tiles shall be in accordance with evaluation report ER -5595. 2.5 Identification: A tag containing the manufacturer's name (Maruhachi Ceramics of America, Inc.), the evaluation report number (ER - 4202) and the installed weight is attached to each shipping pallet. Each Improved -S and Oriental tile is marked with "KTH" or "MTK"; each MF108 tiles is marked with the letter ER -4202 "D"; and all other tiles manufactured at the Corona facility are marked with "MCA." 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated September 2001; reports of tests in accordance with ASTM C 1167-96; descriptive information and a quality control manual. 4.0 FINDINGS That the clay roofing tiles described in this report comply with the 1997 Uniform Building Code TM, the 2000 International Building Code®, the 2000 International Residential Code®, and the 1999 Standard Building . .Code®, subject to the following conditions: 4.1 The tiles are manufactured, identified and installed in compliance with this report and the manufacturer's instructions. 4.2 The tiles are manufactured in Corona, California, with the exception of the Improved -S and Oriental tiles which are manufactured in Handa City, Aichi, Japan, and the MF108 Interlocking Flat tile, which is manufactured in Nandan-Cho, Japan. This report is subject to re-examination in two years. Page 4 of 7 ER -4202 ONE PIECE MISSION 10" STRAIGHT MISSION 8" STRAIGHT BARREL MISSION 0 0 0 ° 0 0 t1Y 1!Y 1g• ,4,rr . L 3 tr." L3 1/2- L 2 314• e�CORONATAPERED NISSION CLASSIC TAPERED MISSION I� ,P701» •— e.n—+ .— ear —. ��///�a�t•� 11 Y 3.r 2S +� 7 1J4• 7 1/4'� 1 1 L Ir�H—f rT J J Y r MF108INTERLOCKING FLAT TILE IMPROVED -S ORIENTAL TITLE 80 1 .5 � 12 I3/S I I • it �-12 SJ6� I 70 I 3.10—'I F'— —13. j"-13.70—�I .70 1.47 1 J/4'J -1�-•� Y For Sl: 1 inch = 25.4 mm. FIGURE 1—TILE PROFILES Page 5 of 7 ER -4202 RIDGE — CEMENT I OPTIONAL CLOSURE v FIELD — 16" ��VIx2 WOODSTRIP OR BIRDSTOP ABLE (R) 'ONE PIECE MISSION 12" RIDGE EXPOSURE 16' IDGE EXP RE 16' IDGE EXPPSURE RIDGE ROM CEMENT MORTAR CEMENT MORTAR OPTIONAL CLOSURE URIDGE OP�� RIDGE o � 16' GABLE E6 GABLE FIELD E)POSURE FIELD MF108 FLAT INTERLOCKING TILE wig" wF1i'rsr./r.Ir./r./ Ix2 WOODSTRIP Z�Z14CSTRIP OR BIRDSTOP ORTOP 77 ;GAW(L) GABLE (R) CABLE (L) GABLE (R) STRAIGHT BARREL MISSION TAPERED MISSION (10" AND 8" MISSION) (CORONA AND CLASSIC) RIDGE STARTER RIDGE (OUTLET WIDTH 7 311" ) CEMENT MORTAR - 1U 1/1' U If RIDGE ENO HELD TILE E GABLE (L) E GABLE ( R) RICNTGAB LE LEFT GABLE CORNER CRO EAVE TILE ORIENTAL TILE E FLASHING DETAIL AT WALL 2.6 NAILER CEYCNi RIDGE DETAIL For SI: 1 inch = 25.4 mm. FIGURE 2—TYPICAL INSTALLATION DETAILS DETAIL DRAWINGS FLASHING DETAIL AT WALL Page 6 of 7 ER -4202 For ST: 1 inch = 25.4 mm. FIGURE 2—TYPICAL INSTALLATION DETAILS—(Continued) MY VALLEY"! VOW MAAAATron FcaPam mAoveMLq LAP rm FLA ammm M[ADLM FELT LlaaaAV� HOM BEWAS RA9Mt6 mau FZQU MMCWMa aroo. mmLAP SLAIFMARV rMMfLoow eovaLMAL 11 ) FLnaufoLUNCItan / Far SOTTOMOTBaSYAQME Comm CLEAT FET „ t GA. VALLEY "AMMO OALKLwL �..a FLAwwa mam me ':.� '^`' �� noopmMAL owe=OYM UMCLLBASH NOIR` FOIIACIDslD YALLPY CUfiLE AT VALLEY SECT�MAMi CI AS F6T 4..S,i'}" !AV[1lfAlmOL FLA&OIO MIIDHM FELT OOUMAFiA8HMSVQnM' TOMA=TAX =ff Pasom SME: NK OA.a um Faf was vALLE1 FiAOMs FELT UNDERLAYMENT PLUMB'G. VENT FLASH'G SECT. AT VALLEY 00.0 CLAY SEOSIOP CLAYWOMP IW0E7" US PALM Y � MafrrAN \ \ � p4m y E QiBISIOM OF MIX a,OPELAC ICTAL OI�IDO[---1 FELT - 6MCCO FAWO HOOF TLl SEATIMO FELT . LOCATE ourrm SNEATMMO APPNOL %W FELT UrmEAATM9R 013Ow OLD" INE M�flwq METAL am EDW N07L VEE r ovEnpAw wnwouf a rnm Aa SPAM SBED POR SIITTBMalLE 1•Ilrr OYB► OMITT61 NANO ANO SET CLAY MMSTOP SALT [ AOCOADROMY III WOOD FACIA EAVE STUCCO FASCIA EAVE-GUTTER/WOOD FASCIA TILE RIDGE. SINGLE SLOPE SKYL OW Fi1MC TZ CONN M FLAMMO . CANT _•, •. _ -_. _ , . - •. • r IM w COILIIBI FiA4Ea S*N=fffA-L OOILfTen -- ._- _.,.....-.,.5. �T - - -- rMMxw "AMMO - _ CPNCWT ETALCOUN" T.ASNNO FELT � CON ORklm / TOY" COIEMOSgN RELSTTAMT FaEPL.ACE SAOOIE TEPWRALM MLIMS' VAIESICTAL II.AaMO ,.,Fa@LAClMOOIE CASE I: BACKVEW ..._., .. __.-----'--..._ OLWMrWMCFl0 l FIAMEa MAY MOYLE saevEw cAee: WE MEW FfEOflLfm SKYLIGHT DETAIL CHIMNEY FLASHING CHIMNEY FLASHING WEER" CElWff PLASTEn OM IYIPEM SACM®IETAL LAM wTLE MP CIALOUREATLE COUMEN FLAMMO 0006'f®i TILESQ� '}Ivt SUPP FT �L . our= me rM' aASIEIO raeaM on �r TMLE � Fh , METAL TLE FLAMMO h f� FELT MCWLOII /ELT {IIak7LAYt7nff SNEArOM mm ��� SIMALEA MALSI SOAIa SIIOMLD SE cur SACKrTOrTO tIAMa SOOY , FOp SOOSTHD RIDGE & HIP END BOOSTER CONCEALED GUTTER WALL FLASHING MEATHI Mo For ST: 1 inch = 25.4 mm. FIGURE 2—TYPICAL INSTALLATION DETAILS—(Continued) Page 7 of 7 ER -4202 HURRICANE CLIPS U. oto pw w an six ap. Wird Lock automatically controls exposure 6 head lap' WIND LOCKS HURRICANE SPIKE SG°ci't 3, / .135' dia (3.4rrRn) stainless steel or. 120' dia (3mm) electro galvanized steel r Mastic i �I 'Nan r For SI: 1 inch 25.4 mm. FIGURE 3—ADDITIONAL TILE FASTENERS TURRET DETAIL Wind Lock SIDE VIEW EA1E 1Ulm rwuc LK SK — DOM O CERER ATE TOP VIEW r o11 GABLE DETAIL mon NCRTAR O STARTER m wETAL rtA9HINc CAP aOaSTER TEE OWTOP rill TL 5P[QIED CINER9aR DAR TtIE O1 CENTER AT SAYE EAVE DETAIL TOP DETAIL For SI: 1 inch = 25.4 mm. ORIENTAL TILE ACCESSORIES FIGURE 4—ACCESSORY TILE END EAVE i I Oil, GABLE DETAIL mon NCRTAR O STARTER m wETAL rtA9HINc CAP aOaSTER TEE OWTOP rill TL 5P[QIED CINER9aR DAR TtIE O1 CENTER AT SAYE EAVE DETAIL TOP DETAIL For SI: 1 inch = 25.4 mm. ORIENTAL TILE ACCESSORIES FIGURE 4—ACCESSORY TILE END EAVE I I TITLE 24 REPORT I Title 24 Report for: Anderholt Casita 80-780 Vista Bonita Trail La Ouinta, CA 92253 Project Designer: Michael J. Stephens Al 1081 Hillcrest Court Calimesa, CA 92320 909-795-0989 Report Prepared By: CITY OF � CE-rUirloE�A BUILDING APPROVED FOR C DAT B Marc Farmer Energy and Duct Systems 40492 Clark Drive Hemet, CA 92544 (951) 925-0100 L JUL 1 4 2aaoJob Number 06-034 Date: 6/27/2006 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. I EnergyPro 4.1 by EnergySoft Job Number: 06-0.34 User Number: 1268 Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R Anderhalt C'asita 6/27/2006 Date Project Title 8C1-780 Vista Bonita Trail I Ouinta Project Address a Building Permit # Fntzrgy anti Duct Systems, (951) 925-0100 Docum tation Author Telephone Plan Check/Date Fn WyPro 15 Field Check/Date Complililce Method Climate Zone TDV Energy Use Standard Proposed Compliance (kBtu/sf-yr Design Design Margin Space Heating 2.85 3.19 -0.34 Space Cooling 78.83 76.02 2.81 Fans 11.94 12.73 -0.79 Domestic Hot Water 20.22 17.96 2.26 Pumps 0.00 0.00 0.00 Totals 113.85 109.90 3.95 Percent better than Standard: 3.5% Building Type: [X—] Single Family ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: ❑ Addition ❑ Existing + Add/Alt (S)180 deg Natural Gas Area: 253 ft 2 Avg. U: 0.43 Ratio: 29.5% Avg. SHGC: 0.43 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: BUILDING ZONE INFORMATION # of Thermostat Zone Name Floor Area Volume Units Zone Type Type HVAC: System RSR _8 58 100 Conditioned Setback — OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt (Nall Wnnd RQR _QQgg R-21 R -n n 1 Rn —90 Wall WnrA 261 0 n69 R21 Rte_ 97n 90 Door None 20 0 500 None R-0.0 270 cin Wall MCA A13 n 0ss R_91 R -O 0 0 g Wall Wnod im n QfLQ R21 R-0.0 go— noor None 20 n SW alone R-0 0 —9Q -9p Rnnf Wopd_ RSA n a32 R -M R-0 0 — i gn Gains Condition rYY// N� Status JA IV Reference New ng—Ar. ❑New 09-A6 ®❑New 28-A4 KJ E 858 ft2 n/a ft2 0 ft2 858 ft2 10.0 ft 1.00 1 Vent Hgt. Area 2 AIA Location / Comments Run Initiation Time: 06/27/06 15:33:03 Run Code: 1151447583 EnergyPro 4.1 by EnergySoft User Number: 1268 Job Number: 06-034 Page:3 of 9 Certificate Of Compliance: Residential (PW 2 of 4) CF -1 R Anderholt Casita 6/27/2006 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U -Factor' SHGe Azm. Tilt Stat. Glazing Type Comments „1_ Window Front (S) 36.0 n38 NFRC Q3Z NFRC _ 180 Q0_ New Alum -Clad Wd Low F Casita 2 Window Front (S) 11.3 0.380 NFRC 0_37 NFRC 180 90 New Alum -Clad Wd Low E Casita 3 Window Left (W) 72.0 0.460 NFRC 0_48 NFRC 270 90 New Wood French Doors Casita 4 Window Left (W) 72.0 0.460 NFRC 0_48 NFRC 270 90 New Wood French Doors Casita 5 Window Rear (N) 10.0 0.380 NFRC 0_37 NFRC 0 90 New Alum -Clad Wd Low E Casita 6 Window Rear (N) 10.0 0_380 NFRQ 0.37 LFRQ 0 90 New Alum -Clad Wd Low E Casita L Window Rear (N) 11"7 O.NFRC 0.37 NFRC 0 90 New Alum -Clad Wd Low E Casita 8 Window Right (E) 12.0 0.380 NFRC 0_37 NFRC 90 90 New Alum -Clad Wd Low E Casita 3 Window Right (E) 9.0 0.380 NFRC 0.37 NFRC 90 _90 New Alum -Clad Wd Low E Casita JQ Window Right (E) 9.0 0.380 NFRC 0.37 NFRC 90 90 New Alum -Clad Wd Low E _ _ Casita 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. iHgt. LEA REM. Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 6.0 6.0 2.5 2.0 2.0 2.0 2 Bug Screen 0.76 4.5 2.5 14.0 1.0 5.0 5.0 3 Bug Screen 0.76 8.0 9.0 6.0 0.1 6.0 6.0 4 Bug Screen 0.76 U 9.0 3& 1,0 2.Q _2 4 5 Bug Screen 0.76 4-0 2.5 2.5 2.0 2.0 2.0 6 Bug Screen 0.76 4.0 2.5 2. 7.9 7.0 7-0 7 Bug Screen 0.76 3.5 3.3 2.5 2.0 2.0 2.0 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Type Length R -Val. Location JA IV Reference Status Slab Perimeter 172 None No Insulation 26-A1 New Location/ Comments Casita _ Run Initiation Time: 06/27/06 15:33:03 Run Code: 1161447683 EnergyPro 4.1 by EnergySoft User Number. 1268 Job Number: 06-034 Page:4 of 9 Certificate Of Compliance: Residential (Pert 3 of 4) CF -1 R Anderholt Casita 6/27/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Central Furnace 80% AFUE Split Air Conditioner 110 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Ducted Ducted Attic 8.0 New Yes Hydronic Piping pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Ratedl Tank Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. A O Smith Water Products CTG Small Gas All Pipes Ins 1 37,000 50 New 0.62 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Tune In Plenum Outside Buried Insulation 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS r COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, ine-ulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business 8 Professions Code) Documentation Author Name: Name: Marc Farmer Title/Firm: Michael J. Stephens AIA Address: 1081 Hillcrest Court Calimesa, CA 92320 Telephone: 909-795-0989 Lic. #: (sig at r (date) net Agency Enforcem Name: Title/Firm: Address: Telephone: Title/Firm: Energy and Duct Systems Address: 40492 Clark Drive Hemet, CA 92544 Telephone: 951 925-0100 1AA � 6, Z7 --o (sig ur (date) Certificate Of Compliance: Residential (Pact 4 of 4) CF -1 R Anderholt Casita 6/27/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement anonr_v determines the adeouacv of the iustification. and may reiect a building or design that otherwise complies based on the tdequacy of the special justification and documentation submitted. HERS Required Verification Items in this section require field testina and/or verification by a certified home energy rater under the supervisio,i of a CEC- Plan I Field approved HERS provider using CEC approved testing and/or verification methods and must be reported on the cF 4R installation certificate. Plan Field The HVAC System "HVAC System" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. The HVAC System "HVAC System" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostaiic Expansion Valve. The Cooling System "4 ton 80% AFUE 13.0 SEER" includes credit for a 11.0 EER Condenser. A certified HERS rater rust field verify the installation of the correct Condenser. I EneravPro 4.1 by EneravSoft User Number: 1268 Job Number. 064034 Page:6 of 9 1 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check WA if not ENFORCE - applicable. NIA DESIGNER MENT Building Envelope Measures § 150(0.): Minimum R-19 in wood ceiling insulation or equivalent LI -factor in metal frame ceiling. ❑ ❑ ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ 0 ❑ § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑ ❑ apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ 1K ❑ 1. Masonry and factory -built fireplaces Crave: ❑ 0 ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ § 150(0: Air retarding wrap installed to comply wit§ 151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 1500): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. ❑ ❑X ❑ § 118: Insulation specked or installed meets insulation installation quality standards. Indicate type and ❑ Fx_1 ❑ include CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exdiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ER ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑ ❑ Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and seated. ❑ ❑x ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ 1K ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ 1K ❑ § 150n: Setback thermostat on all applicable heating and/or cooling systems. ❑ 0 ❑ § 1500): Water system pipe and lank insulation and doling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with ❑ ❑ ❑ insulation having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150 -AB or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1506. between heating ❑ ❑X ❑ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated source and indirect hot water tank shall be insulated to Table 150-6 and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment ❑ ❑X ❑ maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑X ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.1 by EnergySofl User Number. 1268 Job Number. 06-034 Page:7 of 9 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) glow. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only_ DESCRIPTION Instructions: Check or initial applicable boxes when completed or check MIA it not applicable. ENFORCE - NIA DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604,❑ X❑ ❑ 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum installed level of electric and have an output frequency no less than 20 kHz. R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-0, that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements luminaire has factory installed HID ballast. of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. 'Up to 50% of the Wattage, as determined or tape shall be used. in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ X❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). reductions in the cross-sectionat area of the ducts. § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms,garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are 3. 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. always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearanceinsulation cover QC) and are ❑ X❑ ❑ ❑ © ❑ 4. Exhaust fan systems have back draft or automatic dampers. § 150(r)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ Q ❑ dampers. 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). 6. Protection of Insulation. 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 Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. retardant and provides shielding from solar radiation that can cause degradation of the material. § 150(r)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ ❑ ® ❑ 7. Flexible ducts cannot have porous inner cores. 119(d). § 114: Pool and Spa Heating Systems and Equipment EnergyPro 4.1 by EnergySoft User Number. 1268 Job Number. 06-034 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: ❑ ❑ ❑ a. At least 36' of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central fumaces, pool heaters, spa heaters or household cooking appliances have no continuously MR burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 Q): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-0, and do not contain a medium screw base socket (E24/E26). Ballasts for tamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-0, ❑ ❑X ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. 'Up to 50% of the Wattage, as determined ❑ ❑ ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ X❑ ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms,garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ ❑ controlled by an occupant sensor that complies with Section 319(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearanceinsulation cover QC) and are ❑ X❑ ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(r)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ FX1 ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(r)8: 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 OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.1 by EnergySoft User Number. 1268 Job Number. 06-034 Page:8 of 9 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Anderholt Casita DATE 6/27/2006 SYSTEM NAME FLOOR AREA HVAC System 858 NGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Heating System Output per System 71,000 Total Output (Btuh) 71,000 Output (Btuh/sgft) 82.8 Cooling System Output per System 46,500 Total Output (Btuh) 46,500 Total Output (Tons) 3.9 Total Output (Btuh/sgft) 54.2 Total Output (sgft/Ton) 221.4 CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) Note: values above given at ARI conditions (EATING SYSTEM PSYCHROMETRICS 26.0 OF 69.2 OF Outside Air 0 cfm 69.2 of COIL COOLING PEAK I COIL HTG. PEAK CFM ISensiblel Latent I CFM I Sensible 1,205 17,485 1,593 495 19,626 0 1,658 1,404 0 0 0 0 011 0 0 0 0 1,658 1,404 20 801 1 593 22 435 1,720 1,720 4ton 80%AFUE 13.0 SEER 28,271 15,246 71,000 2.00 443.9 0.0 Total Adjusted System Output 28271 15,246 71,000 (Adjusted for Peak Design Conditions) 0.00 TIME OF SYSTEM PEAK F Aug 2 pm Jan 12 am 108.00': Heating Coil Supply Fan 1720 cfm Pea 108.4 of —� Supply Air Ducts 107.3 OF ROOMS 70.0 of �% Retum Air Ducts 4 ICOOLING SYSTEM PSYCHROMETRICS (Airstream Temaeratures at Time of Coolinq Peak) I 11.0/77.6'F Outside Air 0 cfm 78.9/67.8 o f 78.9/67.8OF. -63.5162.6 OF % Cooling Coil -�@J Supply Fan 1720 cfm 63.5 / 62.6 OF Supply Air Ducts 64.4 / 62.9 of 58.7% R.H. ROOMS 78.0 / 67.5 of 1% Retum Air Ducts 11 EnergyPro 4.1 by EnergySoft User Number: 1268 Job Number: 06-034 Page:9 of 9