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10-1391 (SFD)-441n� , P.O. BOX 1504 N . ^� ` VOICE (760) 777-7012 78-495 .CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777 -7153 - BUILDING PERMIT Date: 1/27/12 Application Number: 10-0000139-1' Owner: Property Address: 80315 VIA MIRASOL BERCAW, THOMAS & LISA APN: 772-430-003- - - 3530-.W. GARRY AVE. Application description: DWELLING —SINGLE FAMILY DETACHED.-. SANTA ANA, CA 927.0.4 Property Zoning: LOW DENSITY RESIDENTIAL - Application valuation: .473263 Coni or:' Applicant: ,{ Architect or Engineer: - JAC PET � P.O. OX 156 Esq LA NTA„,,4� 8��2JU l2 J (760) 77-9921. A9P! TOU1NTA LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I 'censed der 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 d rotes als Code, and my-License.is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B License No.: - 79 449 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is j issued. /Date: � ? Contractor: 'V n(e .4,1, t�( / _ 1 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 OWER- BUILDER DECLARATION - insurance carrier and policy number are: . I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier, STATE FUND Policy Number 7190003 92 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the pe&tbeco ork for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any mannsubject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State - and agree that, if Iect to the workers' compensation provisions of Section License Law (Chapter 9_Icomrnencing with Section 7000) of Division 3 of the Business and Professions Code) or X3700 of the Labor ith comply with th a provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by- / ,/ ^ • �/ y� any applicant for a permit subjects the: applicant to a civil penalty of not more than five hundred dollars ($500).: Date: / - Applicant: ar ! ✓ (_ 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 WARNING: FAILURE TO SECURE WORKERS COMPENSATION COVERAGE IS UNLAWFUL, ANd SHALL ' Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO.CRIMINAL PEINALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, providedthat -the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST; AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or - - improve for the purpose of sale.). - APPLICANT ACKNOWLEDGEMENT (_ ). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for _ pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_) I am exempt under Sec. , B.&P.C. for this reason " . the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under'or following issuance of this permit. Date: Owner: 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from :date of issuance of such permit, or cessation of work for 180 days will subject CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the - I certify that I have read this application and state that the ab i formatio s correct. I agree to comply with all. work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to buildin tru :ti nd hereby authorize representatives • f this�tyto upon'the above-mentioned property -spec ' rposes. Lender's Name:Date:ignature (Applicant or Agentl: Lender's Address: - LQPERMIT L44PFRMIT Application Number : . . . . 10-00001391 Structure. Information Construction Type .' . : . . TYPE V, UNPROTECTED ' -Occupancy .Type DWELLG/LODGING/LONG•<=10 Other,'struct•info CODE'EDITION.. 2007/08 energy # BEDROOMS 4.00 FIRE SPRINKLERS no - -GARAGE SQ FTG 886.00 PATIO S4 FTG 913.0.0 NUMBER OF.UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 4654.00 2ND FLOOR SQUARE FOOTAGE 838.00 Permit - . . BUILDING PERMIT. Additional desc, . Permit Fee. 1948.50• `Plan -Check Fee 1266:53 Issue Date Valuation 473263 Expiration Date.. 7/25/12 Qty Unit Charge Per. Extension BASE FEE, 639.50 374.00 3.5000 THOU BLDG 100,001-500,000 1309.00 Permit ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 239.94 Plan Check 'Fee .. '59.99 Issue Date. Valuation' 0 Expiration.Date 7/25/12 Qty Unit 'Charge Per Extension .BASE FEE 15.00. 5492.00 .0350 ELEC NEW RES -.1 OR 2 FAMILY. 192:22 886.00 .0200 ELEC GARAGE OR'NON_-RESIDENTIAL 17.72• 1:00 15.0000 EA ELEC TEMPORARY POWER`POLE '15.00 Permit . . .. GRADING PERMIT Additional desc . Permit Fee 15.00 Plan Check.Fee.. .00 Issue Date Valuation 0 Expiration Date 7/25/12 Qty . Unit Charge. Per Extension ----------------------------------------------------------------------------- BASE FEE 1,5.00 Permit . . ... . . MECHANICAL L44PFRMIT Application Number 10-00001391 Permit MECHANICAL Additional desc Permit Fee 218.50 Plan Check Fee 54.63 Issue Date : : . Valuation 0 Expiration Date.. 7/25/12 Qty Unit Charge• Per Extension" BASE FEE 15.00 3.00 9.0000 EA -MECH FURNACE <=100K 27-00 2.00 11.0000 EA MECH FURNACE.>1O0K 22.00 3:00 9.0000 EA MECH B/C <=3HP/100K BTU 27.00 3.00•' 16.5000 EA •."'-MECH B/C.>3=15HP/>100K-500KBTU 49.50 11.00 • 6.5000 EA MECH VENT .FAN . 71.50 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 Permit PLUMBING Additional desc . Permit Fee 255.00 Plan Check Fee 63.75 Issue Date Valuation 0 Expiration Date 7/25/12 Qty Unit Charge Per Extension BASE FEE 15.00 28.00 6.0000., EA PLB FIXTURE 168.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 5.00 6.0000 EA PLB ROOF'DRAIN 30.00 2.00 7.5000 EA. PLB WATER-HEATER/VENT 15.00 1.00 3.0000.EA PLB WATER INST/ALT/REP 3:00 1.00 9:0000 .EA PLB,LAWN SPRINKLER SYSTEM 9.00 - ------------------------------------------------------ Special.Notes and Comments 5492 SF'2 STORY SFD [LIVING IST = 4654•, LIVING 2ND = 838 SF] GARAGE =-886 SF, "•-COV. PATIO = 913 SF. .2007 CODES 2008 ENERGY. **PERMIT.DOES NOT INCLUDE BLOCK'. WALLS, FENCES-, SWIMMING POOLS, SPA,. BBQ'S and DRIVEWAY APPROACH** 2008 DIF PERMIT.EXTENSION GRANTED UNTIL DECEMBER, 19TH, 2012: APPLICATION EXPIRES UNLESS PERMIT IS ISSUED. --- - Other Fees ART IN PUBLIC PLACES -RES - 683.16 BLDG STDS ADMIN.(SB147-3) 19.00 DIF COMMUNITY CENTERS -RES 74.00. DIF CIVIC CENTER.- RES' 1006.00 ENERGY REVIEW FEE 126.65 " DIF FIRE PROTECTION=RES 140.00 LQPERA1IT - .. .. Application -,Number 10-0000139.1 ---------------------------------------------- Other Fees -------------------- DIF,LIBRARIES - RES 355.00 MULTI -SPECIES (MSHCP) FEE 1284.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 47.33 - DIF STREET MAINT FAC -RES 67..00 DIF TRANSPORTATION RES 1930.00 Fee summary Charged Paid Credited Due Permit Fee Total. 2676.94 , 00 .00 2676.94 Plan Check Total 1444.90 750.00 00 694.90 . Other Fee Total 6646.14 .00. .00 664.6.14 Grand'Total '..: 10767.98 750.00 00 10017.98 `,a:: Building Address Owner Mailing Address /y� P.O. BOX 1504 31.5 /11A ,//��a�V _ LA QUINTACCALIFORNIA 922253. IV— N. �J_ - I-.gZbe00 14W-7,W7oA %&D. Address State Lic. City & Classif. / 1 Lic. # Arch., Engr.' Desi�D�T� Designer C® /r LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or Im- provement is sold within one year of completion, the :owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (Phis sectionneed 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 WHITE = BUILDING DEPARTMENT /0- l39/ APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Sq. Ft. Size No. Z No. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit . Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 6, QU Plan Chk. Bal. Const. Mech. Electrical Plumbing `141 S.M.I. Grading Driveway Enc. Infrastructure �; • : ` r j / r r!` TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit . Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE .Coachella Valley Unified School District This Box For District Use Only 83-733 Avenue 55, Thermal, CA 92274 DEVELOPER FEES PAID (760) 398-5909 - Fax (760) 398-1224 AREA: - AMOUNT - LEVELONEAMOUNT: LEVELTWOAMOUNT: MITIGATION AMOUNT: COMM/fND. AMOUNT: DATE: RECEIPT: ' CHECK#: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: !Hidea� _Date: December 21, 2011 ' Owner's Name: Thomas & Lisa Bercaw Phone No. 760-880-1761 Project Address: 80-315 Via Mirasol, LaQuinta Project Description: 2 Story SFD APN: 777-090-022 Tract #: Lot #'s: Type of Development: Residential XX . Commercial Industrial Total Square Feet of Building Area: 5,492 Certification of Applicanf/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 authoriz to si on behalf of the owner/developer. Dated: ' December 21, 2011 Signature: ' SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN: :OR WILL BE SATISFIED IN . ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) t' Education Code: Gov. Code Project;Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 5492 Amount per Sq.Ft. $2.97 Amount Collected $16311.24 Building Permit Application Completed: Yes/No: " By: Jamie T. Brown, Asst. Supt., Business Services Certificate issued by. Laurie Howard, Secretary Signature: ox 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. i,I V:c/mydocs/dcvfccs.celliffcate'of compliance 11/2010 January 19, 2011 Mr. and Mrs. Tom Bercaw i! r 6208 W. Oceanfront 1 �' Newport Beach, CA 92663 117! JUN 011 RE: Bereaw/Final Design Review; Lot 3F at 80315 Via Mirasol Dear Mr. and Mrs. Bercaw, The Hideaway Design Review Committee met to review your first submittal of final design plans for your Lot 3F. The plans were. approved for you to begin construction. All items listed below must be reviewed. and approved prior to the setback -inspection. 1: The Side Yard wall and its footing must be placed on your lot, not on the property line, as proposed, unless approval,in writing is obtained from the adjacent neighbor: 2. Plant material is not permitted" to define the property lines. 3. No more than 18" of exposed wall height is allowed from the golf course. 4. It appears that grading will be required on the golf course for the infinity edge pool. This will need to be reviewed and approved by the golf club. 5. Grading and landscape plans do not match on the outdoor shower. 6. No provision is made for the change in lot pad height between Lot 2F and Lot 3F. Please have your civil engineer explain how you intend to accomplish this transition. 7. The motor court area is exposed to the lot next door and a side yard wall will be required to screen from the adjacent property. Please clarify what the small 18" high walls in the motor court area are for. The committee will require . these "walls be pulled back from Lot 2F (too close), reducing the length of each wall by 12 to 18 inches. Please re -submit landscape plan showing a different way to soften this corner and the transition to Lot2F. 8. The committee has concerns that the wrought iron openings may not meet the current California Building Code. If the wrought iron design changes, you must submit the changes to the DRC for review and approval. 9. The exterior light fixtures must be submitted for approval. 10. Please note wall mounted fixtures in the side yards should be no higher than property line walls. 11. The color board was approved as submitted subject to field review. Please include the slate for the pool in the field review. 12. Please note all vents and flues need to be minimized. Any deviation from the Design Guidelines must be submitted with a request for Variance. If. a design element is not presented as a Nariance request and the committee, inadvertently overlooks it during the review process it will be the design team's responsibility to make modifications at a later date if requested by the Design Review Committee. Please contact Roxi Bardwell at (760) 393-5211 with any questions. We look forward to receiving your next submittal of plans for. review. Sincerely, Hideaway Design Review Committee cc: Frank Stolz, SJA Landscape Architects, DRC File DEC kw. ROOM 3, ... Owner's- Manual E AT& C3 L 0'... Installation and Operation No one builds a better fire , Models: GAS-FIRED RED40 .f RED40ST 4 ' C US - LISTED w NOTICE "> �0-.x DO NOT DISCARD THIS MANUAL�Scq Vii' • Important operating Read, understand and follow Leave this manual with and maintenance these instructions for safe party responsible for use .,instructions included. installation and operation. and operation. A WARNING: If the information in these instructions is not followed exactly, a fire or explosion may result causing property damage, personal injury, or death. • DO NOT store or use gasoline or other flam- mable vapors and liquids in the vicinity of this or any other appliance. • What to do if you smell gas - DO NOT try to light any appliance. - 'DO NOT touch any electrical switch. DO ' NOT use any phone in your building.• ' Immediately call your gas supplier from a" neighbor's phone. Follow the gas supplier's' instructions. - If,you cannot reach your gas.supplier, call the fire department. 'Installation and service must be performed by a qualified,installer, service agency, or the, gas supplier. This appliance may be installed as an OEM installation in manufactured home (USA only) or, mobile home and must be installed in accordance with the manufacturer's instructions, and the manufactured home construction and safety standard, Title 24 CFR, Part 3280 or Standard for Installation in Mobile Homes, CAN/CSA Z240MH, in Canada. This appliance is only for use with the type(s) of gas indicated on the rating plate. A WARNING -- HOT SURFACES! , Glass and other surfaces are hot during operation AND cool down. Hot glass will cause bums. • DO NOT touch glass until it is cooled • NEVER allow children to touch glass • Keep children away '-'CAREFULLY SUPERVISE children in same room as fireplace. • Alert children and adults to hazards of high temperatures., High temperatures may ignite clothing or other flarrimable materials. Keep clothing, furniture, draperies and other flammable materials away. - This appliance has.been supplied with an integral barrier to prevent direct contact with the fixed glass panel. DO NOT operate the appliance with the barrier removed. Contact your dealer or Hearth & Home Technologies if the. barrier (, not present or help is needed to properly install one. r In the Commonwealth of Massachusetts installation must be performed by a licensed plumber or gas fitter. See Table of Contents for location of additional Commonwealth of Massachusetts requirements. Installation and service of this appliance should be •,o °R< performed by qualified personnel. Hearth & Home ®� Technologies suggests NFI certified or factorytrained N, o professionals, or technicians supervised by an NFI certified professional. 3 • Heat & Glo RED40, RED40ST • 2155-900 Rev. H 6/10 �• 1 n 1 Listing and Code Approvals A. Appliance Certification C. BTU Specifications MODEL: RED40, RED40ST LABORATORY.- Underwriters Laboratories, Inc. (UL) TYPE: Vented Gas Fireplace Heater STANDARD: ANSI Z21.88b-2008 CSA 2.33a-2008 Vented Gas Fireplace Heaters This product is listed to ANSI standards for "Vented Gas Fireplace Heaters" and applicable sections of "Gas Burn- ing Heating Appliances for Manufactured Homes and Models Maximum Minimum Input Orifice Size (U.S. or Canada) Input BTUlh BTUm (DMS) RED40 us (0-2000 F7) 34,000 24,000 #34 RED40ST CANADA 29,500 22,000 936 (NG) _elevations (2000-4500 F7) consult local gas utility. Check with your local gas utility. to determine proper RED40(0-2000s FT) 34.000 25,000 950 RED40ST CANADA 31,500 23,000 #51 (LP) slate, glass or plasters, or any combination thereof. (2000-4500 F7) -Materials that are reported as ,passing ASTM E 136, Standard Test Method for Behavior of Materials in a Recreational Vehicles", and "Gas Fired Appliances for Use at High Altitudes". D. High Altitude Installations NOTICE: This installation must conform with local codes. NOTICE: If the heating value of the gas has been reduced, In the absence of local codes you must comply with the these rules do not apply. Check with your local gas utility National Fuel Gas Code, ANSI Z223.1 -latest edition in or authorities having jurisdiction. the U.S.A. and the CAN/CGA 8149 Installation Codes in When installing above 2000 feet elevation: Canada. • In the USA: Reduce input rate 4% for each 1000 feet above 2000 feet. NOT INTENDED FOR USE AS A PRIMARY HEAT SOURCE. • In CANADA: Reduce input rate 10% for This appliance is tested and approved as either supplemen- tal room heat or as a decorative appliance. It should not be _elevations factored as primary heat in residential heating calculations. consult local gas utility. Check with your local gas utility. to determine proper B. Glass Specifications orifice size. This appliance is equipped with 5 mm ceramic glass. Re- E. Non -Combustible Materials Specification place glass only with 5 mm ceramic glass. Please contact your dealer for replacement glass. Material which will not ignite and burn. Such materials are those consisting entirely of steel, iron, brick, tile, concrete, slate, glass or plasters, or any combination thereof. -Materials that are reported as ,passing ASTM E 136, Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 OC and UL763 shall be considered non-combustible materials. F. Combustible Materials Specification Materials made of or surfaced with wood, compressed pa- per, plant fibers, plastics, or other material that can ignite and burn, whether flame proofed or not, or plastered or unplastered shall be considered combustible materials. G. Electrical Codes NOTICE: This appliance must be electrically wired and grounded in accordance with local codes or, in the absence of local codes, with National Electric Code ANSI/NFPA 70 -latest edition or the Canadian Electric Code CSA C22.1. • A 110-120 VAC circuit for this product must be protected with ground -fault circuit -interrupter protection, in compliance with the applicable electrical codes, when it is installed in locations such as in bathrooms or near sinks. Heat & Glo RED40, RED40ST -'2155-900 Rev. H • .6/10 7 1w I It z1svovi: qA ebo3 hnnjt?n1JeiJ �ttoii`s� i:►�q2 UTS noitsalffl sO, o:)nd1ggA .A 2rloRP.Mrlent abulitiA rigiH .0 VM\Ab`31 "31.3d ervl 25a s[tlib 9v,164 1L)ntl+"311901 `:1 :331T IA Wiltu 7St; 1:u3+ tt}rV S}.11`:! :1�4t,J :llr;n+6 fm JA) esltl unil ' .}1c�t1J}h2,lt.tt[tirlivf3ft 243itS14i11ts4�10 ro"lav919 ?set 14'M st, dg pniM.1m n5rttlt i9r1-000.1 ri;i,;e 101. 0A -Wei wrurt aoub95i :A'U erif nl .79 ri 001)2 svcdi: ,,ilothwele fol 00t 9&O t 1uom� a,)ubaf? 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(Z .,r?r\y}..` 2rloRP.Mrlent abulitiA rigiH .0 VM\Ab`31 "31.3d ervl 25a s[tlib 9v,164 1L)ntl+"311901 `:1 :331T IA Wiltu 7St; 1:u3+ tt}rV S}.11`:! :1�4t,J :llr;n+6 fm JA) esltl unil ' .}1c�t1J}h2,lt.tt[tirlivf3ft 243itS14i11ts4�10 ro"lav919 ?set 14'M st, dg pniM.1m n5rttlt i9r1-000.1 ri;i,;e 101. 0A -Wei wrurt aoub95i :A'U erif nl .79 ri 001)2 svcdi: ,,ilothwele fol 00t 9&O t 1uom� a,)ubaf? ACA%1AD m 1991 Wat, JvooA 1991 V24 bns taal 000S n513,.Wed :-:aa�'a 9ilimr-f�n n! yJ:ldu ?sfr leac�i ,,t.a! tii,.v ao�ri� n0i3a0i1130g2 21MISIFOA efd1Jeijdmo0-ooW .3 ilea Pifir::?Jnrtl:i;Uc' 171lii1 C.r*6 stUr��iJan I;ibV Ci:,ttib�: lGl1`a18e�t .ptslor ac .ehl .AOt+d ,noel .i93Ja to yi-.t;tr"s cncJzieno,; e�ot11 Joss ill rlurcn'r CRj •r"o,, ins 10 .P,l.24,cdq lc L8,IF ul2 .-'Et a i .T2A vniu&q ee netv.,gcj s`f, tsn; 066131sl,t a ni YoivrM913 iot bQdMM ta4T'0lsbnsJ3 9d QF:,+i? UjUl! #ars 0- GaT h; maul sduz b;jmeV e.1mviJr`m D1df1S.11t,Smco :Un batt ieca roiitr;*M33g2 2E!;h tsM si :iieudmoU .1 so bsz29,,qmoa .0ov.k, rt m be:;rhua •o lo: bfam aldwisM efln)i nw lefil isnsicrn tsrto to E„h3fq .mdR fnalq ,t�q Ic 0alj126Iq �0 %)n lc beloota smart Ic vrtw .mud bnu als', 1E,''1 AlduB+idmvtr +/si9blaroo ed uar"e btAelasiq.1w eeboD ibohl3q.13 .a mos t)v%.it v11tr ;1i09tf3 fid i2t'clt zui'i .1: 1MV1 <ian�.,t.c e. is41 ni 00 2et,o:, if aol c1+„ti! e )lwvwv m' m tlubrtuolp, Acr,VUEVA 9boa aht:413 lsnofttro d*,kw Z--ibC'i kszm ,o ASU abo:• of mfil ftsibcrtzO At11 tv noillb9 Jeo1s1.0T .r.ssa b!gbsJotq eo ;eum t3ubolq aidt 1011.%jolsa 'VI V QCt-0tt A a: ^�iltin .<�a ni , n7;Jc:4l�+lq t9lc?�rnhl.•Jiu�tia tluc�fi Isnuot(3 rifer fu beir"m 2a 1i Etorw',nboo 9idG.^ qf, 901 ri11w eAmp- *sb^110 emoo fiJ^ d.ru as dZve zrrcl,'yGiG+l 720 U3i� ,�J+t23R :131ckc+ tiui .Ord x0holmodsi e1RrA1vr13hnu ,Y A0-TbA08A 1 -1cihsN a0unslt9 cuo bb)(m i v 80os-sCc.: Soo,., -dB l M51 NIA A11ACAAZ ateJx3N 9:Wq(4111840 balrl J a,g:) bolmoV•'tofi i?,ViA of v3J�a 3- ,o-R)mcj eiAT -PmA Zai' t� wofte a °Adg3!(q(ic brz •$ iwoeH c*slaiij-1 brl a earnah lol sanlil. qqr. ongs!eH mil lol asons+lggA beii:1 %WD bns , zilo 6,I..noix-ful:,pR Zij",Y.i`J1},�p1 fltt`V til t;�•iSl'.� lzttrt� �ft}'.ti1Y 0.1 iWo �l(1fi1 4) t+,t m uvi tow:) 11- - I`�) qtly lilf; r#rt+ ilk m w1lbs rm%10,^11 ESUS 0Wk 0)4 4f is 1t+'1y W-vh: 10 .t�te,�tsa -- -S t..; ... .. --1 .3 FUO? Tfi3N `tfiAPAIgq A 8A 33U RAU3QARTHI TCI".1 'n. r"�'�iYu-�• r:+'�!::'F6 b9uG'rgUe br.a h�•l�+�11a4,:Exlq�i� z��tr 9d `.^.t ri;,•Urrr_ d 9;;r;G:E;;gr> 9v�lt:i�'A9h ci @q 7. 1&�lH r,,iipt,6J 'r . rC.�u.�J;,3 [}hlib�ti 1�llfi3l?Sr,�t n; f:;; of {1k'�Tt,zQ 2.Ib t1�)��tr?et 231tsE!f:,ilU3�t,.g _p;� >r;ig o,rn toa rnrn c rit v� t q:up , -,jwt-:"gqs 2MT tS6JrlD;r9di,�J'i 2iii��171frt�}8� Inn1L lilrtlY�YlnO c:�&�i 3�ala] <^.GJ..i�l 'riti:�rt�+:7uli;.'e lql aal5ab li.+'�y ote. J.,ASP 3rh'WIas••'T 0,Wu q.p1-cla1 - 010Ait,.3H Note: The following requirements reference various Massachusetts and national codes not contained in this document. H. Requirements for the Commonwealth of Massachusetts For all side wall horizontally vented gas fueled equipment installed in every dwelling, building or structure used in whole or in part for residential purposes, including those owned or operated by the Commonwealth and where the side wall exhaust vent termination is less than seven (7) feet above finished grade in the area of the venting, in- cluding but not limited to decks and porches, the following requirements shall be satisfied: Installation of Carbon Monoxide Detectors At the time of installation of the side wall horizontal vented gas fueled equipment, the installing plumber or gas fitter shall observe that a hard wired carbon monoxide detector with an alarm and battery back-up is installed on the floor level where the gas equipment is to be installed. In addi- tion, the installing plumber or gas fitter shall observe that a battery operated or hard wired carbon monoxide detec- tor with an alarm is installed on each additional level of the dwelling, building or structure served by the side wall horizontal vented gas fueled equipment. It shall be the responsibility of the property owner to secure the services of qualified licensed professionals for the installation of hard wired carbon monoxide detectors. In the event that the side wall horizontally vented gas fu- eled equipment is installed in a crawl space or an attic, the hard wired carbon monoxide detector with alarm and battery back-up may be installed on the next adjacent floor level. In the event that the requirements of this subdivision can not be met at the time of completion of installation, the owner shall have a period of thirty (30) days to comply with the above requirements; provided, however, that dur- ing said thirty (30) day period, a battery operated carbon monoxide detector with an alarm shall be installed. Approved Carbon Monoxide Detectors Each carbon monoxide detector as required in accor- dance with the above provisions shall comply with NFPA 720 and be ANSI/UL 2034 listed and IAS certified. Signage A metal or plastic identification plate shall be permanent- ly mounted to the exterior of the building at a minimum height of, eight (8) feet above grade directly in line with the exhaust vent terminal for the horizontally vented gas fu- eled heating appliance or equipment. The sign shall read, in print size no less than one-half (1/2) in. in size, "GAS VENT DIRECTLY BELOW. KEEP CLEAR OF ALL OB- STRUCTIONS". Inspection The state or local gas inspector of the side wall horizon- tally vented gas fueled equipment shall not approve the installation unless, upon inspection, the inspector ob- serves carbon monoxide detectors and signage installed in accordance with the provisions of 248 CMR 5.08(2)(a)1 through 4. Exemptions The following equipment is exempt from 248 CMR 5.08(2)(a)1 through 4: • The equipment listed in Chapter 10 entitled "Equipment Not Required To Be Vented" in the most current edition of NFPA 54 as adopted by the Board; and • Product Approved side wall horizontally vented gas fu- eled equipment installed in a room or structure separate from the dwelling, building or structure used in whole or in part for residential purposes. MANUFACTURER REQUIREMENTS Gas Equipment Venting System Provided When the manufacturer of Product Approved side wall horizontally vented gas equipment provides a venting system design or venting system components with the equipment, the instructions provided by the manufacturer for installation of the equipment and the venting system shall include: • Detailed instructions for the installation of the venting system design or the venting system components; and • A complete parts list for the venting system design or venting system. Gas Equipment Venting System NOT Provided When the manufacturer of a Product Approved side wall horizontally vented gas fueled equipment does not pro- vide the parts for venting -the flue gases, but identifies "special venting systems", the following requirements shall be satisfied by the manufacturer: • The referenced "special venting system" instructions shall be included with the appliance or equipment in- stallation instructions; and The "special venting systems" shall be Product Ap- proved by the Board, and the instructions for that sys- tem shall include a parts list and detailed installation instructions. A copy of all installation instructions for all Product Ap- proved side wall horizontally vented gas fueled equip- ment, all venting instructions, all parts lists for venting instructions, and/or all venting design instructions shall remain with the appliance or equipment at the completion of the installation. See Gas Connection section for additional Common- wealth of Massachusetts requirements. Heat & Glo • RED40, RED40ST • 2155-900 Rev. H • 6/10 i 'LEGACY REPORT' r ER -3389. •; Reissued April 1, 2007 ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699OW Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 WWW .ICC-@S.01'Q Regional Offices 4051 West Rossmoor Road, Country Club Hills, Illinois 60478 m(708)790,2305 Legacy report on the 1997 Uniform Building Code TM 'DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07180—Traffic Coatings, MER -KO WEATHER DECK FIRE -RETARDANT 'WALKING DECK MER-KOTE PRODUCTS, INC. 501 SOUTH VAN NESS AVENUE TORRANCE, CALIFORNIA 90501 1.0 SUBJECT Mer -Ko Weather Deck Fire -retardant Walking beck. 2.0 DESCRIPTION 2.1 General: The Mer -Ko Weather Deck surface is a multi -layer coating for exterior walking roof -deck surfaces on plywood or concrete substrates. The multi -layer coating' -consists of a glass -fiber - reinforced, synthetic -latex weatherproof.membrane covered by Bodycoat, a trowel -applied latex mastic. Filler -F, a textured color filler coat of the same composition, is applied to the Bodycoat. The final surface is treated with Mer -Ko Seal. 2.2 Materials: 2.2.1 Slip Sheet: The asphalt -saturated. glass -fiber slip sheet shall weigh 25, pounds per 100 square feet (1.2 kg/M2). The slip sheet is manufactured by the Consolidated Fiberglass Products Company, Bakersfield, California, and is identified as Conbase W-1. 2:2.2 Weather Deck Emulsion: Weather Deck Emulsion is a, neoprene. latex with stabilizers. Packaged in five -gallon (18.9 L) containers, the material has. a six-month shelf life when stored at temperatures between 35-F and 120°F (2°C and 49°C): 2.2.3 , Mer -Ko Membrane Filler': -Mer -Ko Membrane Filler is a mixture of 90 -mesh silica sand with aluminous cement and an antioxidant. Packaged in 40 -pound (18 kg) containers, the material has a six-month shelf life. 2.2.4 Mer -Ko Flashing Paste: Mer -Ko Flashing Paste consists of compounded rubber latex. Packaged in five -gallon (18.9 L) containers, the material has a six-month shelf life when stored at temperatures between 35-F and 120T (2°C and 49°C). 2.2.5 Burlap: The: burlap weighs 7'/Z ounces per square yard (254 g/m2). The burlap is' used to reinforce flashing at perimeter areas. 2.2.6 Glass Fiber Mat: The glass fiber mat weighs 11/2 to 3 pounds per 100. square feet (0.07 to.0.15 kg/m2), and is packaged in rolls. 2.2.7 Weather Deck Bodycoat Powder: Weather Deck Bodycoat Powder is a blend of aluminous cement and graded 16 to 30 mesh silica sand. The material is packed in. 50 - pound (22 kg) containers. 2.2.8 Filler -F: Filler -F is. a blend of silica sand .and aluminous cement with coloring -oxides. The material IS packed in 40 -pound -(18 kg) sacks. 2.2.9 Mer -Ko Seal: Mer -Ko Seal is a high -solids, acrylic - latex resin sealer. Packaged in five -gallon (18.9 L) containers, the material has a six-monthshelf life when stored at temperatures between 357F and 120-F (2°C and 49'C). 2.3 Preparation of Substrates: The substrate surface must be clean, dry, and free of dust and any other contamination at the time of material application. A minimum roof deck slope of/, unit vertical in 12 units horizontal (2% slope) is required for drainage. 2.3.1 Concrete Base Material: Concrete surfaces must be clean, sound and have a finish equivalent to steel troweling to provide a smooth, uniform surface, free of depressions and ridges. All holes, cracks and joints must be cleaned and filled with Mer -Ko Underlay -L. All high spots must be removed by chipping or grinding. 2.3.2 Plywood Surface: Plywood substrates shall be minimum 5/, -inch -thick' (15.9 mm), exterior -grade plywood complying with. UBC Standard. "23-2,• and installed in accordance with the 1997 Uniform Building CodeTm (UBC), with all edges blocked . or tongue -and -grooved. Face plies must be perpendicular.to the supports. The plywood must be attached to all blocking and end bearings with countersunk wood screws or screw -shank nails equivalent to 10d common nails, spaced 6 inches (152 mm) on center, or as otherwise required by the UBC, whichever is more restrictive. 2.4 Application: No portion of the Weather Deck System shall be installed when the ambient temperature is below 35°F (2°C) or above 120-F (49-C), or.when precipitation is expected or occurring. The deck'perimeter is flashed with No. 28 gage galvanized steel or equivalent. -Slip sheets are applied to the deck, ending 2 inches (51 mm) from all vertical surfaces. Slip sheet edges shall be lapped a minimum of 2 inches (51 mm), and shall'be bonded together usirig.Mer-Ko adhesive. The slip sheet must be bonded to the deck using the Mer -Ko primer material along all perimeter and intermediate locations, to limifthe unbonded area to a maximum of 4,000 square feet ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other mailer in this report, or as to any product covered by the report. Copyright © 2007 Page 1 of 2 Page 2 of 2 ER -3389 (372 m2). Mer -Ko primer material batches consist of 2 gallons .(7-5 L) of neoprene Weather Deck Emulsion mixed with 40 pounds (18 kg) of membrane filler. This primer is brush= applied along the deck perimeter, extending 12 inches (305 mm) onto the slip sheet'surface, at the rate of 1.4 gallons per 100 square feet (0.57 Um2), yielding a 20 -mil (0.51 mm) dry - film thickness. The primed area is allowed to dry for a minimum of one hour, and is then covered with burlap and Mer -Ko Flashing Paste. Mer -Ko Flashing Paste is first brush -applied to the primed area, and burlap of appropriate size is installed on it and saturated with the flashing paste. The burlap must extend 3 to 4 inches (76 to 102 mm) up all vertical surfaces, and must be tightly forced into all corners. Mer -Ko primer material is next trowel -applied to the slip sheet at the rate of 1.25 gallons per 100 square feet (0.51 ,Um').. A glass -fiber mat is immediately rolled, over the.primer at right angles to the slip sheet; and completely covered .with Mer -Ko flashing paste. Mer -Ko flashing paste is applied at the rate of 3 gallons per 100 square feet (1.22 Um2), in.two_coats, fora 30 -mil (0.76 mm) .:dry -film thickness., Glass mat edges are lapped a minimum of 2 inches.(51 mm). An additional coating of the flashing paste is brush -applied to all areas to.fill holes and other voids. The entire area is allowed to dry overnight, or to dry enough to walk on. Bodycoat is. then trowel -applied over the dry membrane in two coats, for a total minimum thickness of Vs inch (3.2 mm). The composition of the bodycoat mixture consists of a ratio of 1 gallon (3.7 L) of the Weather Deck Emulsion to 50 pounds (22 kg) of Weather Deck .Bodycoat powder. Each coat is allowed to dry a minimum of two hours before the application of the next coat. After the Bodycoat has completely dried, all surface irregularities are removed by light scraping with an 807grit sanding stone or a mason's trowel. Debris must be swept away. Filler -F color coat, with a composition consisting of a ratio of 2 gallons (7.5 L) of the Weather Deck Emulsion to"one ,36 -pound (16 kg) sack' of Filler -F', is brush- or trowel- applied to the entire deck and to vertical surfaces at the rate of 1.5 gallons per 100 square feet (0.61 Um2), for a 15 -mil (0.38 mm) dry -film thickness. The surface is then allowed to dry for a minimum of two hours and.is then sanded using a power sander with medium -grit sandpaper. Mer -Ko Seal, in a chosen color, is then applied, in two coats, each at the rate of 200 square feet per gallon (4.9 M2 IL), over the entire deck surface. Total seal thickness is 0.02 inch (0.5 mm). Weather Deck Emulsion must be protected from freezing and from' high temperatures._ The overall thickness of the applied system is'/, inch to-s/,s inch (6.4 mm to 7.9 mm). 2.5 Class A Roof Covering Over Plywood Deck: The installation is as follows: 1'. The plywood is as described in, and is installed as set forth in, Section 2.3.2 of this report, with all joints blocked and with a minimum.siope of/, unit vertical in 12 units horizontal (2% slope). Plywood panel joints are filled and "sealed with Mer -Ko Underlay -L, an underlayment emulsion mixture. 2. One layer of 10 -inch -wide (254 mm) polypropylene cloth is placed overthe underlayment mixture at plywood joints. 3. A second layer of underlayment mixture is placed overthe cloth, encapsulating the cloth. 4. The Weather Deck is applied over the substrate prepared as described in this section, in accordance with Section 2.4 of this evaluation report. The minimum thickness is 0.322 inch (8 mm). 2.6 One-hour Fire -resistive Construction: The Mer -Ko Weather Deck Fire -retardant Walking Deck covering installed in accordance with this report over s/B inch- thick (15.9 mm) exterior -grade plywood with 2 -inch -by -8 -inch (51 mm, by 23 mm) joists spaced 16 inches (406 m) on center, with all plywood joints blocked, may be substituted for the double wood floor described in Footnote .13 of Table 77'C of the. UBC. When installed over nominal 2-by-8`joists, the design bending stress assigned. to the joists shall be limited .to 78 percerit of the UBC described design values. 2.7 Identification: . Each container bears the Mer-Kote Products, Inc., name and address, the product name, the shelf life, the name of the quality control agency (Ramtech Laboratories, Inc.), and the evaluation report number (ER -3389). Additionally, the.slip. sheets are identified by the name Conbase W-1. 3.0 EVIDENCE SUBMITTED Data in accordance with the Acceptance Criteria for Walking Decks (AC39), dated March 2000, and a quality control manual. 4.0 FINDINGS That the Mer -Ko Weather Deck described in this report complies with the 1997 Uniform Building CodeTM for -use on exterior walking roof decks on concrete and plywood substrates, subject to the following conditions: 4.1 The material is applied in accordance -with this report byapplicators approved bythe manufacturer. 4.2 Installation is limited to buildings a maximum of 40 feet (12 192 mm) in height, located in Exposure B areas with a maximum basic wind speed of 80 miles per hour (129 km/h). 4.3 The product is manufactured at the Mer-Kote plant located in Torrance, California, with follow-up inspections by Ramtech Laboratories, Inc. (AA -655). 4.4 The Mer-Kote Weather Deck is a Class A_roofing system when. installed in accordance with Section 2.5 of this of. report. This report is subject to re-examination in two years. _. G; ..� `f L•-- '-e w T rt•.. .. F ��,^�k`Ll, ''' }►'411 'ryp .�'.r 0 G. „ — ,1. 1 .. .•i�Vv \ t• - tIM 4. ,. _e r . • . IMES'SAVE: Verification of Attributes Report"" VAR 1008 _ •, r �. Reissued September 1, 2010 , - - ; J, This "report is subject to re-examination in one year. • • . err lot www.icc-es.org/saver 1-800-423-6587 1 (562) 699-0543 A Subsidiary, the International Code Council® ;r OD, PLASTICAND , •'' DIVISION:,06 00 00-WOS Weyerhaeuser® Pro Series' Lumber t - COMPOSITES1 " Y , `Weyerhaeuser : Lumber : 5+ Section 0617 13=Laminated Veneer Lumber Weyerhaeuser Green Stud • t ' . r Section: 06-17 23 -Parallel Strand Lumber 1 - iLevel® Edge- Engineered Wood Panels •' °' ` ' Section: 0617 25=Laminated Strand Lumber ; • , ' ,.. ,'- iLevel® Edge Gold? Engineered Wood Panels rr . REPORT HOLDER: a'` "" a diant$amer;Sheat'in -WEYERHAEUSER A ' Weyerhaeuser® Sheathing x�rr r'r ' POST OFFICE BOX 8449 ; i� `'. IDAHO 83707r Weyerhaeuser® Plywood ' ,BOISE, 888-iLevel8 (1-888-453-8358) .. Building Optimization Software: f�i` ,- JUN http:/1www.iLevel.com .l ` iLevel® Javelin® Design Software' �_', . ®� 20��,. i - http:/Iwww.iLevel.com/areeniuildin;/buildiii-g.aspx ^ TJ-Xpert®Software ' iLevelOweverhaeuser.com• iLevel NeeSite Site Solutions •• ,� ADDITIONAL-LISTEES: �It zt r ' e 1.0 EVALUATION. SCOPE r ' , REDBUILT LLC-•, .. �r s' �. • "'� - - f ,_ -" "' Compliance with the following evaluation guidelines 200 EAST MALLARD DRIVE, r ' r` ` • BOISE, IDAHO 83706, ," ."1 t ■ ICC -ES , Evaluation Guideline Jor. "Determination of ' ' i• r r ' Biobased Material Content (EG'102), dated October,. PACIFIC WOODTECH CORPORATION - ..,2008— 2008 } -• ' 1850 PARK LANE , .. ■ ICC -ES • Ev`aluat on •Guideline for, Determination of ' r POST OFFICE BOX 465; a , .' , Regionally. Extracted, • Harvested or Manufactured' • BURLINGTON, WASHINGTON 98233 'Materials or Products (EG104), dated October 2008 �. MURPHY ENGINEERED WOOD PRODUCTS DIVISION_ . ■ ICC -ES Evaluation Guideline for Determination of r' , - " 412 WEST'CENTRAL s Formaldehyde • Emissions of Composite Wood and 'A SUTHERLIN, OREGON 97479 { a� •' f " , w En gineered.Wood'Products (EG108), dated October j. 2008 ' ANTHONY-DOMTAR INC ■ 'ICC -ES Evaluation Guideline for Determination of -.. 1195 PEOPLES ROAD Certified. Wood and. Certified Wood Co ntent° in SAULT STE MARIE Products (EG109)•, dated October 2008. w ONTARIO P6C 3W7 CANADA ' T Compliance eligibility with "the applicable sections of-;. 2 , T '' the following green building rating systems;-stinndards , • #EVALUATION SUBJECT i V, and codes: rt ' t Structural Wood Products:, ■ National Green Building Standard (ICC' 700-2008) (see « iLevel®Trus Joist® TJI®Joist' - Table 2 for details) ` f ° ` iLevel®Trus Joist®TimberStrand® LSL f ■ LEED for Homes 2008 (see Table 3 for details) . H iLevel® Trus Joist® Parallam® PSL : `LEED: 2009�'for'• New Construction ,and^ Major r `-iLevel®Trus Joist® Parallam® Plus PSL !- Renovations see Table 4 for details ) '• t( .� iLevel® Trus Joist® Microllam® LVL •_ �' _ ■ LEED 2009 for Schools New Construction and Majora iLevel®Shear Brace f • Renovations (see Table 5 for details), 1.' ' +• iLevel® Trus Joist® StrandGuardo TimberStrand® LSL t' - ■ LEED 2009 .for Core and Shell Development (see . • ` _ iLevel®Framers Series® Lumber " ' •Table 6 fordetails), • ` iLevel, Microllame ,Parallam® , TimberStrand,® , StrandGuard® ,Trus . , rrte !` Joist!,TJI® ,Framers Series® ,Javelin®- , TJ Xpeand NextPhase . ares reqistered trademarks. and EdcieTm, Edge GoldTm and Pro SedesTm are trademarks of Weverhaeuser NR Comoanv. LCC -ES Per fttation of Attributes Reports are issued under the /CC -ES Sustainable Attributes Verification arrd Evaluation Progrtvn (SAVE). These reports' are not to.be constnred 'ir. •- . " as representing aesthetics crony other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for - •� r its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any produa covered by the report Copyright 0 2011 r s� ' x 'Page. I of 11 VAR -1008 1 Most Widely Accepted and Trusted Page 2 of 11 ■ LEED 2009 for Commercial Interiors (see Table 7 for details) ■ LEED for Existing Buildings 2008 (see Table 8 for details) ■ 2010 California Green Building Standards Code (CALGreen), Title 24, Part 11 (see Table 9 for details) ■ ANSI/GBI 01-2010 - Green Building Assessment Protocol for Commercial BuildingsConstruction (see Table 10 for details) ■ ANSI/ASHRAE/USGBC/IES Standard 189.1-2009 - Standard for the Design of High -Performance Green Buildings, Except Low -Rise Residential Buildings (see Table 11 for details) 2.0 USES iLevel and Weyerhaeuser structural wood products are used for a variety of interior and exterior framing and sheathing applications. iLevel Javelin, TJ-Xpert and iLevel NextPhase Site Solutions are building optimization solutions consisting of a coordinated package of services, software, and fabrication equipment used for customized design and detailing of structural building products for individual projects, including complete framing plans and precut framing package options. 3.0 DESCRIPTION iLevel and Weyerhaeuser structural wood products are manufactured from various wood species bonded with structural adhesives (where applicable) complying with applicable ICC -ES reports as indicated in Table 1. iLevel structural design software (Javelin and TJ-Xpert) specifies optimized combinations of residential engineered wood products and dimension lumber in layouts for floor, wall, and roof systems with detailed framing plan and material list outputs. iLevel NextPhase Site Solutions combine products, integrated design and fabrication software, fabrication equipment, support and training to enable precut or panelized framing packages to be delivered directly to a jobsite. 4.0 CONDITIONS 4.1 Code Compliance: The iLevel and Weyerhaeuser structural products that have been evaluated for compliance with, or otherwise deemed to comply with, the requirements of the International Codes are listed in Table 1 of this report. The evaluation of the iLevel Javelin, TJ-Xpert and NextPhase Site Solutions building optimization solutions for compliance with the requirements of the International Codes is outside the scope of this evaluation report. Compliance with all applicable code requirements must be demonstrated to the Authority Having Jurisdiction (AHJ). 4.2 Green Rating Systems, Standards and Code Eligibility: The information presented in Tables 2 through 11 of this report provides a matrix of areas of evaluation and corresponding limitations and/or additional project -specific requirements, and offer benefit to individuals who are assessing.eligibility for credits or points. The information on Life Cycle Assessment (LCA) is limited to the boundary conditions, the Life Cycle Inventory (LCI) inputs that consist of aggregated data and the methodology contained in the documentation noted in Section 5.10 of this report. The acceptance of this LCA information rests with the end-user. See Appendix A of this report for additional discussion on LCA. The final interpretation of the specific requirements of the respective green building rating system and/or standard rests with the developer of that specific rating system or standard or the AHJ, as applicable. Decisions on compliance for those items noted as "Eligible for Points" in Tables 2 through 11 rests with the user of this report, and those items are subject to the conditions noted. The user is advised of the project - specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. Rating systems or standards often provide supplemental information as guidance. Compliance for items noted as "Verified Attribute" are also subject to any conditions noted in the tables. 5.0 BASIS OF EVALUATION The information in this report, including the "Verified Attribute," is based upon the following supporting documentation: 5.1 ICC -ES EG102. [Evaluation applies to ICC 700 Section 606.1(2); CALGreen Section A5.405.2; ANSI/GBI 01-2010 Section 10.2.1.1; ASHRAE 189.1 Section 9.4.1.3.] 5.2 ICC -ES EG104. [Evaluation applies to ICC 700 Section 608.1; LEED Homes MR2.2(c); LEED NC MR 5; LEED Schools MR 5; LEED C&S MR 5; LEED Cl MR5; LEED EB MR 3; CALGreen Section A5.405.1; ANSI/GBI 01-2010 Section 10.1.4.1; ASHRAE 189.1 Section 9.4.1.2.] 5.3 ICC -ES EG108. [Evaluation applies to ICC 700 Section 901.4(6); LEED NC Credit EQ 4.4; LEED Schools EQ 4.4; LEED C&S EQ 4.4; LEED Cl EQ 4.4; LEED EB Credit MR3; ASHRAE 189.1 Section 8.4.2.4.] 5.4 ICC -ES EG109. [Evaluation applies to ICC 700 Section 606.2(2); ANSI/GBI 01-2010 Section 10.3.2.1; ASHRAE 189.1 Section 9.4.1.3.1.] 5.5 Documentation demonstrating conformance with HUD PATH and DOE recommendations for advanced framing techniques, as summarized in Table 12 of this report. Note that the iLevel Shear Brace may be eligible when used to achieve a target reduction of 50 percent or more in square footage of wall bracing constructed on site. [Evaluation applies to ICC 700 Section 601.2; LEED Homes MR 1.4; CALGreen Section A5.404.1.] 5.6 Software output of the iLevel Javelin and TJ-Xpert software with detailed framing or structural plans, material quantity lists and on-site cut lists for framing, structural materials, and sheathing materials, to assist with waste minimization. [Evaluation applies to ICC 700 Section 601.4; LEED Homes MR 1.2, 1.3 & 1.5, CALGreen Section A4.404.1 ] 5.7 Software output of the iLevel NextPhase Site Solutions software with detailed framing or structural plans, material quantity lists and precut framing packages to assist in waste minimization. [Evaluation applies to ICC 700 Section 601.5(1); LEED Homes MR 1.2, 1.3 & 1.5, CALGreen A4.404.1.] 5.8 Evidence of compliance with AWPA Standard T1-09, Table 3. [Evaluation applies to ICC 700 Section 602.8.] VAR -1008 I Most Widely Accepted and Trusted Page 3 of 11 6.9 Documentation establishing and documenting all 6.0 IDENTIFICATION major sources of primary manufacturing energy.iLevel and Weyerhaeuser structural wood products are [Evaluation applies to ICC 700 Section 606.3.] identified with a stamp noting the name or logo of the 6.10 Consortium for Research on Renewable Industrial manufacturer (iLevel, Weyerhaeuser), the plant number, Materials (CORRIM) Phase; 1 report • (available at the product trade name and the ICC -ES evaluation report http://www.corrim.org/reports/2006/final phase 1/ind number (if applicable), and the name or logo of the ex.htm), containing an LCA analysis performed in inspection or grading agency. The report subjects are also accordance with ISO 14044. [Evaluation applies to identified on the product and/or packaging with the VAR ICC 700 Section 609.1; CALGreen Section A5.409.1; number (VAR -1008) and the ICC -ES SAVE Mark, as ASHRAE 189.1 Section 9.5.1.]applicable. '6.11 Documentation establishing that the environmental , management system conforms to the requirements of ; ISO 14001 or equivalent. [Evaluation applies to ICC 700 Section 610.1.] TABLE 1—REFERENCE STANDARD OR EVALUATION REPORT NUMBER FOR ; iLEVEL AND WEYERHAEUSER STRUCTURAL WOOD PRODUCTS ' PRODUCT REPORT NUMBER/ REFERENCE STANDARD iLevel Trus Joist TJI Joist ESR -1153 iLevel Trus Joist TimberStrand LSL ESR -1387 iLevel Trus Joist Parallam PSL ESR -1387 iLevel Trus Joist Microllam LVL r ESR -1387 iLevel Shear Brace ESR -2652 iLevel Trus Joist StrandGuard TimberStrand LSL: ESR -1387 iLevel Framer Series Lumber USDOC PS20 Weyerhaeuser Pro Series Lumber - USDOC PS20 Weyerhaeuser Lumber USDOC PS20 iLevel Green Stud USDOC PS20 iLevel Edge USDOC PS2 • iLevel Edge Gold USDOC PS2' iLevel Radiant Barrier Sheathing USDOC PS2 Weyerhaeuser Sheathing USDOC PS2 Weyerhaeuser Plywood USDOC PSI ` _ 4 • VAR -1008 Most Widely Accepted and Trusted Page 4 of 11 1 TABLES 2 THROUGH 11- - r, '•T � ''� - . • � _ , � .. O =Eligible for points e • = Verified attribute -47 = t = This provision does not apply to this product/service Note: Footnotes are located after Table 11. C Section # Section Intent . Possible • Conditions of Use to Qualify for Points 1 a J E in , Points 'E N v � c 3 c in .2 �' o pq a ry , f� ddO12 M.Ed $' Q �x 1• r y .' x a. 0. � a H z ! w w h a J LL 0 H� (U)� TABLE 2—SUMMARY OF AREAS OF ELEGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2008) Building -code -compliant structural systems or •floor, 3 each, ' To earn 3 points the framing methods listed in Table 12 must be used for • " 6.01.2 advanced framing techniques are implemented that wall or roof framing. To earn points they must be used for all Boor, + w O :. • ' ? O O O _ • O O° optimize material usage 9 maxwall and roof framing , ` - . .4 ` ' Detailed framing or structural plans, material, quantity r' • + " ntc: ' r 601.4 lists and on-site cut lists for framing, structurl +4 l To earn 4 points the software generated plans/lists must be on site • ; ,•, ; ° E �, O O materials, and sheathing materials are provided Precut or preassembled components, or panelized or s To earn 4 points the precut package must be used for 90% or more of the err 60.1 .5(1) . precast assemblies are utilized fora minimum of 90 4 floor system y v O percent of the floor system = ' To eam 6 points all structural elements must be termite resistant in areas of a r s} 602.8 Termite -resistant materials are used 6 heavy termite infestation.2 or 4 points are available for areas with lower. y ': u • �S infestation probability Two types of biobased materials are used, each for To earn 6points products must be at least 1% of the construction material 606.1(2) more than 1 percent of the project's projected 6 cost AND another bio -based product at 1 % of material cost must be used. 1 • • • • • • building material cost or 3 points are available for greater than 0:5% Two certified wood -based products are used for To earn4 points a second certified wood product must also be used as a:+, • 606.2(2) major elements of the building, such as all walls, 4 major element •'° •'° •' •'° •i° •' floors or roof Y: Materials are used for major components of the f building that are manufactured using a minimum of 2 each To earn 6 points the products must be used for at least 3 major components 606.3 33 percent of the primary manufacturing process 6 max of the building. 2 points may be earned when used for each major • •e. • • • -' energy derived from renewable sources, combustible component - waste sources, or renewable energy credits Products containing fewer materials are used to 3 each To earn 3 points at least 80% of framing products used in the building are 607.1 ► achieve the same end-use requirements as ' 9 max Level products _ • s • • • • :' . ; conventional products . O =Eligible for points e • = Verified attribute -47 = t = This provision does not apply to this product/service Note: Footnotes are located after Table 11. of VAR4008 ( Most Widely Accepted and Trusted "' ' r Page 5 of 11 TABLES 2.THROUGH 11 (Continued) ' -f O = Eligible for points r ?n �• �j'` +p • = Verified attribute G ." y y 1��' .i ;+i..,'� y 1 a•- it $ r y[y' a 11. 's •`' - ^ • O 5 Section #, ` Section Intent, •« �Posslble ia' i ,` v j • +.'Conditions of Use to Quality for Points t - ,. ca 'f co n . a ' Note: Footnotes are located after Table 11 V)i E a �, �' Points ; • * _ N E v J J N c,a _J m �' gj �° r°n d. •r •'�' i.c (9� V) cj �`rmcd o E E d'`—°`-0 .E 0� m za N C dna m r n + i 4 vv�mc u)l Q E m �m c �� d ` r• w w a U) a' eE _J U_ O a S f a ur a w> z - TABLE 2 (Continued) ' To earn 2 points verify local products that are originated, produced, grow 608.1 Indigenous materiels �.a 2 each naturally or occur naturally within 500 miles (805 km) of the Job site..This, O O O O ' 'O O " • +., + •* .: ; - 10 max can be done by use of the regional distance calculator at www.ilevel.com2 . A more environmentally preferable product or , • ` •* _ • -, l s.. i" assembly is selected for an application based upon To gain 15 points an ISO 14044 -complaint LCA must be done on a whole . •' r z , 609.1 the use of a Life Cycle Assessment (LCA) tool 3 each, building basis, such as that contained in the CORRIM report at ' • •' • • A�f complying with ISO 14044 or other recognized , .15 max www.corrim.org. 3 points may be earned where comparative LCA is done for ` . ' "z + standards that compare the environ mental impact of, individual products or systems w building materials, assemblies, or the whole building • a - Product manufacturer's operations and business y ' 1 point may be earned for each building products used that equals 1 percent '- T practices include environmental management system P 9 Y 1 er % P or more of the estimated total building materials cost. Material cost 9 • • •e ' •8 ' • '^" 610.1 - concepts, and the production facility is ISO 14001 10 max breakdown to be verified and points adjusted to reflect actual percentage of , ,• d - ' certified or equivalent ., all products from ISO 14001 facilities r Structural plywood used for floor, wall, and/or roof j sheathing compiles with DOC PS 1 and/or.DOC PS - 2. OSB used for floor, wall, and/or roof sheathing, m' • To meet this a minimum of 85% of or plywood in the building must ' 901.4(1) complies with DOC PS 2. The panels are made with a, r +' c 9 consist of iLevel or Weyerhaeuser products, _ • • t, r, k moisture -resistant adhesives and the trademark f r F indicates the adhesives are Exposure 1 or Exterior (plywood) and Exposure•1 (OSB) Non -emitting products, which can include structural ,4 4 A minimum of 85% of product in the building are the identified iLevel •' • •'! • • 901.4(6) wood framing products '' ,..«+13. i The moisture content of lumber is sampled to ensure` To earn 4 points the moisture content of lumber must be determined to not • 'r s * ; 903.4.1(3) it does not exceed 19 percent prior to the surface 4 !, • v exceed 19 % such as measuring with a moisture meter, prior to enclosure t O and/or wall cavity exposure -f O = Eligible for points r ?n �• �j'` +p • = Verified attribute ;: This provision does not apply to this product/service ' Note: Footnotes are located after Table 11 ' VAR -1008 Most widely Accepted and Trusted r, ` • Page , Pa e6of11 ' - TABLES 2 THROUGH 11 (Continued) = tsgime Tor points , • = Verified attribute = This provision does not apply to this product/service- ' Note: Footnotes are located after.Table 11. .. Section # F on Intent Possible `' i Conditions of Use to Qualiy for Points c . E' `m � . a J, V) J $' J E a >v E' o 'C Points. _ < m •E N_ E J CNJ'2 F N pto - , ' - o m c r9 C 'L� o • .0 y 8 (/�� E E L" N N ' E l0 m (b C t . �❑ c. . e - - .. •i. w �' C N Q • a ... •-. _• • �, • O V IOL E' 2 E N � � N L ca a) ty . W W Wmd J u -(9 a F Ham Na N •�F- Z TABLE 3—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED FOR HOMES 2008 MR 1.2 Detailed framing documents 1 Visually verify detailed framing plans and/or stypes of work OL O MR 1.3 Detailed cut list and lumber order 1 ` To earn 1 point verify that detailed framing cut list and lumber order are ` T O O used 4 MR 1.4 Framing efficiencies ' , 3 max To earn 1 point verify that advanced framing measures in Table 12 are used ' O ' ' O O .O O O a L- = O for floors, walls OR roof framing . To earn 4 points use off-site panelized or modular, prefabricated r• '1 O MR 1.5 Off-site fabrication - 4 construction' fv MR 2.1 FSC certified tropical wood L` 0.5 each 8 max To earn 0.5 point per component use FSCcertdied tropical wood ° • " a a a' a a a To earn points use products that are extracted, processed and Environmentally preferable products for roof, wall and 0.5 each , manufactured within 500 miles (805 km) of the site for a minimum of 90°h 1 +. MR 2.2(c) floors; interior and exterior framing and sheathing , 8 max (by weight or volume of the component. Source distance can be done by . O O O _ O O O ti use of the regional distance calculator at www.ilevei.com2 `TABLE 4—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR NEW CONSTRUCTION AND MAJOR RENOVATIONS' f MRS ` To earn 1 point use products that are extracted, processed and (MR 5.1) Regional materials (10% of content) 1 manufactured within 500 miles (805 km) of the site for a minimum of 10% (by cost) of total materials value. To earn 2 points use a minimum of 20%. Source distance can be done by use of the regional distance calculator at " _ O O O O O O r I MR 5Regional u materials (20/0 of content) 2 O O O O O. O ' (MR 5.2) * www.ilevel.wm� c To earn 1 point use a minimum 50% (based on cost) of,wood-based a a' a a a a MR 7 Certified wood ' t materials/products certified to FSC requirements ° rev. materials To earn 1 point use wood composite wood products containing no -added ' •y ` r; .. *- • • ' ' EQ 4.4 Low emitting 1 urea -formaldehyde resins • f z - • • r TABLE 5—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR SCHOOLS NEW CONSTRUCTION AND MAJOR RENOVATIONS MRS ' To earn 1 point use products that are extracted, processed and f,' "• (MR 5.1) Regional materials (10% of content) 1 manufactured within 500 miles (805 km) of the site for a minimum of 10% O O O O O O (by cost) of total materials value. To earn 2 points use a minimum of 20%. O , O O O- O O , MR 5, Regional materials (20% of content) 2 Source distance can be done by use of the regional distance calculator at (MR 5.2) www.ilevel.Com' + To earn 1 point use a minimum 50% (based on cost) of wood -based a` a a a . a e 'MR 7 Certified wood 1 materials/products certified to FSC requirements ° ! Based on the LEED for Schools PIECAP, It is permissible to substitute W '� r r ' ED 4.4 Low emitting materials f` t LEED 2009 for New Construction EQ •4 Low Emitting Materials credits in • ,' • • . place of corresponding LEED 2009 for Schools EQ 4 Low -Emitting Materials - credits. a , = tsgime Tor points , • = Verified attribute = This provision does not apply to this product/service- ' Note: Footnotes are located after.Table 11. .. VAR -1008 I Most Widely Accepted and Trusted: " ' 1 ^ ~ . r Page 7 of 11 - ' TABLES 2 THROUGH 11 (Continued) O = Eligible for points • =Verified attribute This provision does not apply to this product/service ,« _ f r 1• Note: Footnotes are located after Table 11. • - ' ' t - w CO . � ta, t I� . ' � ' t ,r�• � - i • « =t .;f � .. �• _ ,•jf, , • +4k ••� L \ C. 511 S F�, . r'.. C1. ^+ • r .. .. . l '. ' J w .. ...fir+, v a 0 Section # 5 Section Intent " Possible"• Conditions of Use to Quality for Points • J E F`, Points • ' �. - E J E c u) J a 1. E �' ? „• to yh St . b, ,2r. r J y �+. r t' a m c C N • N k, a E m a u) , N (7�goma o E d ' —L° m cn X La `• ee r �.: o m E • E �o a a10i z - j W W WCna Jti0a 1=a co .TABLE 6—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR CORE AND SHELL DEVELOPMENT r *• o' MR 5 fir: « To earn 1 point use products that are extracted, processed and (MR 5.1) Regional materials (10% of content) `? _ r 1 manufactured within 500 miles (805 km) of the site for a minimum of 10%, O ?+ t O O 0. O O qr ' " (by cost) of total materials value. To ear 2 points use a minimum of 20% ' O' i " O O O O O MR 5 , - Regional materials (20% of content) 2- Source distance can be done by use of the regional distance calculator at (MR 5.2) y_ _ _ www.ilevel.Coma ,- h 7" + 1 Toearn 1 point use a .minimum 50% (based on cost) of wood -based y 4, a ., _ a r 4 d a MR Certified wood materials/ roducts certified to FSC r uirements a , EQ 4.4�1 Low emitting materials '; 1 To eam 1'point use wood composite wood products containing no -added • • • • • ,n urea-fornaldeh de resins : ~'`' `t _ TABLE 7—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009. FOR COMMERCIAL INTERIORS MR 5lRegional' ' To earn .1 point use products that are extracted, processed and - (Option 1) materials (20% of content) ; ... • 1 manufactured within 500 miles (805 km) of the site for a minimum of 20% (by cost) of total materials value, including fumiture, To eam 2 points use a ' O O O O O O _ MR 5 Regional materials (Meet Option 1+ 10% of content) ' 2 minimum of 20% +•10%. Source distance can be done b use of the y. O O O O„ O O (Option 2) _ regional distance calculator at www.ilevel.com y • To' eam 1 point, use a minimum, 50% (based on cost) of wood -based , _^ ] _+ MR 7' Certified wood — 1 materials/products certified to FSC requirements°. Furniture material value t a •. a o e' �a e - .� _ is also included in determination of certified wood content EQ 4.4. Low emitting materials . 1 To earn 1 point use .wood composite wood products containing no -added ti *• • • • • • y.' • ;r x urea formaldehyde resins TABLE 8 -;:-SUMMARY OF, AREAS OF ELEGIBILITY WITH USGBC'S LEED FOR EXISTING BUILDINGS 2008 " v Maintain a sustainable purchasing program where the purchase of products materials contain a minimum of 50% materials (by cost) are extracted, processed and - " O O R O O Regional manufactured within 500 miles (805 km) of the site. Source distance can be O O _ ' done by use of the regional distance calculator at www.ilevel.com2 MR 3 1 . Maintain a sustainable purchasing program where the purchase of products , Certified wood. �, _ a�' contain a minimum -50% (by cost) of, wood -based materials/products a r <: a' a f a a t certified to FSC re uirements° ' r r Maint�in'a sustainable purchasing program where the purchase of wood p Low emitting materials "` `' composite wood products are those that -contain: no -added urea ; • '« �" • .- • • • ' fornaldehyde resins ' r O = Eligible for points • =Verified attribute This provision does not apply to this product/service ,« _ f r 1• Note: Footnotes are located after Table 11. • - ' ' t - y VAR-1008Most Widely Accepted and Trusted _ r Page 8 of 11� ' TABLES 2 THROUGH 11 (Continued)• ` O - = Eligible for points J ` • = Verified attribute {• = This provision does not apply to this product/service Note: Footnotes are located after Table 11. : - - ," o SecIon # 'Possible Section Intent Conditiointsns of Use to Quality for Points t rn m a J E J? � -a J u N E a B B� i n m = !n E 12 co % a W O ki c o d o. 'a `w`3. 4) LL0a I.- PZ rna. c ' TABLE 9—SUMMARY OF AREAS OF ELEGIBILITY WITH 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 4.504.5, Composite wood producfemissions ,, Mandatory EWP and lumber products do not apply to the composite wood product _ ti 5.504.4.5 definition' o E '4.505 Moisture content of lumber may be measured with an appropriate handheld Moisture content of bulding'materials Mandatory moisture meter O A4.205.1, Radiant roof barriers ,.. Elective Radiant barrier sheathing has been tested in accordance with ASTM C-1371 r O A4.404.1 • ' •"' Proper beam, header and trimmer design - Elective Beams and headers and trimmers are the minimum size to adequately p 0 O O O O .4% • support the load ,; w Products containing fewer materials are used to A4.404.3 achieve the same end-use requirements as Elective Use premanufacture`d building systems as a substitute for solid lumber` ; • • • • '` v x conventional products A4.404.4 Detailed cut list and material order Elective Material lists are included in the plans which specify material quantity and , w, 01 O . provide direction for on-site cuts. - .? A4.405.4 41.` Materials from renewable sources (such as engineeredwood and solid (3) 8 (5) Renewable sources Elective wood products), - • , • • • • • + Advanced framing methods shall not conflict with structural framing methods r A5.404.1 Advanced wood framing techniques Elective or fire -rated assemblies required by the California Building Code. (See Table O O O O O Os re .� 12) P, Verify local products that are extracted, processed and manufactured within `O • ' A5.405.1 Regional materials . - Elective California or 500 miles (805 km) of the job site. Use regional distance O O O O O `A5.405.2 ` calculator at www.ilevel.oemZ- Bio -based materials' Elective All iLevel wood products are qualified as biobased • • • • • • A5.405.2.1 Certified wood ' Elective Under review by Celifomia Building Standards Commision s N/A ' N/A WA N/A'_ N/A N/A + A5.409.1' be cycle assessment Elective Select materials or assemblies based on an LCA done in accordance with O O O O d 0, O ISO 14044; such as that contained in the CORRIM report at www.corrim.org , TABLE 10 - , VAR -1008 Most Widely Accepted and Trusted x, a Page -9 of 11 • u TABLES 2 THROUGH 11 (Continued) O = Eligible for points r ' • = Verged attribute • .- _ t.•.' = This provision does not appy to this product/service _ a. 3 'Certification is required of the manufacturer only. Vendor Chain of Custody Is not required to qualify for this point., �. V < 'r ?Distance calculator provides distance from source to mill and mill to site in a straight line. u.}� J' - tt. ' 'Applicable only when a third -party prefabricates the framing package prior to arrival on the site. NextPhase Solutions allows for either prefabrication off-site or assembly on-site using materials labeled and cut to precision -end- , . •. ° trim dimensions off-site. °Forest certification credit currently` resources FSC exclusively. Credit of other certification schemes is at the discretion of the verifier.', J ' sCGBSC recognizes Importance of use of certified forest products however the speck requirements are currently under development. " - .. l�iy w �4 n �7 • r - � -,`, .1., 1 _ .. • !•'' . ^lV ♦ L. '. • , _ OAddftional ustees have not been evaluated for renewable energy or ISO 14001 EMS systems r • , «`r - ' LVL from RedBuilt and Anthony -Domtar are not labeled as SFI certified, but these_ locations source materials following FSC procurement policies.. O N/A = Not applicable .. t M1 a , '. _ .. ; , t 4 •� . Possible ' Points ~ N E " u J $,0- sectionN # y. _ r Section Intent a Points Conditions of Use toQualityfy Tor < - , ;; m ' E � E F= m N J < %E t4� fv mEE C J woa c W a2 mw m yL C7 c ry °, y N 'o ani m `� m m n "IDLa 0 a ' 4 07it rn o7 o WE . E m c X t" , - • j; •'ih t T ,W W K cod. 0 J LLL CL H ~ a i a 0 7 H z' - _ TABLE 11—SUMMARY OF, AREAS OF ELEGIBILITY WITH ASHRAE STANDARD 189.1-2009 - 1 8.4.2.4 • r Composite wood product emissions a Prescriptive EWP and lumber products exempt from the composite wood product - • s , f M ?i, b• r option • emissions requirements` Wood products containing wood from endangered species shall conform to t� 9.3.2 Extracting, harvesting and manufacturing Mandatory trade requirement of CITES • • • r 1 • t Y9 r A minimum of 15% of building materials or products used are. 9 'Regional t Prescriptive extracted/harvested/recoverd or manufactured within 500 miles (805 km) of ` O O 9.4.1.2 materials ' option the site. Source distance can be done by use of the regional distance" ° :. O „� O �.• �, calculator at www.iievel.com' ' a .1.3 a.+: Biobesed products, Prescriptive . All iLevel wood products are qualified as biobased :'• • • • • • r option r99.4.1.3. Chain of custody compliance is through one of three available options: 1) an n 4 t on -product chain of custody label, 2) chain of custody paperwork, or 3) , 1 Wood Building Components - Prescriptive vendors may supply to the AHJ a statement that the annual average amount` 010 010 O' O10 O10 010 •- 4. z • _ 4 ` option, of certified content of the total annual wood products purchased by the •A � ` vendor is 60% or greater, for whit_ h they have chain of custody verification_ • -- not older than two years Performance Select materials or assemblies based on an LCA done in accordance with • f•. a4 " ? 9.5.1 Life cycle assessment ISO 14044, such as that contained in the CORRIM report at www.corrim.org1-0 O O r OOO.�:option q. R, O = Eligible for points r ' • = Verged attribute • .- _ t.•.' = This provision does not appy to this product/service _ a. 3 'Certification is required of the manufacturer only. Vendor Chain of Custody Is not required to qualify for this point., < 'r ?Distance calculator provides distance from source to mill and mill to site in a straight line. ' 'Applicable only when a third -party prefabricates the framing package prior to arrival on the site. NextPhase Solutions allows for either prefabrication off-site or assembly on-site using materials labeled and cut to precision -end- , . •. ° trim dimensions off-site. °Forest certification credit currently` resources FSC exclusively. Credit of other certification schemes is at the discretion of the verifier.', J ' sCGBSC recognizes Importance of use of certified forest products however the speck requirements are currently under development. " - t .This area Is not be confused with the provisions of EQ 4.4 in LEED (Tables 4, 5, 6, 7, and 8) because the California Air Resources Board (CARE) does not regulate engineered wood product emissions and are exempt in ASHRAE 189.1. ry • • ' 'Note that PS -20 lumber products with a moisture content >19% are shipped wet with fungicide protection. Engineered wood products and sheathing are shipped dry with MC < 10%. ' ,,'Per Section 5.5 of this report, Shear Brace may be eligible when used to achieve a target reduction of 50 percent or more in square footage of wall bracing constructed on site. p, • , _ OAddftional ustees have not been evaluated for renewable energy or ISO 14001 EMS systems r • , `Weyerhaeuser, Murphy and Pacific WoodTech locations are certified to efther SFI certified sourcing or SFI chain of custody. RedBullt and Anthony -Domtar locations are certified to FSC chain of custody. TJI joists or Microllam ' LVL from RedBuilt and Anthony -Domtar are not labeled as SFI certified, but these_ locations source materials following FSC procurement policies.. N/A = Not applicable .. t M1 a , '. _ .. ; , t 4 •� •�- .4, 1� .t ,+ ri , 4' � ..• ' 7 'y 4.V ..' � �•G .• � < 0. t. Jr .0 J W • +'fir. A• VAR -1008 I Most Widely Accepted and Trusted Page 10 of 11 -TABLE 12 -ADVANCED FRAMING TECHNIQUES For SI: 1 inch = 25.4 mm. '✓ represents that the criteria is deemed to comply when conditions are met. 2 I ICC -700 Section 601.2, 3 points may be gained for each advanced framing technique that exceeds 806/6 usage in the building up to 9 points maximum. See references in 601.2 commentary for additional details on prescriptive -based compliance criteria. 3 I LEED for Homes Section MR 1.4, Table 23, alternative measures to Table 23 are eligible for points if they save comparable amounts of framing material. °Other framing techniques as permitted by the U.S. Department of Energy's Office of Building Technology, State and Community Programs, subject to approval by the AHJ. RATING SYSTEM/CODES' ICC -700` LEED-HOMES CALGREEN PRESCRIPTIVE -BASED COMPLIANCE CRITERIA 19.2- or 24 -inch OC floor framing ✓ ✓ ✓ 19.2- or 24 -inch OC bearing walls ✓ ✓ ✓ 24 -inch OC roof framing ✓ ✓ 24 -inch OC interior partitions ✓ ✓ ✓ Single top plate walls ✓ See footnote 3 ✓ Right sized or insulated headers (where required) _ ✓ ✓ ✓ Eliminate headers in non-bearing walls ✓ ✓ ✓ Doubling rim joist in lieu of header (2x6 or deeper wall) ✓ See footnote 3 See footnote 4 Ladder blocking at interior wall -to -exterior wall intersections ✓ ✓ See footnote 4 Two stud comer framing ✓ ✓ • ✓ Doubling rim joist in lieu of header (2x6 or deeper wall) ✓ See footnote 3 See footnote 4 Other measures that reduce material usage• • See footnote 2 See footnote 3 See footnote 4 " 'PERFORMANCE-BASED COMPLIANCE CRITERIA" ` Optimized design per Wood Frame Construction Manual, ✓ See footnote 3 See footnote 4 Optimized design per National Design Specification for Wood Construction ✓ See footnote 3 See footnote 4 Precut framing packages N/A ✓ See footnote 4 For SI: 1 inch = 25.4 mm. '✓ represents that the criteria is deemed to comply when conditions are met. 2 I ICC -700 Section 601.2, 3 points may be gained for each advanced framing technique that exceeds 806/6 usage in the building up to 9 points maximum. See references in 601.2 commentary for additional details on prescriptive -based compliance criteria. 3 I LEED for Homes Section MR 1.4, Table 23, alternative measures to Table 23 are eligible for points if they save comparable amounts of framing material. °Other framing techniques as permitted by the U.S. Department of Energy's Office of Building Technology, State and Community Programs, subject to approval by the AHJ. VAR -1008 I Most Kridely Accepted and Trusted. Page 11 of 11 Appendix A Discussion Related to Life -Cycle Assessment A1.0 GENERAL The following information is intended to provide some general background on LCA provisions in existing rating systems and standards. Users are advised that the science of LCA is still evolving and there are no standardized procedures for such an analysis. It must be noted that Section 609.1 of ICC 700, Section A5.409.1 of the California Green Building Standards Code (CALGreen), Section 9.5.1 of ASHRAE 189.1, and. Section 10.1.1 of Green Globes encourage the use of comparative.LCA as means of selecting preferable materials, systems or building assemblies. However, LCA results should not be interpreted beyond the scope of the boundary limits used in performing the LCA. This VAR indicates that iLevel and Weyerhaeuser products may be eligible for points related to LCA by use of the information contained in the documentation noted in Section 5.10 of this report. This appendix discusses additional information required by the user of this report related to achieving points or demonstrating compliance based on LCA output. A2.0 DISCUSSION RELATED TO ICC 700 As indicated in the ICC 700 Commentary, points can be obtained based on the results of an analysis based on an LCA. For the purpose of compliance with the intent of ICC 700, the following steps (as a minimum) are recommended: e Fully define the benchmark material, product, assembly, or structure e Fully define the product or assembly proposed as more environmentally friendly e Fully define the endpoints or boundaries of the analysis (so-called cradle -to -gate, cradle -to -grave, cradle -to -cradle, gate - to -gate, etc). For analyses that go beyond cradle -to -gate, a separate report is recommended for each application or use category. Such reports are also recommended to include a discussion of the sensitivity of the analysis to major assumptions for major parameters. e Employ an LCA method complying with ISO 14044. e Report all applicable attributes of the benchmark analysis and the proposed product/assembly analysis that are relevant to the LCA. The involvement of an individual with experience in the field of LCA and who is knowledgeable in the -latest research and standards related to LCA, from the earliest planning stages through completion. of the final assessment, is recommended. e An independent peer review of the entire LCA methodology and its conclusions by an individual knowledgeable in LCA is recommended. Examples of an LCA that meets these requirements can be found in the series of CORRIM reports (www.corrim:or4) that address a broad range of wood -based building materials. A3.0 DISCUSSION RELATED TO CALGREEN AND ASHRAE 189.1 Similar to the requirements of ICC 700, Section A5.409.1 of the CALGreen and Section 9.5.1 of ASHRAE 189.1 allows the use of selected materials or assemblies based on LCA done.in accordance with ISO 14044: A4.0 DISCUSSION RELATED TO ANSI/GBI 01-2010 Although life -cycle assessment in its broad sense is too complex for standardization at this time, the use of a specific tool (e.g., Green Globes LCA Credit Calculator) in strict accordance with the rating system intent of comparative analysis of specific components of the building is reasonable. However, users are advised to consult with persons familiar with LCA tools when conducting this analysis. Additional guidance regarding the Green Globes LCA Credit Calculator is provided in Appendix N of the Green Globes document. DGOU.MH25027 - Solid -fuel -burning -appliance Accessories Page 1 of 1 Z) C --C76 oti C -- IeC,� TE: c-rve-WG---a l� DGOU.MH25027 Solid -fuel -burning -appliance Accessories Page Bottom Solid-fuel=burning=appliance Accessories See General Information for Solid -fuel -burning -appliance Accessories 20 /i JUN CHIMNEY KING L L C v MH25027 3� 57 NOLL ST WAUKEGAN, IL 60085 USA Decorative termination shrouds, (Type 1 open top style shrouds), UL Classified Models Monarch, Regal, Dynasty, Majesty, Empress, Emperor, Prince,_ Princess, Terra Potta, Spanish Arches, Imperial, Centurion, Sunset (Box Top), Venetian, Colonnades, Georgian, Trumpeter, Octocrown, Pentacrown and Iron Maiden are intended for installation with UL Listed Hearth and Home Technologies (Heatilator, Heat N Glo) Direct Vented gas Fireplaces intended for use with Models D and SL -D (top venting -vertical) Direct Vent venting systems with the Model SLK-991DA vertical termination and the DVP Direct Vent venting system with the Model VP-TV:or DVP-TV or DVP-NCD or DVP-TVHW Direct Vent vertical terminations, per the shroud manufacturers installation instructions. (Type 1 open top style shrouds), UL Classified Models Monarch, Regal, Dynasty, Majesty, Empress, Emperor, Prince, Princess, Terra Potta, Spanish Arches, Imperial, Centurion, Sunset (Box Top), Venetian, Colonnades, Georgian, Trumpeter, Octocrown, Pentacrown and. Iron Maiden are intended for installation with UL Listed Hearth and Home Technologies (Heatilator, Heat N Glo) Woodburning Fireplaces with the SL300 chimney pipe with the Models TS344/TS345, TR342/344 termination capsand the SL 400 chimney with the TS 444/TS445 and TR 442/444 terminal caps per the shroud manufacturers installation instructions. (Type II covered shrouds), UL Classified Models Roundhouse, Barreltop, Bishops Arch, Cardinal, Mediterranean Arch, Arch Angel; Iron Maiden, Aspen, Chalet, Moonbeam, Sentry, Sentinel, High Hat, San Clemente, Warrior, Defender, Multi -Arches, Athenian, Egyptian, Mesa, Hacienda and Iron Maiden intended for use with UL Listed Hearth and Home Technologies (Heatilator and Heat N Glo) Woodburning Fireplaces that use the SL300 chimney pipe with the Models TR342/344 termination caps and the SL 400 chimney with the TR 442/444 terminal caps per the shroud manufacturers installation instructions. Decorative termination shrouds, Mailbox Style Shroud, Home Style Shroud, Pyramid Style.Shroud for use with UL Listed Metal -Fab, Inc. Model Temp Guard factory -built chimney systems, UL Listed Selkirk Metalbestos, Inc. Models UTL and GTL factory -built Chimney Systems or UL Listed Simpson Dura-Vent Model DuraTech factory -built Chimney Systems. Refer to the Chimney System manufacturer's installation instruction for installation specifics. Last Updated on 2007-07-09 Questions? Print this page Notice of Disclaimer Page Too Copyright © 2011 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products.so identified have.been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the rOnline Certification Directory subject to the following conditions: .1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories Inc.@" http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=DG... 2/9/2011 3 LEGACY REPORT NER-216 Re -Issued March 1, 2004 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 a (205) 5939800 Regional Office • 4051 West Rossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 7932305 Legacy report on the 2000 International Building Code®, 2000 International Residential Code®, the 2002 Accumulative Supplement to the International CodesTm, the BOLA® National Building Code/1999, the 1999 Standard Building Code® and the 1997 Uniform Building CodeTm DIVISION 08 - DOORS AND WINDOWS Section 08620 - Unit Skylights VELUX AMERICA, INC. PO BOX 5001 GREENWOOD, SC 29648-5001 1.0 SUBJECT VELUX Roof Windows and Skylights 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural Performance 3.0 DESCRIPTION VELUX skylights are available in Model VS, VSE, FS, and FCM. Various outside frame dimensions are available, ranging in orientation from 15 5/1, inches (389 mm) in width to 55 inches (1397 mm) in length. The VELUX VS, VSE, and FS skylights are constructed of laminated nordic pine wood framing having a specific gravity of 0.47, encased on the exterior in No. 22 gage aluminum cladding. The VS skylight is hinged at the top, and is crank operated to open. The VSE skylight is hinged at the top, and utilizes a production mounted electric chain to open. The FS skylight is a fixed skylight with integral frame. Refer to Figure 1 at the end of this report for typical cross sectional view of the VS, VSE, and FS skylights. Refer to Tables 1 and 2 at the end of this report for sizes and allowable loads for VS, VSE, and FS skylights. The VELUX FCM skylights are curb mounted fixed skylights constructed of an exterior roll -formed aluminum frame. Refer to Figure 3 at the end of this report for typical cross sectional view of the FCM skylights. Refer to Tables 3 and 4 at the end of this report for sizes and allowable loads for FCM skylights. VELUX skylights are available in two glazing options: Glazing Type 0074 consists of a'/, -inch (3.0 mm) thick fully tempered glass exterior pane, a 5/16 inch (8.1 mm) to'/,s inch (11.1 mm) thick airspace, and a 13/4; inch (5.2 mm) laminated heat -strengthened glass interior pane. The laminated heat - strengthened interior pane consists of two plies of 3/32 -inch -thick (2.2 mm) heat -strengthened glass laminated together with a 0.030 -inch (0.76 mm) polyvinyl butyral interlayer. Glazing Type 9910 consists of a'/e inch (3.0 min) thick fully tempered glass exterior pane, a 5/i6inch (8.1 mm) to'/t6inch (11.1 mm) thick airspace, and a 1/4 -inch (6.4 mm) laminated tempered glass interior pane. The laminated tempered glass interior pane consists of two plies of inch -thick (3.0 mm) fully tempered glass laminated together with a 0.030 -inch - thick (0.76 mm) polyvinyl butyral interlayer. 4.0 INSTALLATION VELUX skylights, Models VS, VSE, and FS with integral frame, shall be attached to roof framing members by L-shaped mounting brackets. Four brackets shall be used with Models FS skylights except size 112, which requires six brackets. Six brackets shall be used with all sizes of Model VS and VSE skylights, except four brackets are required for the 21'/2 -inch by 38'/2 -inch (546 mm by 978 mm) and the 21'/2 -inch by 27'/2 -inch (546 mm by 698 mm) VS and VSE skylight models. The brackets are zinc -chromate -coated steel angles 2'/32 inches (51.6 mm) by 1 "/32 inches (34 mm) by 23/64 inches (52 mm),'/, inch (3.2 mm) in thickness. The bracket shall be positioned and premounted on the skylight frame with two No. 8 by 11/, -inch -long (28.6 mm) stainless steel wood screws. At the jobsite, the bracket shall be bent over, tab inserted into the slot, and bent over to lock. See Figure 2. The other leg of the bracket shall be attached with three 11/4 -inch long ring shank nails with 0.150 (3.8 mm) body diameter a 3/,(9.5 mm) diameter head. Where roof sheathing exceeds Y2 inch (12.7 mm) in thickness, fasteners attaching the brackets to the roof deck shall have sufficient length to penetrate wood structural framework a minimum of 3/4 inch (19 mm). The bracket shall be replaced if fractured or broken while being bent at the jobsite. No. 22 gage aluminum or copper flashing shall be attached over the fasteners at the perimeter of the skylights. See Figure 1 for typical installation details for Models FS, VS, and VSE (integral frames). Models FS skylights shall be installed in accordance with the VELUX Installation Instructions, No. V -USA -1171-1200, dated 2000. Model VS skylights shall be installed in accordance with the VELUX Installation Instructions, No. V -USA -1714-0201, dated 2001. Model VSE skylights shall be installed in accordance with the VELUX Installation Instructions, No. V -USA -1715- 0201, dated 2001. /CC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no xarranty by ICC Evaluation Service, Inc., express or implied, .,o any finding or other matter in this report, or as to any product covered by the report. Copyright © 2004 Page 1 of 8 Page 2 of 8 NER-216 Model FCM skylights, curb mounted, shall be mounted to site - built wood curbs by attaching the aluminum frame of the skylight to the site -built curb (evaluation of the attachment of the wood curb to the roof deck is outside the scope of this report). The wood curb shall have a minimum specific gravity of 0.42 and a minimum dowel bearing strength FB of 3350 psi. The skylights are attached to the curb with corrosion resistant fasteners (stainless steel wood screws) furnished by VELUX America Inc. The fasteners shall achieve full penetration into the wood curb. Tables 3 and 4 indicate the number of fasteners to be installed for each skylight model size. See Figure 3 for typical installation details or Model FCM skylights. Model FCM skylights shall be installed in accordance with the VELUX Installation Instructions, No. V -USA -1501-0202, dated 2002. In cases of conflict, installation details described in this report govern over the manufacturers installation instructions. 5.0 IDENTIFICATION The VELUX skylights are identified with the name and address of the manufacturer, the glazing types and the ICC - ES Legacy report number (NER-216). The type of laminated pane shall be identified by a numerical code in the production code which is stamped :into the stainless steel spacer between the panes, located in the upper left corner. The numerical code for the laminated heat - strengthened pane is 74 (VELTERM G*74) and the numerical code for the laminated tempered pane is 9910 (VELTERMG-9910). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturers brochure, 2002 edition (V -USA -1517- 0502 ©1997, 2002). 6.2 Manufacturers installation instructions: 1. Models FS skylights: VELUX Installation Instructions, No. V -USA -1171-1200, dated 2000. 2. Model VS skylights: VELUX Installation Instructions, No. V -USA -1714-0201, dated 2001. 3. Model VSE skylights: VELUX Installation Instructions, No. V -USA -1715-0201, dated 2001. 4. Model FCM skylights: VELUX Installation Instructions, No. V -USA -1501-0202, dated 2002. 6.3 Reports of structural tests in accordance with ASTM E 330, prepared by Architectural Testing, Inc: 1. Report No. 01-39585.01, dated September 14, 2001, on Model VS 01 with 0074 glazing. 2. Report No. 01-39585.02, dated September 14, 2001, on Model VS 01 with 9910 glazing. 3. Report No. 01-37435.01, dated November 29, 2000, on Model VS 2000 with MVA 2000 brackets and 0074 glazing. 4. Report No. 01-35572.01, dated July 14, 2000, on Model VS with 0074 glazing. 5. Report No. 01-35573.01, dated July 13, 2000, on Model VS (2000) with 9910 glazing. 6. Report No. 01-36653.02, dated December 28, 2000, on Model FS with MVA 2000 brackets and 0074 glazing. 7. Report No. 01-35569.01, dated July 7, 2000, on Model FS with 0074 glazing. 8. Report No. 01-35570.01, dated July 7, 2000, on Model FS with 9910 glazing. 9. Report No. 01-35575.01, dated July 14, 2000, on Model FCM with 0074 glazing. 10. Report No. 01-35576.01, dated July 17, 2000, on Model FCM with 9910 glazing. 11. Report No. 01-42322.02, dated November 4, 2003, on Model FCM with 0074 glazing. 6.4 Structural calculations submitted by Architectural Testing, Inc.: 1. dated December 27, 2000, revised October 28, 2001, signed and sealed by Allan N. Reeves. 2. dated July 27, 2000, revised December 26, 2000, signed and sealed by Allan N. Reeves. 6.5 Letter prepared by Architectural Testing, Inc., dated August 25, 2003, signed and sealed by Allan N. Reeves. 7.0 CONDITIONS OF USE The ICC -ES Subcommittee for the National Evaluation Service finds that the VELUX-America Roof Windows and Skylights described in this report comply with, or are suitable alternatives to that specified in the 2000 International Building Code®, 2000 International Residential Code®, the 2002 Accumulative Supplement to the International CodesTm, the BOCA' National Building Code/1999, the 1999 Standard Building Code®, and the 1997 Uniform Building CodeTm, subject to the following conditions: . 7.1 Roof windows and skylights are limited to loads indicated in this report. The allowable loads in Tables 1, 2, 3, and 4 shall not be increased for duration of load. 7.2 Installation conforms with the applicable code and this report. 7.3 For FCM skylights, the evaluation of the attachment of the wood curb to the roof deck is outside the scope of this report. 7.4 . Installations of roof windows and skylights are limited to the following types of construction: 7.4.1 Types III, IV, and V construction in areas where the International Building Code is enforced. 7.4.2 Types III, V, and VI construction in areas where the Standard Building Code is enforced. 7.4.3 Types III, IV, and V construction in areas where the Uniform Building Code is enforced. 7.4.4 Types 3, 4, and 5 construction in areas where the BOCA National Building Code is enforced. 7.5 The glazing of units set at an angle of less than 45 degrees from the horizontal shall be mounted at least 4 inches (102 mm) above the plane of the roof. Exception: In areas using the BOCA National Building Code, the Standard Building Code, or the International Residential Code curbs for skylights are not required on one or two family dwellings when the roof slope is a minimum of 3:12. 7.6 This report is subject to periodic reexamination. For information on the current status of this report, consult the ICC -ES website. L, r 1`4• is required for propel Sheathin drainage whore erav aaaumulati- b ponable Urderluyment ' i 4 VFWX EDL Head Floeh'u,g - +a VERTICAL CROSS SECTION, Insulation • - bderbr trbn } - Headers or t • as required per code(s) ' �k ♦�•t Vapor barrier {Note: Nuet _,Boo be u-d to ovoid mo®tura Horizontal sofft Ming VEWX EDL SI1:�o �� o HORIZONTAL CROSS SECTION VEWX EDL Step Noshb g Underloyment . Wurdinq braeket - - 'r • VerUCd 511 lining Shsathln - • - Outside frame *idth 7 Rough opening - a .. • Fideh framing dimeneian Head--insulation - •. ModeI VSE Blocking Note: Model VSE shown for illustration purposes. , For SI: 1 inch = 25.4 mm. Figure 1 Typical Installation Detail for Model VS, VSE and FS Skylights 'THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY. IT IS NOT INTENDED FOR USE AS A CONSTRUCTION DOCUMENT FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. ,; • - ' • _ ,� `Page 4 of 8 a , r NER-216 s ,Bracket ` �:i t ; • attached' in Production.with" �`• i2 i8 x 1.1,8 Wood.Screws t f ' o - i_ , "� : y •�,, a' �. ,:fir W •... � Rotate Bracket insert & berid o r. J Tabover._ "4 fe.t • t 7 1�.. .,d ' T .F r F.. ,`• , lY �•'- {':`rL �t.. _I ,r, .r� 1''•'lt /,A" Ring Shank Nails, in deck' " y •,i. •,+, i', 'PI _s ... - 3' .. is _ - •j:, w ., . ,- s ,,. • xC, L r y .Figure 2 'Bracket . to Skylight Frame Installation Detail J.ex ,,in_�t' , 41 "- ..- ._. •. t •'. a }_ "� .' i ,.,..,. '. .. + :-THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY.+ IT IS NOT INTENDED FOR USE AS A CONSTRUCTION .* DOCUMENT FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. „� STAINLESS = `- _ CONDENSATION STEEL WOOD -_ - �"` - GUTTER SCREW -- - (CONDENSATE WEEP HOLES ® CORNERS) . ROUGH OPENING UNDERLAYMENT STEP FLASHING - OUTSIDE CURB SHINGLE I 1-1/2" WOODEN CURB 2"X4" MINIMUM DECKING Figure 3 Typical Installation Detail for Model FCM Skylights *THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY. IT IS NOT INTENDED FOR USE AS A CONSTRUCTION DOCUMENT FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. r -Page 6 of 8 NER-216 .Table 1— Models VS, VSE and FS Interior Pane - Laminated Tempered Pane (9910) Unit Size in Inches (and Model #) 15 5/ x 463/ 056 Skylight -Model and Design "Pressures (pounds per square foot) - Venting Skylight Venting Skylight Fixed Skylight VS (manual) VSE (electric) FS Downward Wind Uple ft Downward Wind Uplift Downward Wend Uplift NA NA NA NA NA ` . NA 21'/2 x 27'/2 101 174 63 - 174 63 174 63 21'/2 x 38'/2 104 123 37 123 37 123 37 21'/2 x 463/ 106 155 46 105 40 155 -46 21'/2 x 55 108 129 48 129 48 129 48 21'/2 x 70'/ 112 NA NA NA NA NA NA 235/16 x 23 9/16 (150) _ NA NA NA NA NA NA 235/ x 463/, 156 NA ' NA NA NA NA * NA 305/ x 305/ 302 NA NA : NA NA NA NA 305/ x 381/2 304 85 32 85 32 85 32 305/ x 463/ 306 100 31 72 28 100 31 305/ x 55 308 89 27 89 '27 89 27 443/ x 27'h 601 81 25 81 25 81 25 443/ x 46'/2 606 72 23 72 23 72 23 47 s 3 A NA N A `Page 7 of 8 NER-216 Table 2 — Models VS, VSE and FS Interior Pane =Laminated Heat -Strengthened Pane (74) . Unit Size in Inches t (and Model #) 15 5/ x 463/ 056 Skylight Model and Design Pressures (pounds per square foot)' Venting Skylight VS (manual) Venting Skylight Fixed Skylight VSE (electric) FS Downward Wind Uplift NA NA Downward Wend Uplift Downward W nd Uplift NA NA 144 53 211/2x27% 101 135 63 ' ' 135 63 121 63 21'/2 x 38'/z 104 121 31 121 45 100 45 211/2 x 463/ 106 114 39 101 38 93' 38 211/2 x 55 108 107 48 107 48 85 32 21'/2 x 707/ 112 NA NA NA NA 77 37 ' 235/16 x 23 9/16 (150) NA •NA NA NA 188 68 235/ x 463/ 156 NA' NA NA NA 93 35 305/ x 305/ 302 NA NA NA NA 108 40 • 30'& x 38'Y2 304 85 32 85 32 - 85 32 305/ x463/ 306 82 26 72 28 70 26 . 305/ x 55 308 66 23 66 33 58 '122 443/ x 271/2 601 81 . 26 81• 30 81 30 443/ x 46% 606 59 23 59 37 : 46 18 47 5 x 463 (6 56) NA NA NA NA NA NA P Size t Downward Load3 ` Wind Uplift Load 2222 t Y. 2 per side Notes: `1. 1 in. 25.4 mm 2. Number of fasteners used to attach the unit to curb. Fasteners shall be #8 x 1=1/2 inch (38.1 mm) long stainless - steel wood screws. ~ 3. Downward Load (including dead load) shall be determined from the largest of the following combinations: ' 1)Downward Wind Load + 0.5 (Snow Load) 2)0.5 (Downward Wind Load) + Snow Load 4. 1 psf = 6.895 kPa Table 3 — Model FCM Interior Pane - Laminated Tempered (9910) Model Number Size Fasteners 2 Downward Load3 ` Wind Uplift Load 2222 265/6 in x 265/8 in 2 per side 121 psf 1110 psf , 8 total, . 2246 or 4622 265/ in x 505/ in or in 269/6 in 2 per short side 3 long side 79 psf 84. psf 509/6 x per . 10 total 3030 345/6 in x 345/6 in 3 per side 100 psf- 105 psf 12 total 4646 505/6 in.x 505/6• in 3 per side 40 psf y 45 psf 12 total Notes: 1. 1 in. = 25.4 mm 2. Number of fasteners used to attach the unit to curb. Fasteners shall be #8 x 1-1/2 inch (38.1 mm) long stainless steel wood screws. - 3. Downward Load (including dead load) shall be determined from the largest of the following combinations: 1)Downward Wind Load + 0.5 (Snow Load) 2)0.5 (Downward Wind Load) + Snow Load 4. 1 psf = 6.895 kPa f i Page 8 of 8 NER-216 Table 4 = Model FCM Interior Pane - Laminated Heat -Strengthened (74) Model Number Size' Fasteners 2 Downward Load 3 Wind Uplift Load 2222 265/8 in x 265/8 in 2 per side 121 psf 110 psf 8 total 2246 or 4622 265/ in x505/ in or 50% in 26g/e in 2 per short side long 79 psf 84 psf x 3 per side 10 total 3030 345/8 in x 345/8 in 3 per side 100 psf 105 psf 12 total 4646 505/8 in x 505/8 iri 3 per side 40 psf, 45 psf . 12 total lip 'CJ14-- dlana corleone From: *Chris Alvarez [chris@e cosmartfire.com] Sent: ' Monday,, January 31,2011 5:06 PM • ' • n k' To: 'diana corleone' t• .. , .:;. ; i• Subject: RE: EcoSmart Fire {Diana; % ...' w' �' { . .' • y'' ` , -I am assuming this language was extracted from our specifications under Designer' Features ' .,• �' ��, r The Firebox 90ODB is a rectangular shaped firebox. It is a stainless steel zero clearance firebox designed to accept the EcoSmart"m Burner. The -Firebox 90ODB features a_double opening with a "see-through" ' effect. The Firebox 90ODB is'used in the construction of the -Designer Range EcoSmar m Fire "Vision". The . EcoSmartT'", Firebox 900D6 is designed for indoor installation in units, apartments, houses; and commercial premises including offices, bars & restaurants. . , This=unit_w.ill_have_no:d.etr_imental_effect,if_used=onzan_exterior_wa.Il=application-as,it,has_no_emissions-o,n,its • ex a or side Anparticu.lar_-concerns from_the-La-Quinta,.Building and Safety Department can:be ard'dressed -m---- pecifically if'anyfhing arises. 'Very Best, i Christopher Alvarez -r Christopher Alvarez c' - _ +� JUN,®' Sales Manager EcoSmart Inc 3641,Holdrege Ave, Suite B Los Angeles CA 90016 ' , • - . mobile 1 310 592.3326 phone 1 310 9453335- fax 1°,310 9453339- www.ecosmartfire.com www.e-nra.com From: diana corleone[mailto:diana@southcoastarchitects.com] ^• Sent: Monday, January 31,2011 2:40 PM ,.fo ' To: 'Christopher Alvarez' ' Subject: RE: EcoSmart Fire_' *` Hi. Christopher, ... ^- ._ k • ,... � s`.: • - . ,Y �,$ ,t .^3 .. . ^I sent the information y"o.0 provided me for the vision fireplace to La Quinta Building and' _ - Safety Department along with our plans for plan check review. They sent ius a: correction saying that " the product information supplied does�not allow.the fire place to be y installed as an exterior exposed unit" which does not match what -you wrote (see below). Please review the attached, drawirig with the'detail-I sent•to the building department along with the info you ,provided and .advise.:'� " Thank you for your help DIANA CORLEONE C C ' tz�, :SERVICE. Most Widelv.Ac�eptedand Trusted f IMES Evaluation Report— . - , : ESR -1489 ,' Reissued March 1, 2010 F This report is subject to re-examination in two years. - ► ' vvvvw.icc-es.orp1 (800) 4237.6587 1 (562) 699-0543 ' ' A'Subsidiary of the Inter►iational Code Council® �' - , DIVISION: 67—THERMAL AND MOISTURE PROTECTION_ ' Hip,and ridge tiles are`curved.to approximately one-third . Section: 07320—Roof Tiles , • -,of a- circle, and have widths at the large and small ends of " appoximately 8% and 7 inches (216 and 178 mm),j , REPORT HOLDER: ^j 4 respectively. One nail hole is provided in the small end of ' Y; N x - the tile. See Figure 1 for additional details. REDLAND CLAY TILE 3.3 'Two-piece Mission Tite: p l` 9155 BROWN DEER ROAD, SUITE 5 + `•? 'SAN DIEGO, CALIFORNIA 92121 A. Top and pan tiles are curved to approximately one-third of , Y (858) 622-1935 a circle, and have widths at the large and small ends of , www.rediandclavtile.com ' approximately 81/2 and. 7 inches (216 and 178' mm),- ;. f r� respectively. One nail hole is provided in the small end of 'EVALUATION SUBJECT: ; wr - ; • : the top tile and in the large end of the pan tile. Tiles are ' r , , r approximately 1/2 inch (12:7 mm) thick and 20 inches REDLAND CLAY ROOF TILES: CAMBRIDGE, TWO-, '(508 mm) long, and weigh .10.7 pounds per square foot ` ' PIECE MISSION, TWO-PIECE BAJA MISSION, "S," NAPA (52.2 kg/m2) when installed with a maximum 11 -inch _ "S," CABRILLO "S," "ROMAN, `TWO-PIECE JUNIPERO• -(279 mm) center -to -center spacing, and a headlap of • AND ALFARO TILES' 3 inches (76 mm). The tiles may be used as hip, ridge and { rake tiles for all tile profiles' described in this report, 1.0 EVALUATION SCOPE provided they are embeddedin mortar or roofing,mastic. X Compliance with the followingcodes-+ . , See Figure 2 for details . . - i '- ' / • ' •° Y ■ 2006 International Building Code°,(IBC) 3.4 Two-piece Baja. Mission TileI.. • * 1 2006 International Residential Cod6o(IRC) - The tiles are similar to the two-piece Mission Tile, except i `that the widths at thelarge and small ends are ■ Other Codes (see Section 8.0) approximately 63/4 and 6 inches (171 and 152 mm), Properties evaluated:. respectively. Tiles are approximately 1/2 inch (12.7 mm) " ■Wind uplift resistance thick and 171/2 inches (445 mm) long. The installed weight - -, of the tiles, -when installation is with a 9 -inch (229 mm) ' ■ Fire classification - center -to -center spacing, and a ; headlap of 3 inches ■ Durability (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 x 2.0 USES _ • ',ti profiles described in this report, provided they are r ,. The Redland Clay Tile roof tiles, when installed in embedded in mortar, or roofing mastic. See ,Figure *2 accordance with this report, are Class A roof coverings in for details. accordance with the IBC_ and the IRC: 3.5 , `S„ Tile: ~ 3.0 DESCRIPTION The tiles are •single'�S-shaped tiles manufactured in a « 3.1 General• .. manner similar to the two-piece Mission Tiles, except they 'Redland Clay Tile roof .tiles are composed of vitrified clay, are 18 inches (457 mm) long,'13 inches (330 mm) wide 1/2 •, r *machine -formed and kiln -fired at various temperatures for and inch, (12.7 mm) thick, with two nail, holes in the pan + ,-`ti different burnt -on. colors. The tiles •comply with ASTM tile and one nail hole in the covertile. The installed tile C 1167. :� ' weight is 9 pounds per square foot (43.9 kg/m2) when ' installation is with an -11-inch ,(279 mm) center -to -center - ., . ,. . 3.2 Cambridge Tile: spacing and a 3 -inch (76 mm) headlap. See Figure 3 ' +'.. The tiles are flat and are' approximately' 15 inches . for details. (381. mm) long, 63/4 inches (171 mm) wide and 5/s inch 41 "' "- 3.6 Napa S" Tile: •r (15.9 mm) thick, and weigh 4.75 pounds (2.14 kg) each: Ix ` ` Two nail holes are provided in the top portion of each tile. The Napa °S" Tile is approximately 133/4 inches (349 mm).. , r ti The tiles have an installed weight of 14.7 pounds. per long; 101/2 inches (267 mm) wide and 1/2 inch (12.7. mm) to t square foot (71.8 kg/m2) when installed with a` 61/2 -inch 5/a inch (15.9 mm) thick. The barrel portion of the tile rises, • t exposure. See Figure 1 for details. 25/16 inches (58 mm) over a•span of 6.45 inches (164 nim).,' • /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to arty finding or other matter in this report, or as to any product covered by the report. • i Copyright© 2010 , r r , ," i * Page 1 of 7 f ' ESR -1489 I Most Widely Accepted and Trusted Page 2 of 7 The tile has a flat pan section approximately 25/16 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. 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. See Figure 8 for details. 3.8 Roman Tile: The tiles are 173/4 inches (451 mm) long, 11 inches (279 mm) wide, 5/a inch (15.9 mm) thick and 23/6 inches (60 mm) in height to the outer edge of the side lip. Two nail holes are centered approximately 11/2 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). 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 the 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 21/2 inches (64 mm). One fastener slot is 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. See 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 1/2 inch (12.7 mm) to 9/16 inch (14.3 mm). The height of the barrel portion of the tile is approximately 113/16 inches (46 mm). The the 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/m2) when installation is with an 8 -inch (203 mm) center -to -center spacing. See Figure 7 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 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/s inch (9.5 mm). Each tile must be fastened using two No. 11 gage, corrosion -resistant roofing nails having a 0.121 inch -diameter (3.07 mm) shank and a 5/16 -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. 4.2 Hip and Ridge Tile: Nailer boards of sufficient height to adequately support hip or ridge tiles must 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 D 226, 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 5/16 -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: The Redland Clay Tile roof tiles installed in accordance with this report are Class A roof coverings in accordance with the exception to Section 1505.2 of the IBC and IRC Section R902.1. 4.6 Reroofing Applications: 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. ESR -1489 Most Widely Accepted and Trusted Page 3 of 7 4.7 Wind Resistance: 8.3 Description: When installed in accordance with this report, the Redland See Section 3.0. Clay Tile roof. tiles are limited to areas subject to a 8,4 Installation: maximum basic wind speed of 100 mph (161 km/h) on structures having a maximum mean roof height of 60 feet The tiles must be installed in accordance with UBC Section (18.3 m) for the IBC or 40 feet (12.2 m) for the IRC. 1507.7 and Tables 15-D-1 and 15-D-2, and the 5.0 CONDITIONS OF USE TRI/WSRCA installation manual, except as noted in this report. This report and the TRI/WSRCA installation manual The Redland Clay Tile roof tiles described in this report must be available at the jobsite at all times during comply with, or are suitable alternatives to what is installation. specified in, those codes listed in Section 1.0 of this report, . Flashing must be in accordance with UBC Sections subject to the following conditions: 1508.1,, 1508.4, and 1509. 5.1 The tiles must be manufactured, identified and 8,4.1.1 through 8.4.4: See Sections 4.1.1 (Cambridge installed in accordance with this report, the applicable Tile) through 4.4 (Underlayment). code, and the TRI/WSRCA installation manual. The instructions within this report govern if there are any . 8.4.5 Roof Classification: The Redland Clay Tile roof conflicts between the TRI/WSRCA installation manual tiles installed in accordance ': with this report are and this report. noncombustible roof coverings in accordance with UBC 5.2 The tiles are limited to use in those areas described in Section 1504.12. Section 4.7 of this report. 8.4.6 Reroofing Classifications: The tiles are permitted 5.3 The roof sheathing and roof framing system must be to be installed over existing roofs, provided the designed for the appropriate loads determined in requirements of UBC Appendix Chapter 15 are met. The accordance with the applicable code, subject to the roof classification is as noted in Section 8.4.5: S approval of the code official. 8.4.7 Wind Resistance: When installed in accordance 6.0 EVIDENCE SUBMITTED with this report, the Redland Clay Tile roof tiles are limited to areas subject to a maximum basic wind speed of Data in accordance with the ICC -ES Acceptance Criteria 80 mph (129 km/h) on structures having a mean roof for Clay and Concrete Roof Tiles (AC180), dated August height of 40 feet (12.2 m) or less. 2007. 8.5 Conditions of Use: 7.0 IDENTIFICATION The. Redland Clay Tile roof tiles described in this report Each file is embossed with the words "Redland, Mexico." In comply with, or are suitable alternatives to what is addition, each pallet is identified with the evaluation report specified in the UBC, subject to the following conditions`: number (ESR -1489), the Redland Clay Tile name, the 8,5.1 See Section 5.1. product name, the manufacturing location (Tecate, Mexico) and the installed weight. 8.5.2 The tiles are limited to use in those areas described 8.0 OTHER CODES in Section 8.4.7 of this report. 8.1 Evaluation Scope: 8.5.3 The roof sheathing and roof framing system must be designed for the appropriate loads determined in In addition to the codes referenced in. Section 1.0, the accordance with the UBC, subject to the approval products in this report were evaluated for compliance with of the code official. the requirements of the 1997 Uniform', Building 8,6 Evidence Submitted: CodeTm (UBC). 8.2 . Uses: See Section 6.0. The 'Redland Clay Tile roof tiles, when installed in 8.7 Identification: accordance with this report, are noncombustible roof See Section 7.0. coverings in accordance with the UBC. - • ESR -1489 I Most Widely Accepted and Trusted Page 4 of 7 t t - t, S/8° 3/4•• - 14:5" � _may ". •' - `Y r Cambridge Shingle Tile Cambridge Starter Tile, �# f t 5 r � y f • 1 a • �t f • 1 a • �� + � T v, w ESR-1489 Most Widely Accepted and Trusted Page 5 of 7 FLASHING AT WALL BAJA MISSION TILE. MISSION TILE REGLET NAIL HOLE '\i NAIL HOLE 11 -FLASHING MORTAR T TILE j FELT . 2-3/4°I ' _ 17-1/2- 3-1 20° FLASHING AT WALL RIDGE AND HIP WIND LOCK r, FLASHING —TILE MORTAR TILE LOCK BOOSTER •FELT TILES R FELT NAIL 2X8 NAILER " INTERSECTION AT VALLEY FLASHING VENT FLASHING DECK AND ROOF 28 GAGE p STANDING SEAM—TILES MORTAR VVVALLEE SPLASH DIVERTER �l SEAL GRAVELGUAR D AND FLASHING TILE 71I FELT . 1 PIPE RAKE JACK FELT - BOOSTER-, CEMENT-3 PSF LD ING CRIMPED 18- W DE MIN ATTACH TO TYLE EDGES WITH ROOFER'S MASTIC CLOSED VALLEY 2X3 NAILER 2X2 NAILER' FIGURE 2 - MISSION AND BAJA MISSION TILES FLASHING. AT WALL MASTIC ' t 13- LEFT RAKE RIGHT RAKE PIPE JACK to :e. NAIL -NAIL � Lam% EAVE CLOSURE (bird stop) NAILER aGABLE RAKE TILES*2)(3 2X2 NAILER Wood strips provide , �° r NF 2dd g are made right and two inch wide stringers of left hand. necessary height under , hip rolls and ridges. For SI: 1 inch = 25.4 mm. FIGURE 3—"S" TILE I , ESR -1489 I . Most Widely Accepted and Trusted Page 7 -of 7 l " 2.3M' y l 17.3/4• + 1 � _ 4 - TWO I/4• X 1/2• HOLES C /-1/2" AWAY MOM EDGES - I r � Top the nailed Rake tile 2 X3 nailed to 2x3 \ LV See morta d S / } Centers Pan T,lo - 4f FIGURES—ROMAN TILE t ?.. 33116°163f4•.. II,//,.•� 20u` FIGURE 6—JUNIPERO TILE FIGURE 7—ALFAR0 TILE }' FIGURE 8-CABRILLO "S" TILE For SI: 1 inch = 25.4 mm. ' ' a Renovator Range (29.5] 750 �a 414 a W1, zi -WE ec,ismar4,- F C -L M ag jo II L jp t 17" A A 717- zor 1':4 r q A,- ip .'n ecosmar+" F i r e Designer Range 5 Vision C Copy6ghl 2 _ 1. the Fire CD,—,pa,. Plv Lid Tridema,K Pqrle-j - Ail De" eca,smar-F F i *r e, � P 2 ' Designer Range 5 Vision r _ Model Specifications ' Our Designer Range showcases our freestanding models, which are delivered fully assembled, ready to be placed where you wish, and are operational immediately. There are no installation or building works required. Ideal for apartment owners where space is limited, and very popular with tenants who would like ambient heating that moves when they do. Model includes Burner Kit, rear toughened glass panel and Wind Screen Static. .., Applicable EcoSmart'm Burner Standard models feature Burner One. UL Listed models feature Burner TwoUL please refer to applicable Model Specification. Fuel Use Denatured Ethanol only. Refer to www.ecosniartfire.com for commercially available fuel names around the world. Design Features The Vision is a rectangular shaped fireplace. It is a freestanding piece of furniture designed to accept the EcoSmartTm Burner. The EcoSmartTM Vision features a double opening with a "see-through" effect. The EcoSmartTm Fire Vision is designed for installation in units, apartments, houses, and commercial premises including offices, bars & restaurants. Construction Detail SURROUND: Manufactured from MDF timber that is coated with a fire resistant two -pack solvent -borne top., coat. The surround is constructed around a stainless steel firebox insert. ! ` FIREBOX INSERT: Firebox 900DB (part of the Renovator Range) is specifically designed to accept the EcoSmartn' Burner in the Vision setting. Made of brushed Stainless Steel. It includes four (4) fixing points on the facade to accommodate the installation of a wind screen.- WIND SCREEN: A Wind Screen Static is included with the model, this is fixed to the front of the Firebox via the four (4) fixing points on the facade. If a wind screen isnot required, the model includes four (4) stainless steel plugs to hide these fixing points. , UL Listed models require the Wind Screen to be fixed at all times. BURNER: Placement and clearance allocated for one (1) EcoSmartTm Burner only, t REAR: The rear of the Vision features a glass panel that closes the back opening without changing the transparency of the design. This is to reinforce the safety of the design. The glass panel is a piece of 8mm [0.315in] toughened Starfire® pow iron) glass. This type of safety glass is designed to withstand high temperature variations and has been tested for accidental touch. SKIRTING: Recessed black skirting all around the base. FEET: Four (4) nylon feet are pinned under the fireplace for ease of move and to prevent floor scratching. These can be removed for flush settings when required. Ventilation EcoSmartTm Fires do not require any form of permanent fixture or fitting„ such as a flue for ventilation, a permanent gas connection or any kind of fixed utility for fuel supply. - In a house of typical construction, that is, one that is not of unusually tight construction due to heavy insulation and tight seals against air infiltration, an adequate supply of air for combustion and ventilation is provided through infiltration. However, if the heater is used in a small room where less than 5.7m3 [200fln of air space is provided for each 1000 BTU per hour of heater rating (considering the maximum burner adjustment), the doors) to adjacent . room(s) should be kept open or a window to the outside should be opened at least 25.4mm [1 in] to guard against potential build up of indoor air pollution. Do not install or operate in a bathroom or any other small room. Burner One: The room cannot be less than 70m32472ft [ 'J per burner. Burner Two: The room cannot be less than 25m3 (1000ftq per burner. Recommended Accessories Fire Extinguisher, EcoSmartT"1 Fire Screen or alternative Wind Screen. Important! Do not remove the back glass panel as natural air flow in the room could create a draft and make the flame breach out of the fireplace. The glass used in the EcoSrnart1m Fire Vision is toughened glass which means it is stronger than normal glass and can withstand high temperature_ variations. Importantly, even though it is. stronger, toughened glass still has weaknesses. The corners and sides are specific pressure points where it is morefragile and can break if care is not taken. In the case of breakage, toughened glass will shatter into small crystal -like pieces which can cause potential injury and be a choking hazard for small children. We advise that the glass should be handled with special care and that operation of the product should cease immediately if a fault is found. Breakage due to mishandling is not covered by warranty. Compulsory Cross Reference Please ensure you read the applicable Model Specifications for the EcoSmartTm Burner that is used in this model before ordering, specifying, installing or operating the EcoSmadT"' Burner. 0 Copyright 2004 - 2008 The Fire Company Pty ltd - International Patent Pending - Trademark Registered - All Designs Registered. "T-ecosrnanfire.con, +M e C S m r �... , -?• s�:� Designer Range Fire 5 Vision Model specifications , Clearances The Vision is designed as a room divider but can also be placed against any flat wall surface made out of non- combustible material or sitting 1 00m (3.95inj away from any wall of any material. The glass side is the back in all circumstances. Use common sense to ensure that your fire is positioned away from curtains, flammable materials and other sources of ignition. Be aware of drafts. Installation Requirements The Vision is designed to be positioned as a room divider or centrepiece within a room. In all cases the EcoSmartTm Fire should: Be positioned in a large and open room that is centrally located in the house in order to optimize heat` circulation Be positioned on a level floor - the floor can be made of any material or fabric , Be positioned so that they adhere to the specific clearances of the model purchased - Be fixed into a secure and permanent position prior to being operated, following the instructions below Note: The Vision is heavy - you will need two (2) people to perform this procedure. -Equipment required: pencil, phillips head screw driver, drill. 1. Underneath the Vision there is a removable locking base, to access it, remove the nylon feet, locate and - remove the plugs and screws found on all sides of the skirting; 2. Confirm that you have received all necessary fixings as illustrated; 3. Lift the Vision up and away; 4. Position the removed locking base into the desired location in accordance with the compulsory minimum clearances outlined in the Instruction Manual and mark the pre -drilled holes with a pencil (ensure clearances are for the entire model, not just the locking base); 5. Remove the locking base and drill holes in the centre of the positions marked; Using the screws supplied (A for Timber, B for Concrete), fix the locking base into position;' + 6. Position the Vision over the secured locking base and lower so it locks into position. 7. Screw the Vision and the locking base back together by replacing the screws and plugs removed in 1 (do not replace the nylon feet). ' 3.. 0 Copyright 2004 - 2008 The Fire Company Pry Ltd - International Patent Pending - Trademark Registered - All Designs Registered. www.ecosmartfire.com ISOMETRIC VIEW FRONT VIEW Measurements [inches] = imperial mm = metric Weight, including packaging 127kg, 279.99lbs , Materials Brushed Stainless Steel, Toughened Glass, MDF Scale 1:20 NLq I _ a2o.o N o6 SIDE VIEW REAR VIEW r •� i J 0 Copyright 2004 - 2006 The Rre Company Pty Ltd - International Patent Pending - Trademark Registered - All Deslgns. Registered. www.ecosmartftre.com TM ecosmar+ F i r e Conditions of Use 1. For the purposes of this model specification your country in order to safely and legally we refer to the fuel used in the EcoSmartTM' Fire store, handle, decant and use this fuel. as Denatured Ethanol'. 'There are many different names for this fuel around the world. Please refer to www. ecosmartfire.com for a list of commercially available fuel names in your country. Denatured Ethanol' is classified as a Dangerous Goods Flammable Liquid Class 3, PGII and is regulated by specific standards and rules. You must familiarise yourself with the appropriate regulations of Warnings 1. Risk of explosion: a) Never use any fuel other than the fuels specifically identified for use in the appliance. Never use gasoline. b) Never fill the fuel reservoir when it is operating or still hot. c) Never fill fuel reservoir in areas where flammable vapours or gas may be present. d) Never store or transport the fuel in other than a metal or plastic container that is: 1. Acceptable for use with the specific fuel. 2. Is in the original container for the alcohol fuel. 2. Never store fuel in the living space where the fire is situated. 3. Due to high surface temperatures, keep children, pets, clothing, and furniture away. The unit is hot while in operation, contact with the EcoSmartT"' Fire may cause skin bums. 4. Risk of indoor air pollution - use EcoSmartT"" Fires only in well -ventilated areas. People with breathing problems should consult a physician before using the appliance. 5. Do not use the EcoSmartT"^ Fire to heat or boil water or as a cooking appliance. Do Testing & Compliance The customer warrants to The Fire Company Pty Ltd that after delivery of their EcoSmartTM Fire and whilst The Fire Company Pry Ltd retains any interest in the goods or consigned goods (as the case may be) the customer shall comply with all applicable Acts, Regulations and Laws dealing with the transport, unloading and storage of Dangerous Goods. 2. Children do not recognize the dangers that can arise when handling Dangerous Goods, y 5 Designer Range 5 Vision nor do they recognize the volatility of flammable liquids when ignited. Please ensure you keep children at a safe distance and supervised at all times when operating the fire. 3. Approval from building authorities may be required. Please ensure you contact the appropriate parties before installing your EcoSmartT"' Fire. 4. It is a condition of purchase that you obtain a fire extinguisher Ammonium Phosphate AB:E type. These can be purchased from your distributor or independently. not throw waste materials or paper into the 13. The EcoSmartT"" Burner should not be started EcoSmartTm' Fire. if a fault is suspected or when there appears to be any damage to the burner or its housing. 6. EcoSmartT" Fires have not been tested with an unvented gas log set. To reduce the risk of fire or injury, do not install an unvented gas log set into this appliance. 7. The EcoSmartT"' Fire has not been tested for use with doors. To reduce the risk of fire or injury, do not install doors. 8. It is recommended that the EcoSmartT"' Fire be fixed into position to avoid displacement as per instruction provided with each model. 9. Do not dismantle the EcoSmartT"' Burner. 10. Do not attach any other tank to the EcoSmartT"' Burner. 11. EcoSmartT" Fires must only be operated using authorised accessories & equipment. 12. Do not obstruct the open/close sliding mechanism of the EcoSmartTM Burner in any way as this could -result in the jamming/non functionality of the shut off mechanism. The EcoSmartT"' Fire Collection has achieved the following certification and approvals: ff-M-2 11 The EcoSmartT"' Fire is manufactured f;,�J'J by The Fire Company Pty Ltd whose Mg quality management system is QUALITY certified as being in conformity with ms�uwo ISO 9001:2000. SITAC The EcoSmartT"' Fire Collection has achieved{ Swedish Institute for Technical Approval in Construction (SITAC) approval. C uL US LISTED The EcoSmartT"^ Fire is the first product of its kind to have its collection so comprehensively UUULC listed. For the most up to date list of UUULC Listed models and compliance requirements please contact your local distributor. 14. The use of any fitting other than those available from or recornmended by The Fire Company Pty Ltd for the EcoSmartT"^ Firebox and Burner is not pennitted. 15. The Fire Company Pty Ltd does not accept responsibility for any damage which occurs if the EcoSmartT" Fire is used for purposes other than those for which 4 is intended, or if it is incorrectly operated or repaired by unqualified persons. 16. The EcoSmartTm Fire is not intended to operate continuously To avoid heat expansion 1 and potential splitting of the timber framework in Designer Range models please ensure that the model is allowed to cool down completely on a regular basis. If you have any questions regarding any of the above important safety information please contact your distributor or The Fire Company Pty Ltd. Instructions and specifications for the EcoSmartT°" Fre were tested as far as practicable to a selection of clauses from AS4553/AG 103 - Australian Standard for Gas Space Heaters (closest, comparable product at the time of invention) Investigation into applicable standards and testing platforms for compliance to GS, CE & TUV were held and The Fire Company has gained a Compliance Verification Declaration from Globalnorm GmbH. 4 0 Copyright 2004 - 2008 The Fre Company Pty Ltd - International Patent Pending - Trademark Registered - All Designs Registered. www.ecosmartfire.coni J1�1 1.. 2012, 10,11, AM SOU1,HCOASTARCHITECT,S 9497202045 P. .1 ;.. FEB -01=201'1 1:0' 42• 'AM, -SOU 1 NCOASTARCH I TECTS 497202045 .':P.: ,:2: SlAdden Engd,ne' Bring 77.73!5 Etlflold Lia$, Suite !Oct, P41r3 0494M CA 432:11(760) 771-3893 Fax (760) 772, 3893 670-2 Stanton Avenue, Suite A, Bums Panic, CA 90621 (714) 52370952 Fax (714) 323.1369 450 E* Avenue; Beautnottt, CA 92223 (951) 845.7743 -Pax (95 1) 845.8863 800 E, Florida Avenue, Minot, CA 92543 (931) 766.9777 Fax (951)•766-8778 September 9, 2010 Project No. 344-10164 10-09-208 Mr. & Mrs. Tom Bercaw 6.208 West Ocean Pront Newport Beach, California 92663 Project; Proposed Custom Residence Lot 3F - The Hideaway' - La.Quinta, California L Subject; Geotechnical Update Ref: Geotechnical engineering Report prepared by Harth- Systems southwest (ESS) dated April 11, 2001; File No. 08199.01, Report No. 0¢a4-718. 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. 344-2199 Report No. 03-10-647 As requested, we have reviewed the above refnranccd geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at Lot 3F within the Hideaway. Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a ralativoly lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. ' The subject lot was previously graded during the rough grading of tate Hideaway project Bite and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineared fill soil to consh.-uct the building pads. The regrading Included processing the surface soil along with minor cutei and fills to construct the individual building'pads to the current configurations. Some additional over -excavation was porfor,ined in areae where the building envelopes were reconfigured. The most recent site grading . Is summarized in the ref4renced Report of Observations and Testing During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertainllag to the construction of residential .. etraature foundations, Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain Applicable for the design and construction of the proposed residential structure foundations. 02/01/2011 TUE.10;44 (TX/RX NO 83611 Because the lot hes- been previously rough graded, the remedial grading required at this time' should be minimal provided. that the building falla.witliin the previously assumed building - envelope. The building area should be cleared of surface vegetation, .scarlfled and moisture conditioned prior to precise grading. The exposed surface ohould be compacted to a minimum of 90 percent relAtiva compaction is attained prior to fill pllicement. 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 lVading report • prepared by gladden Engineering remain applicable. Conventional shallow spread footings 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 footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be . dealgned utilizing allowable bearing pressuresof 1500 psf and 2000 pef, respei;tively, Allowable increaaas of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inebes 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 rdsistance may be estimated using an equivalent fluid weight of 300 pef, If used In combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal detid load forces. The bearing soil la, non -expansive and falls within the "very low" expansion category In accordance with 2007 California Building Code (CBC) classification criteria. Slab thiekness'and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 40 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 equivalent. All laps within the membrane should be Pealed and at least 2 inched of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has,been graded smooth without any sharp protrusions, If a smooth surface can not be achieved by grading, consideration should be given to placing a 1 -inch thick Ieveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type Judged applicable to this site is Be, generally describad as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for.new construction based upon the 2007 California Building Cod* (CBC). Sladden Engineering 02/01/2011 TUE 10:44 (TX/RX NO 83611 •� Jf3i�I-17-2012 ''1 .12-`M :SOUTHCOP,STARCNiTECTS, 9497202045 0 3 :FRB 70 1 ,201 .1 :10:42 W , SOUTHCOASTARCH I TECTS 949-7202045:P. 4 September 9, 2010 .3,' Project IVo: 544-10164_ 10-09-205 ..The seismic design categoryfor a structure may be determined in accordance,wlth Section 1613 of the 2006 IBC or ASCE7.:',According to the 2006 IHC, Site Class D may be used to estlmate design seismic loading for the,proposed otructur,, 'The perlod of the atruttures should be lase titan'''`s second. Thte.assumptlon should be verified by the projecj structural engineer. The 2007 tx Seismic Destgn Parameters are summarized on the following page, Occupancy Category (Table 1604.5): 1I Site Claes ('Cable 1613.5:5): D . So (1 igure 1613:5(3)): 1.508 91 (Figure 16135(4)): 0,608 Fa (Table 1613.9.3(1)):1.0 Pv (Table 1613,5,3(2)):,1.'3 Sas (Equation 16-37 [Pm,X So))- 1:308 Sml (Squation 1636 (FY X $i)). 0.903 Sas (Equation 16-39 {2/3 X Sms)):1.00s SDI (Rquation 16=40 (2/3 X Sm1I); 0.608 Seismic Design Category based on 9D9 (Table 1613.5,6(1)): D Salamic Design Cittegory.based on SDI (Table 1613.5:6(2)): D If you have questions' regarding this letter or, the refemnced reports, please contact the undersigned, Respecttully submitted, SLADDEN ENGINEERING , OQ pPESS/pyo_ Brett L. An Principal Engineer EVD WD -2010 ` s - SER/gl r�Fo 0 iFp\� Copies: 2/ Mr. & Mrs. Tom Hercaw 2/ 6outh Coast Architects S14dden Bngineedng' 02/O1/2011.TUE 10:44-[TX/RX NO 63611 Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.comh- 5/26/2011 , Electronically Signed at,.ahCERTS.com by,Frank Stolz (South Coast,Architects, Inc.) 5/27/2011., Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41';: HERS Provider:,Ca10ERTS, Inc PERFORMANCE CERTIFICATE: Residential Part 1 of_ 5 . . CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Bercaw Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 5/25/2011 Project Address . California Energy Climate Zone Total Cond. Floor Area Addition # of Stories 80-315 Via Mirasol , , La Quinta. ' CA Climate Zone 15 - 5,492 n/a 2. FIELD INSPECTION ENERGY4 CHECKLIST �* �- El Yes '❑ No: HERS Measures -.',If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes 0 No Special Features ---,If Yes, see Part 2 of 5 of this form for details. '+ ' INSULATION Area Special Construction T e `' F CavityFeatures see -Part 2 of 5), Status Roof . Wood Framed Attic R-38 "' •' 4,656 - Radiant Barrier New ; Wall Wood Framed R-21 7,379 3 • New Door Opaque Door _ None 48 New Slab Unheated Slab -on -Grade None 4,654 Perim = 483' New FENESTRATION. "U- Exterior " Orientation Area Factor SHGC Overhang Sidefins Shades Status Left (E) 122.8 0.390 0.30 6.0 '• none Bug Screen New " Left (E) - _ 202.0 =0.390,;. +* , q,30;,�,none-,% •,.,—.mnone Bug;Screen� •;_• New Rear (S) .4 .f 430.5 ! 1 ' 0:19 , � ' 0.30p r noneX. '" none i Bug Screen • t New Rear (S) 40.0,; 1 0.390' 0 30 6:0 ) `„ none"; `Bug Screen - _ +"'" -'New ri Right (IM �, .421 2 � 0.390 t 0.30' none {' none y f ,Bug Screen rs ,�"j�j. fNew . e `'N0 - 1� Right (VI9;�E. �&2:V 0.390, jW0.30 `none , ., none„ , .-Bug?Screen i Front (N)".,,'354.8, ,-. 0.390 0.30, , none"4' `'none Bug Screen - New Rear (S) ` ` �" 116.8 ' r ,: 0.390 0.30 2.0 none ' Bug Screen New Rear (S) - . 188.0'• "' , ". '- 0.390 0.30 10.0 none Bug Screen New Right (lhq 126.0 :;",`•...; 0.390 0.30 8.0 none Bug Screen New Front (N) 39.1, ;n , 0.390 ' 0.30 none none Bug Screen New HVAC SYSTEMS Ot . Heatin Min. Eff CoolingMin. Eff Thermostat Status 1 Central Fumace 80% AFUE Split Air Conditioner 16.0 SEER Setback New 1 Split Heat Pump . 9.20 •HSPF ` Split Heat Pump.- 16.0 SEER, Setback New 2 Central Fumace 80% AFUE Split Air Condtioner 16.0 SEER Setback New HVAC DISTRIBUTION �_ Duct Location HeatingCoolingDuct Location "' R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 3 & 4 , Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING " Ot . Type Gallons Min. Eff Distribution Status 2 Large Gas 75• `0.80 All Pipes lns I, , ' New , Ene Pro 5.1 6 Ene Soft User Number. 6712 •RunCode: 2011-05-19F12:20:18 r .ID: Pae 1 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41';: HERS Provider:,Ca10ERTS, Inc PERFORMANCE CERTIFICATE: Residential Part 1 of_ 5 . . CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Bercaw Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 5/25/2011 Project Address . California Energy Climate Zone Total Cond. Floor Area Addition # of Stories 80-315 Via Mirasol , , La Quinta. ' CA Climate Zone 15 - 5,492 n/a 2. FIELD INSPECTION ENERGY4 CHECKLIST �* �- El Yes '❑ No: HERS Measures -.',If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes 0 No Special Features ---,If Yes, see Part 2 of 5 of this form for details. '+ ' INSULATION Area Special Construction T e `' F CavityFeatures see -Part 2 of 5), Status Roof . Wood Framed Attic R-38 "' •' 4,656 - Radiant Barrier New ; Wall Wood Framed R-21 7,379 3 • New Door Opaque Door _ None 48 New Slab Unheated Slab -on -Grade None 4,654 Perim = 483' New FENESTRATION. "U- Exterior " Orientation Area Factor SHGC Overhang Sidefins Shades Status Left (E) 122.8 0.390 0.30 6.0 '• none Bug Screen New " Left (E) - _ 202.0 =0.390,;. +* , q,30;,�,none-,% •,.,—.mnone Bug;Screen� •;_• New Rear (S) .4 .f 430.5 ! 1 ' 0:19 , � ' 0.30p r noneX. '" none i Bug Screen • t New Rear (S) 40.0,; 1 0.390' 0 30 6:0 ) `„ none"; `Bug Screen - _ +"'" -'New ri Right (IM �, .421 2 � 0.390 t 0.30' none {' none y f ,Bug Screen rs ,�"j�j. fNew . e `'N0 - 1� Right (VI9;�E. �&2:V 0.390, jW0.30 `none , ., none„ , .-Bug?Screen i Front (N)".,,'354.8, ,-. 0.390 0.30, , none"4' `'none Bug Screen - New Rear (S) ` ` �" 116.8 ' r ,: 0.390 0.30 2.0 none ' Bug Screen New Rear (S) - . 188.0'• "' , ". '- 0.390 0.30 10.0 none Bug Screen New Right (lhq 126.0 :;",`•...; 0.390 0.30 8.0 none Bug Screen New Front (N) 39.1, ;n , 0.390 ' 0.30 none none Bug Screen New HVAC SYSTEMS Ot . Heatin Min. Eff CoolingMin. Eff Thermostat Status 1 Central Fumace 80% AFUE Split Air Conditioner 16.0 SEER Setback New 1 Split Heat Pump . 9.20 •HSPF ` Split Heat Pump.- 16.0 SEER, Setback New 2 Central Fumace 80% AFUE Split Air Condtioner 16.0 SEER Setback New HVAC DISTRIBUTION �_ Duct Location HeatingCoolingDuct Location "' R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 3 & 4 , Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING " Ot . Type Gallons Min. Eff Distribution Status 2 Large Gas 75• `0.80 All Pipes lns I, , ' New , Ene Pro Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 5/26/2011 ' Electronically Signed at Ca10ERTS.com by Frank Stolz (South Coast Architects, Inc.) 5/27/2011 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Bercaw Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ' ❑ Existing+ Addition/Alteration Date 5/25/2011 Project Address 80-315 Via Mirasol La, Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,492 Addition n/a # of Stories 2 . FIELD INSPECTION ENERGY CHECKLIST IZI Yes ❑ No. HERS Measures -- If Yes, A CF -4R must be'provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity Features see Part 2 of 5 Status. FENESTRATION .U- Exterior Orientation Area(ft)Factor SHGC Overhan Sidefins Shades . ' Status Front (N), Y 52.1 0.390 0.30 none none Bug Screen New /�4`• !.• I_ .$ `- `,�f* �{ j' j� _. � _._ 1 ��'4. - �r,,•f�`j_y�1��+wf,. ,"1��If • ',� � - . ..�P J /q "^_�y.-.e.i.a t .� ��Pj P • �� . � �{h7 t k ,r,� ' r'- >� � r� �� '�'dlrc.: l s . 4•' -`��Ylli��.�'+-.�" �t i`'.u�F•.E' .-�.+r 'L� ��+lFr..- � ..` *.��R. �:1��7'-�91I i.:i'. ... y HVAC SYSTEMS , Ot . Heating Min. Eff Cooling Mina Eff' Thermostat Status 1 Split Heat Pump 9.00 HSPF Split Heat Pump 15.7 SEER Setback New HVAC DISTRIBUTION Duct Location ' Heating Cooling Duct Location R -Value Status HVAC 5 Ducted Ducted Attic, Ceiling Ins, vented' 8.0 New ' WATER HEATING Ot . Type Gallons Min: Eff Distribution Status j EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-05-19712:20:18 ID: Page 2 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41 HERS'Provider: Ca10ERTS, Inc 10 Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 5/26/2011 4 Electronically Signed at.Ca10ERTS.com by Frank Stolz (South Coast Architects, Inc.) 5/27/2011 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Bercaw Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 1512512011 SPECIAL FEATURES INSPECTION CHECKLIST r• , ° The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special 'ustification and documentation submitted. The DHW System Bradford -White Corp. EF -75T -150-3N is a non-NAECA large storage gas water heater. Verify DHW details. The HVAC System HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met' HIGH MASS Design - Verify Thermal Mass: 572.0 ft' Covered Slab Floor, 3.500" thick at Master Suite HIGH MASS Design - Verify Thermal Mass: 520.0 ft' Exposed Slab Floor, 3.500" thick at Master Suite The HVAC System HVAC 2 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt drawrequirements in Residential Appendix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 617.0 ft' Covered Slab Floor, 3.500" thick at Quinn/Sophie Bedroom HIGH MASS Design - Verify Thermal Mass: 256.0 ft2 Exposed Slab Floor, 3.500" thick at Quinn/Sophie Bedroom The HVAC System HVAC 3 & 4 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -3.3 must be met. HIGH MASS Design -Verily Thermal Mass: 501.0 ft2 Covered Slab Floor, 3.500" thick at Greatroom/Kitchen/Foyer. . HIGH MASS Design - Verify Thermal Mass: 2,188.0 ft2 Exposed Slab Floor, 3.500" thick at GreatroornXitchen/Foyer The HVAC System HVAC 5 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf andeach zone must have a se arate thermostat. In addition the air flow ie uirements and fan watt draw requirements in Residential Appendix RA -6 must be met. The Roof R-38°Roof(R 138.2x14.16) includes credit for a-Radiaht Barrier'that is Coritinuous meeting eligibility andlhstallation criteria as specified in ResidentheAp endix R, A4.2.2. a " ?'_ ~: IAF A`! lo fir. ,ir� f �t• � i • � � {ip� i r O HERS ;REQUIREDERIFICATIyy N ...,,y r {1i[ • t "� .'h .I`•1t lVN T ,inspectormust recei0v, e _ aItems in thissection require- field testing'and/or verifidation`by a certified'HERS Rater The= coni leted CF -4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACB648158C VX090 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verity the installation of the correct Condenser. The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. , The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verity that duct leakage meets the specified criteria { The Cooling System Carrier 25HCB636 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. '' . • . The HVAC System HVAC 2 incorporates HERS Verified Refigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACB660 / 58CVX090 includes credit for a 12.7 EER Condenser A certified HERS rater must field verify the installation of the correct Condenser The HVAC System HVAC 3 & 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 & 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic_ testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 25HCB624 includes credit for a 12.6 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser The HVAC System HVAC 5 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 5 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. EnemyPro 5.1 by. EnemySoft User Number. 6712 RunCode: 2011-05-19712:20:18 JD: Page 3 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41', HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 5/26/2011 , Electronically Signed at CalCERTS.com by Frank Stolz (South Coast Architects, Inc.) 5/27/2011 PERFORMANCE CERTIFICATE: Residential.' Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date ' Bercaw Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 1512512011 ANNUAL ENERGY USE SUMMARY- - Standard -Proposed Margin , TDV kBtu/ft2- r rt , Space Heating 4.42 5.95 -1.53 ,. Space Cooling ' 78.48 62.67 15.81 + - Fans 15.68 ' 19.25 -3.57 Domestic Hot Water 6.25 4.11 2.14. ` a Pumps 0.00 0.00 0.00 Totals 104.83 91.98 12.86 , Percent Better Than Standard: 12.3% « BUILDING COMPLIES -HERS VERIFICATION REQUIRED . Fenestration Building Front Orientation: (N) 340 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) • 2,267• 446 ,. Fuel Available at Site: • Natural Gas (E) 2,522 325 4 r, - ` i Raised Floor Area: - 0 (S) 2,161 775 Slab on Grade Area: 4,654. (wj - , 2,582 " „ • '559 Average Ceiling Height: `w 41.8 Roof -4,656 0 ,. Fenestration Average U -Factor: 0.39 � - - y TOTAL: 2,105 •� Avera'e SHGC: 0.30 Fenestration/CFA Ratio: 38.3% . REMARKS-, �., ... ., ,r . ., l ' iii ? pL•t MC STATEMENT OF COMPLIANCE ' This certificate of compliance lists the building features and specifications needed - to comply with Title24,' Parts'l the Administrative Regulations and Part 6 the , Efficiency Standards of the California Code of Regulations. °w The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author , Company Scott Design and Title 24, Inc, Y 5/25/2011 Address 77-085 Michigan Drive Name Tim Scott 4, Citv/State/Zip Palm Desert, Ca'92211 Phone (760) 200-4780 'Signed Dater 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 in approved HERS rater. Designer or Owner (per Business &Professions Code) s •, Company South Coast Architects Address 13 Corporate Plaza Suite #200 Name South CoastArchitects City/State/Zip Newport Beach, Ca 92660 Phone (949) 720-7022 : ` Signed License # `` Date" Ls"emyl?rp 5.1 by EnemySoft User Number. 6712 RunCode: 2011-05-19712:20:18 ID: Page 4 of 12 Reg: 211-N0002843E-000000000-0000 Registration'Date/Time: 2011/01/19 15:07:41'' HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 5/26/2011 Electronically Signed at CalCERTS.COm by Frank Stolz (South Coast Architects, Inc.) 5/27/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5)' • CF -1 R Project Name ' ' Bercaw Residence . Building Type m Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition%Alteration Date 512512011 OPAQUE SURFACE DETAILS -i Surface U . Insulation Joint Appendix Tvpe Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 1,092 - 0.026 R-38 0 20 New 4.2.1-A9 Master Suite Wall 621 0.069 R-21 70 90 New 4.3.1=A6 Master Suite Door 48 0.500 None 70 90 New 4.5.1-A4 Master Suite Wall 326 0.069 R-21 160 90 New 4.3.1-A6 Master Suite Wall 763 0.069 R-21 250 90 New 4.3.1-A6 Master Suite ' Wall 164 0.069 R-21 270 90 New 4.3.1-A6 Master Suite Wall 1011 0.069 R-21 340 90 New 4.3.1-A6 Master Suite Slab . 572 0.730 None 0 180 New 4.4.7-A 1 Master Suite Slab 520 0.730 None 0 180 New - 4.4.7-A1 + Master Suite Roof 404 0.026 R-38 0 20 New. 4.2.1-A9 Quinn/Sophie Bedrooms. Wall 178 0.069 R-21 70 90 New 4.3.1-A6 Quinn/Sophie Bedrooms Wall '112 0.069 R-21 160 90 New 4.3.1-A6 Quinn/Sc hie Bedrooms Wall 323 0.069 R-21 250 90 New 4.3.1-A6 Quinn/Sophie Bedrooms Wall 324 0.069 R-21 340 90 New 4.3.1-A6 Quinn/Sc hie Bedrooms Slab 617 0.730 None 0 180 New 4.4.7-A1 Quinn/Sophie Bedrooms Slab 256 0.730 None 0 180 New 4.4.7-A1 Quinn/Sophie Bedrooms FENESTRATION SURFACE DETAILS ID Type Area , U -Factor SHGC Azm . .Status Glazing Type Location/Comments 1 Window 14.7 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Master Suite 2.,_ Window 14.7 ; 0.390 NFRC 0.30 NFRC •70 New Double Non Metal Tinted. Master Suite 3 VWrindow' - 14.7 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. `' . Master Suite 4 Window 14.7 0.390 NFRC 0.30 NFRC 70 New - Double Non Metal Tinted.-, Master Suite 5 Window -.._ 33.0 0.390 NFRC.- 0.30_ NFRC`__ _�_ _70 New_ ._ -_ Double Non Metal Tinted.___:._ Master Suite 6 Window" _V3.5 -0.390 -NFRC,;,4 5!0.30 NFRC X70 New; (•- `W Double Non Metal Tinted: F X, Master Suite 7 Window : 3.5 0.390 NFRC .1 0.30 'NFRC ) '111V 70 Newl Double Non Metal Tinted: _;t .. *Master Suite 8 Window ` 3.5. Z0.390, NFRC 1 0.30 NFRC €, 70 New;:,_+' Double Non Metal Tinted. N -., Master Suite "-- -.-• w _ 9 Window 315 10.390 NERC 0.30 NFRC; T 70 New i. Double Non Metal Tinted: - % Master,Suite _ ,,,,iZ ' 10 Window it,,167.0,1 0.390, NFRC r 0.30' NFRC • .,160 'New 1 Double Non Metal Tinted. 1 , i Master Suite P, 11 i wndowg. T L40.0 -0.390 NFRC, w0.30 NFRC `� X160 New Double -Non Metal7inted.4-' Master'Suite 1. .0 .12 Window 64.0 0.390 NFRC `' 0.30 NFRC,e 160 New Double Non Metal Tinted. , ' Master Suite 13 Window - 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Master Suite 14_ Window '.8.0 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Master Suite 15 Window 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. a ° _ Master Suite 16 - Window 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted' Master Suite (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hang -Left Fin H V Wd Len Hot LExt RExt Dist Len I Right Fin Hot Dist _ Len H t 1 Bug Screen 0.76 . 7.3 2.0 6.0 0.1 r 6.0 6.0 2 Bug Screen 0.76 7.3 2.0 6.0 0.1 6.0 6.0 ' 3 Bug Screen 0.76 7.3 2.0 6.0 0.1 6.0 6.0 4 Bug Screen 0.76 7.3 2.0 6.0 0.1 6.0 6.0 5 Bug Screen 0.76 6 Bug Screen . 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen , 0.76 11 Bug Screen 0.76 8.0 5.0 .6.0 0.1 6.0 6.0 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 JBug Screen 0.76 16 JBug Screen 0.76 - EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-05-19712:20:18 1D: Page 5 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19.15:07:41 -.,HERS Provider: CalCERTS, Inc ff Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 5/26/2011 Electronically Signed at CalCERTS.com by Frank Stolz (South'Coast Architects, Inc.) 5/27/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Bercaw Residence" - Building Type O Single Family O Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration I Date - 5/25/2011 OPAQUE SURFACE DETAILS Surface IU- Insulation Joint Appendix T e Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 2,322 0.026 R-38 0 20 New 4.2.1-A9 Greatroom/(itchen/Fo er Wall 1,103 0.069 R-21 70 90 New 4.3.1-A6 ' Greatroom/KitchenlFo er Wall - 608 0.069 R-21 - 160 90 New ' 4.3.1-A6 Greatroom/KitcheNFo er Wall 397 0.069 R-21 250 90 New 4.3.1-A6 Greatroom/Kitchen/Fo er. Wall - 868 0.069 R-21 340 90 New 4.3.1-A6 GreatroornXitchen/Fo er Slab 501 0.730 None r 0 180 New 4.4.7-A1 Greatroom/Kitchen/Fo er Slab 2,188 0.730 None 0 180 New 4.4.7-A1 Greatroom/Kitchen/Fo er Roof 471 0.026 R-38 0 20 New 4.2.1-A9 GreatroornAitchen/Fo er Wall 247 0.069 R-21 70 90 New 4.3.1-A6 Greatroom/Kitchen/Fo er Wall 189 0.069 R-21 -160 90 New 4.3.1-A6 Greatroom/Kitchen/Fo er Wall 168 0.069 R-21 2501 90 New 4.3.1-A6 Greatroom/KitcheNFo er Wall 250 0.069 R-21 340 - 90 New 4.3.1-A6 Greatroom/Kitchen/Fo er Roof 3671 0.026 R-38 r 0 20 New 4.2.1-A9 Casita Wall 168 0.069 R-21 0 90 New 4.3.1-A6 Casita Wall 1511 0.069 R-21 0 160 90 New 14.3.1-A6. Casita Wall 2071 0.069 R-21 - 250 90 New 4.3.1-A6 lCasita FENESTRATION SURFACE DETAILS ID Type Area U -Factor " SHGC Azm Status Glazing Type Location/Comments '17 Window 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. • Master Suite 18 _ Window 14.7 0.390 NFRC 0.30 NFRC "250 New Double Non Metal Tinted. Master Suite 19 Window '-,14.7 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 20 -. Window 14.7 0.390 NFRC • 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 21,-, Window - , _ 14.7 0.390 NFRC".. ._0.30. NFRC_ 250 New Double Non Metal Tinted_:.,,, Master Suite 22, Window`` `�f/ 5.3 0.390 NFRC J 0.30 NFRC a- 250 New f.. �. Double Non Metal Tinted.'' 'k. Master Suite 23 Window . ` r 5.3 0.390 NFRC t 0.30 'NFRC .' --250 New. : Double Non Metal Tinted •: s Master Suite 24 Window ' 5.3 ,.0.390 NFRC b 0.30 NFRC t,� .4250 New. ;cam Double Non Metal Tinted. `4 Master Suite 25 Window 12!0 10.390 NFRC 0.30 NFRC , U 250 New Double Non Metal Tinted., . Master. Suite 26- Window ri 1,3.5 ) 0.390 NFRC ' c 0.30 NFRC .250 'New, ,� Double Non Metal Tinted. Master Suite 27.., WindowA f w.. 3.5 -0.190 NFRC,, -w6.30 .30 NFRC !t:X 250 New, Double Non Metal�Tinted.- .� MasterSuife %SaOo. . 28Window - 3.5 ' 0.390 NFRC ' 0.30 NFRC 250 New Double Non Metal Tinted. - - Master Suite 29 Window 3.5 0.390 NFRC ` . 0.30 NFRC i,. 250 New Double Non Metal Tinted. Master Suite 30 Window, 12.0 0.390 NFRC 0.30 NFRC ." 270 New Double Non Metal Tinted. Master Suite 31 Window . 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Master Suite 32- Window r 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Master Suite (1) LI -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value - 2 . SHGC Type: 116-B =' Default Table from Standards, NFRC =Labeled Value EXTERIOR SHADING DETAILS - ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Len Hot I LExt . RExt Dist Len Right Fin H t Dist Len Hot 17 Bug Screen 0.76 18 Bug Screen ..0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 . 21 Bug Screen 0.76 r Bug Screen. 0.76 -22. 23 Bug Screen 0.76 24 Bug Screen 0.76 ' 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 1Bug Screen 0.76 31 JBug Screen 0.76 32 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-05-19712:20:18 ID: Page 6 of 12 Reg: 211-N0002843E-000000000-0000. Registration Date/Time: 2011/01/19 15.07:41 HERS{Provider: Ca10ERTS, Inc i ti � Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 5/26/2011 Electronically Signed at CalCERTS.com by Frank Stolz (South Coast Architects, Inc.)_5/27/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name Bercaw Residence Building Type ®Single Family ❑Addition Alone ❑Multi Family ❑Existing+ Addition/Alteration Date 1512512011 OPAQUE SURFACE DETAILS = - Surface U- i • `InsulationJoint Appendix - Type Area Factor Cavity I Exterior Frame Interior Frame Azm Tilt Status 4 " Location/Comments Wall 110 0.069 R-21 350 90 New 4.3.1-A6 Casda FENESTRATION SURFACE DETAILS. ID Type' Area -'U-Factor' SHGC Azm Status Glazing Type Location/Comments 33 Window 3.5 • 0.390 NFRC 0.30 NFRC 340 New, Double Non Metal Tinted. Master Suite ' 34. Window : 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Master Suite 35 Window 7.0 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Quinn/Sophie Bedrooms 36 Window 40.8 .0. 390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Quinn/Sophie Bedrooms 37, Window.,. 48.0 •0.390 NFRC 0.30 NFRC_, 250 New_,--,, Double Non Metal Tinted... Quinn/Sophie Bedrooms 38 Window' '+Y/3.0 0.390 -NFRC ,.o 7'0.30 NFRC 'k 250 New l'i `. Double Non Metal Tinted:` N. Quinn/Sophie Bedrooms 39 Window, 4 3.0 0.390 NFRC 1 0.30 'NFRC f .• •'250 New, - Double Non MetalTinted. Quinn/Sophie Bedrooms 40 Window, 3.0 Z'0.390, NFRC F ` . 0.30 NFRC X250 New.,,: Double Non Metal Tinted. 4 Quinn/Sophie Bedrooms _ 41 Window ,9i0 !0.390 NFRC! ' 0.30 NFRC a 340 New A °. Double Non Metal Tinted.\ Quinn/Sophie Bedrooms 42 Window 9.0-o 0.390 NFRC : , 0.30 NFRC 340 'New 'A Double Non Metal Tinted.. Quinn/SophierBedrooins . ` 43 .Window0_- L9.0_0.390 NFRC0.30 NFRC 14 4r4340 New A., Double Non Metal�Tinted:%W, Quinn/So` hie,.Be'dtooms 44 Window. 50.0 0.390 NFRC'- 0.30 NFRC .'340 New. Double Non Metal Tinted. Quinn/Sophie Bedrooms 45 Window _ 3.5 ••0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/KitchewFo er -46.- Window 99.0 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 47 Window 64.0 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer - 48 Window 3.5 . 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer (1) • LI-FactorType: 116-A = Default Table from Standards, NFRC =Labeled Value 2 SHGC Type: 116-B =' Defauft Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin Right Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt RExt Dist -Len H t Dist Len 'H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 6.7 6.0 2.0 0.1 2.0 2.0 37 Bug Screen 0.76 38 Bug Screen , 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen - 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 ` 45 Bug Screen 0.76 46 Bug Screen 0.76 + 47 JBug Screen 0.76 8.0 8.0 6.0 0.1 6.0 6.0 48 jBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number 6712 RunCode: 2011-05-19T12:20:18 ID: Pae 7 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41 HERS Provider: Ca10ERTS, Inc L L Electronically Filed by,Tim Scott and Authenticated at CalCERTS.com - 5/26/2011 ' Electronically Signed at CalCERTS.com by Frank Stolz (South Coast Architects, Inc.) -5/27/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R' Project Name BerCBW Residence Building Type ®Single Family ❑Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 5/25/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix. Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area a LI -Factor' SHGC Azm Status " Glazing Type Location/Comments 49 Wndow 3.5 0. 390 1 NFRC 0.30 1 NFRC 70 New Double Non Metal Tinted... Greatroom/Kitchen/Foyer 50, Wndow 3.5 0.390 NFRC •0.30 NFRC 70 New Double Non Metal Tinted. - Greatroom/Kitchen/Foyer 51 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. GreatroornXitchen/Fo er ,52 Window - 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 53, Window_ -__ •.3.5 0.390 NFRC_ ;_0.30 NFRC------ _�70 New . Double Non Meta( Tinted.. _, _ Greatroom/Kitchen/Foyer. 54 Wndow` N/3.5 0.390 NFRC , o f 0.30 ,NFRC �r 170 New F ,. Double Non Metal Tinted:' Greatroom/Kitchen/Foyer 55 Window, " 3.5 0.390 NFRC '7 ° 0.30 'NFRC ' i - 70 New,t Double Non Metal Tinted. _s_..: Greatroom/Kitchen/Foyer 56 Window 3._5_ x;0.390, NFRC F 0.30 NFRC ':..w4 `70 New, w+F- Double Non Metal Tinted. "v- GreatroomhOtchen/Foyer, 57 Window " 140,:0 10.390 NFRCn,- - 0.30 NFRC ` . ► 160 New ; "r" Double Non Metal Tinted.'A Greatroom/Kitchen/Foyer 58 Mndow 4,A48.01 1 0.390 NFRC , 0.30 NFRC X160 'New - I Double Non Metal Tinted. I Greatroorri7Kitchen/Foyer /160 New -': Double -Non ! GreatrooirWitchen/Fo er 59 , WndowAr •1135:0 -0.390 NFRC,,'w.r0.30 NFRC � xk 60'. Window 76.0 - 0.390 NFRC 0.30 NFRC'- 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 61 Window 22.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. GreatroornXitchen/Fo er 62. Wndow 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. N Greatroom/Kitchen/Foyer 63 Window - 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 64 Wndow . 3.3 _ 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer (1) U -Factor Type: 11 16-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: '116-B =Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin . ' Right Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt REA Dist Len H t Dist Len H t 49 Bug Screen 0.76 50 Bug Screen 0.76 - 51 Bug Screen 0.76 52 Bug Screen 0.76 53 Bug Screen 0.76 54 ' Bug Screen 0.76 55 Bug Screen 0.76 56 Bug Screen 0.76 57 Bua Screen . 0.76 10.0 . 10.5 10.0 0.1 10.0 10.0 58 Bug Screen 0.76 8.0 6.0 10.0 0.1 � 10.0 10.0 59 Bug Screen 0.76 60 Bug Screen 0.76 9.3 12.3 2.0 0.12.0 2.0 61 Bug Screen 0.76 62 Bug Screen 0.76 63 Bug Screen 0.76 64 JBug Screen. 0.76 - EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-05-19712:20:18 ID: Page 8 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41 HERS Provider: CalCERTS, Inc s Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 5/26/2011 i Electronically Signed at CalCERTS.com by'Frank Stolz (South Coast Architects, Inc.) -5/27/2011 a CERTIFICATE.OF COMPLIANCE:, Residential Part 4 of 5 CF -1R Project Name Bercaw Residence, Building Type ® Single Family ❑ Addition Alone ❑Multi Family ❑Existing+ Addition/Alteration Date 5/25/X1 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 Type Area U -Factor. SHGC Azm Status GlazingType Location/Comments 65 Window 3.3 .. 0.390 1 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 66 Window 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 67 Window' 3.3 0.390 NFRC0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Fo er . 68 . Window 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 69,; LAAndow -_ -3.5 0.390 NFRC,-: _.0.30. NFRC. __-160 New-__ Double Non Metal Tinted.- Greatroom/Kitchen/Foyer 70 • Window`. V3.5 0.390 •NFRC ,.w :;x`0.30' NFRC a "160 New C A Double Non Metal'Tinted', A Greatroom/Kitchen/Foyer 71 Wndow ". ", 3.5 0.390 NFRC f - 0.30 'NFRC i ": 160 New' Double Non Metal Tinted. ,r . * Greatroom/Kitchen/Foyer 72 Window: 126.D X 0.390; NFRC l 0.30 NFRC 1 .4250 New_� 'Double Non Metal Tinted. Greatroom/Kitchen/Foyer.- - 73 Window 90.•'0 10.390 NFRC F ... 0.30 NFRC _ 'ti 250 New A 2, Double Non Metal Tinted: ' Greatroom/Kitchen/Foyer 74 Window • x'41.6' j 0.390 NFRC _ 0.30 NF,RC'r ;250 'New 1 Double, Non Metal Tinted. } Grpatroom/Kitchen/Foyer 75 Window,A A t.33'0 ,.-0.390 NFRC+ • %# 0.30 NFRC_- X250 New • Double Non Metal4Tirited.� ? Greatrooin/KitchenlFo er 76 Wndow 3.5 '0.390 NFRC ' -'0.30 NFRC : -250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 77 Window 3.5 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Fo er 78 Window 13.5 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 79 Window _ 3.5 0.390 NFRC 0.30 NFRC 250 New - Double Non Metal Tinted. Greatroom/Kitchen/Foyer 80 Window 76.0 0.390 NFRC - 0.30 NFRC 340 New Double Non Metal Tinted: Greatroom/Kitchen/Foyer (1) U -Factor Type: 2 SHGC Type: 1.16-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window Ove hang Left Fin SHGC. Hot Wd Len Hat LExt RExt Dist Len I Right Fin Hot Dist Len Hot 65 Bug Screen 0.76 66 Bug Screen 0.76 67 Bug Screen 0.76 68 Bug Screen 0.76 69 Bug Screen 0.76 70 Bug Screen 0.76 71 Bug Screen 0.76 72 Bug Screen 0.76 9.0 14.0 8.0 0.1 8.0 8.0 • 73 Bug Screen 0.76 - 74 Bug Screen 0.76 75 Bug Screen 0.76 76 Bug Screen 0.76 77 Bug Screen 0.76 78 Bug Screen 0.76 79 JBug Screen 0.76 80 JBug Screen 0.76 ' -. it • EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-05-19712:20:18 ID: Page 9 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41 HERS Provider:'Ca10ERTS, Inc ' Electronically Filed by.Tim Scott and Authenticated at Ca10ERTS.com - 5/26/2011 . Electronically Signed at CalCERTS.com by Frank Stolz (South Coast Architects,'Inc.) 5/27/2011 r CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF - 1R Project Name Bercaw Residence Building Type m Single Family, ❑ Addition Alone ❑ Multi Family . ❑ Existing+ Addition/Alteration Date 5/25/2011 OPAQUE SURFACE DETAILS Surface U Insulation Joint Appendix Type Area Factor Cavi Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area ' U -Factor SHGC Azm Status GlazingType Location/Comments 81 window 140.0 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer - 82.. Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer ' 83 Window "� 3.3 ' 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Fo er 84A Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 85 Window_ _ 3.3 0.390 NFRC.., 70.30. NFRC- 340 New R„ ; Double Non Metal_ Tinted._,. .: GreatroomAitchen/Foyer 86 Window' '3.3 0:390 NFRC ,,r � 0.30 NFRC r -340 New f.. + Double Non Metal Tntedr' V Greatroom/Kitchen/Foyer 87 Window' " 3.3 0.390 NFRC 1 0.30 'NFRC t _ � , 340 New Double Non Metal need.'. ',....,.' Greatroom/Kitchen/Foyer 88 Window 3.5 A0.390. NFRC l i" 0.30 NFRC ,. 340 New:., "Double Non Metal Tihted._ .: Greatroom/Kitchen/Foyer 89 Window 13.)5 10.390 NFRC: 0.30 NFRC r 340 New ,l Double Non Metal Tinted: •. r Greatroom/Kitchen/Foyer 90 Window. ,1r 3.51)'0.390, NFRC i 0.30 NFRC ;1340 'New. .1 Double'Non Metal Tinted. 1 Greatroom*itchen/Foyer 91 Window, 1" k-3.5 0. 390. NFRC,,. -*0.30 NFRC"• X340 New +, Double Non Metal�Tinted:� Greatrooin/Kitchdri/Fo er 92.: Window 7.0 70 New ,. Double Non Metal Tinted. - -' Greatroom/Kitchen/Foye 0.390 NFRC 0.30 NFRC' r. 93 Window 7.0 0.390 NFRC 0.30 NFRC 170 New Double Non Metal Tinted. Greatroom/Kitchen/Fo er ,94- Window 46.6. 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. GreatroorNKitchen/Foyer 95 Window 28.8 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer, 96 ' Window 38.3 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer (1) U -Factor Type: 2 SHGC T e: . 116-A = Default Table from Standards, NFRC =Labeled Value 116-B'= Default Table from Standards, NFRC = Labeled Value - EXTERIOR SHADING DETAILS. ID ` Exterior Shade Type • Window Ove hang Left Fin Right Fin SHGC - Hot Wd Len 'Hot LExt REM . Dist Len H t Dist Len • H t 81 • Bug Screen • 0.76 ' 82 Bug Screen • 0.76 . 83 Bug Screen 0.76 84 Bug Screen. 0.76 • 85 Bug Screen 0.76 86 Bug Screen 0.76 87 Bug Screen 0.76 88 Bug Screen 0.76 ` 89 Bug Screen 0.76 90 Bug Screen 0.76 91 Bug Screen 0.76 92 Bug Screen 0.76 93 Bug Screen . 0.76 .94 Bug Screen 0.76 95 IBug Screen 0.76 96 18ug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011.05-19712:20:18 ID.' Pae 10 of 12 - ' - ' Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 5/26/2011 Electronically Signed at CalCERTS.com by Frank Stolz (South Coast Architects, Inc.) 5/27/2011 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R., Project Name Bercaw Residence Building Type ®Single Family ❑Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 5/25/2011 OPAQUE SURFACE DETAILS Surface Ll- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments • a FENESTRATION SURFACE DETAILS ID Type Area - LI -Factor' SHGC2 Azm Status Glazing Type Location/Comments 97 Window 46.6 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/KitchenfFoyer. 98, Window .7.0 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/KitchenfFoyer 99 Window 7.0 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. GreatroornXitchenfFo er 100' Window," 18.8 0.390 NFRC - 0.30 NFRC 0 New Double Non Metal Tinted. Casita 101 Window__ _7.0 0.390 NFRC.. - � _0.30_ NFRC __ �.. 0 New . , _ . _ Double Non Metal Tinted._ . _ Casita 102 Window. N,13.3 0.390 'NFRC J ':0.30 NFRC ' ='V-0 New C ti Double Non Metal Tintedr° Av.. Casita 103 Window V *10.8 0.390 NFRC 1 0.30 'NFRC f I-% 160 New ;.. Double Non Metal Tinted. _': Casita 104 Window' 33.3 :Z6.3901 NFRC 1 0.30 NFRC 64350 Newer -Double Non Metal Tinted. `s Casita 105 Window f 0:390 NFRC; , 0.30 NFRC 'r.^350 New A t Double Non Metal Tainted.\ 't Casita;9 y1.8:18 _. Rx.� ',t�� .�{rl�r'�ry_ly{'y.'/i�:',fy. - , �T+ �. A � .M ! � ��. i. � ' t • . � .�- i ', F'e ,,+"_.,_.}. �. .}.,f rra� I� �ti� �'' '4y,.r `"... •J• � " �4� '^�-! s �... , � ..� ��'M� .y -f"" � a..,.ill' . ' �-"laawlP"' ' �{ .� al' Ems.• i��'% (1) U -Factor Type: 116-A = Defauft Table from Standards, NFRC = Labeled Value , 2 SHGC Type: 116-8 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS - " ' ID Window Exterior Shade Type SHGC Hat Wd Ove hang Left Fin .- Right Fin Len H t LExt RExt Dist Len Hat Dist Len . H t 97- Bug Screen 0.76 98 Bug Screen 0.76 . 99 Bug Screen 0.76 .100 Bug Screen 0.76 ' 101 Bug Screen 0.76 102 Bug Screen 0.76 103 Bug Screen 0.76 104 Bug Screen 0.76 105 Bug Screen 0.76 r EnergyPro.5.1 by Ene Soft User Number. 6712 RunCode: 2011-05-19712:20:18 "-ID: Pae 11 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41 HERS Provider: CalCERTS, Inc I If- Electronically r Electronically Filed by Tim Scott -and Authenticated at CalCERTS.com - 5/26/2011 Electronically Signed at CalCERTS.com by Frank Stolz (South Coast Architects, Inc.) 5/27/2011 s CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R ,Project Name Bercaw Residence - Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 5/25/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built HVAC 1 Master Suite 1,092 13,978 HVAC 2 Quinn/Sophie Bedroom _ 873 9,603 . . HVAC 3 & 4 Greatroom/Kitchen/Foyer' 2689 33,075 Game Room 471 4,710 HVAC 5 Casita 367 3,303 1• • ` Totals 5,492 0 0 01 1 HVAC SYSTEMS . System Name, s O . Heating Type . Min. Eff. Cooling Type. Min. Eff. Thermostat Type Status HVAC 1 1 " Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New HVAC 2 1 ' Split Heat Pump 9.20 HSPF Split Heat Pump 16.0 SEER Setback New ` HVAC 3 & 4,o-,*Pwa"� 2-CentraLFurn"ace.wt,, 80% 9FUE Split_AirCohditionerww -16:0--SEER. Setback,. New _ HVAC 51"1 1 I S lit'Heat Pum V; 9,00 HSPF S Iit,Heat Pum ! `a_;y 15.7 SEER Setback New k HVAC DISTRIBUTION ,[, dl ` :. 4 f.: ,r<•` .! '::-1 ` - _ f = , _.. K.' 1 rt �I 'r '.. "1 < f -s—, System Name _Heatiri `:.-Coofin .Jarye....- .., "w»..` +-+�-z�..&�• _ ts`!1C . i. Duci Location R=Value Tested? Status HVAC 1 x' Ducted . Ducted ' Attic, Ceiling Ins, vented 8.0 fZ New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m = • New HVAC 3 & 4 Ducted Ducted -Attic, Ceiling Ins, vented 8.0 El New HVAC 5 Ducted Ducted Attic, Ceiling Ins, vented 8.01 m New WATER HEATING SYSTEMS S stem Name Oty. Type Distribution- Rated j Input - Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status - Bradford -Mite Corp. EF -7 2 Large Gas All Pipes Ins' •' 86,000 75 0.80 ' 0.00% 0.0 New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control O HP Hot Water Piping Length o U, a - System Name Pipe Length Pipe Diameter Insul: Thick. • y Plenum Outside Buried 5, ❑ ❑ EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-05-19712:20:18 ID: Pae 12 of 12 Reg: 211-N0002843E-000000000-0000 Registration Date/Time: 2011/01/19 15:07:41 HERS Provider: CalCERTS, Inc BUILDING ENERGY ANALYSIS REPORT Bercaw Residence80-315 Via MirasolLa Quinta, CA 92253,Project Designer:South Coast A:rchitects13 Corporate Plaza Suite #200Newport Beach, Ca 92660(949) 720-7022Report Prepared'by:Tim ScottScott Design and Title 24, Inc,.77-085 Michigan DrivePalm Desert, Ca 92211(760) 200-4780CITY-OF LAQUINTABUILDING & SAFETY DEPT.APPROVEDiLFOR CONSTRUCTIONJob Number.DEC 19 201110/31/2011The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and isauthorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards.,This program developed by EnergySoft, LLC — www.energysoft.com.EnergyPro 5. 1 by EnergySoft User Number 6712 RunCode: 2011-10-31T13:36:47 ID: ` v ' BUILDING ENERGY ANALYSIS REPORT Bercaw Residence80-315 Via MirasolLa Quinta, CA 92253,Project Designer:South Coast A:rchitects13 Corporate Plaza Suite #200Newport Beach, Ca 92660(949) 720-7022Report Prepared'by:Tim ScottScott Design and Title 24, Inc,.77-085 Michigan DrivePalm Desert, Ca 92211(760) 200-4780CITY-OF LAQUINTABUILDING & SAFETY DEPT.APPROVEDiLFOR CONSTRUCTIONJob Number.DEC 19 201110/31/2011The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and isauthorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards.,This program developed by EnergySoft, LLC — www.energysoft.com.EnergyPro 5. 1 by EnergySoft User Number 6712 RunCode: 2011-10-31T13:36:47 ID: ' . v - Y� Y� � � 9^ i - � i e � � ; .e. w. f. PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Bercaw Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/31/2011 Project Address 80-315 Via Mirasol La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,492 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures --If Yes, A CF -4R must. be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features (see Part 2 of 5) Status Roof Wood Framed Attic R-38 4,656 Radiant Barrier New Wall Wood Framed R-21 7,376 New Door Opaque Door None 48 New Slab Unheated Slab -on -Grade None 4,654 Perim = 483' New FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Left (E) 122.8 0.390 0.30 6.0 none Bug Screen New Left (E) 202.0 0.390 0.30 'none none Bug Screen New Rear (S) 430.5 0.390 0.30 none none Bug Screen New Rear (S) 40.0 0.390 0.30 6.0 none Bug Screen New Right (W) 417.7 0.390 0.30 none none Bug Screen New Right (W) 12.0 0.390 0.30 none none Bug Screen New Front (N) 354.8 0.390 0.30 none none Bug Screen New Rear (S) 116.8 0.390 0.30 2.0 none Bug Screen New Rear (S) 188.0 0.390 0.30 10.0 none - Bug Screen New Right (W) 126.0 0.390 0.30 8.0 none Bug Screen New, Right (W) 6.3 1.190 0.83 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New 1 Split Heat Pump 9.20 HSPF Split Heat Pump 16.0 SEER Setback New 2 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 2 Large Gas 75 0.80 All Pipes Ins New EnergyPro 5.1 by Energ Soft 'User Number: 6712 RunCode: 20 1 1-1 0-3 1 713:36:47 ID: Page 3 of 44 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Bercaw Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11013112011 Date Project Address 80-315 Via Mirasol La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,492 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST EI Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front (N) 39.1 0.390 0.30 none none Bug Screen New Front (N) 52.1 0.390 0.30 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 9.00 HSPF Split Heat Pump 15.7 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 5 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by Energ Soft User Number.- 6712 RunCode: 2011-10-31713:36:47 ID: Page 4 of 44 ' ct.• 4 ' • 4 ..,t'•. .•�A. ,' •4'. ,u., r ` v �'t I +1 ; Gr ,, ..r* r PERFORMANCE CERTIFICATE- Residential (Part 2 of 5) - CF71 R Project Name Building Type • ® Single Family ❑ Addition Alone Date BefCaw Residence '- - ❑Multi Family ❑ Existing+Addition/Alteration 10/31/2011 SPECIAL FEATURES INSPECTION CHECKLIST` The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency ' determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of , the special justification and documentation submitted. The DHW System Bradford -White Corp. EF -75T -150-3N is a non-NAECA large storage gas water heater. ,Verify DHW details. The HVAC System HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed.40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 572.0 112 Covered Slab Floor, 3.500" thick at Master Suite HIGH MASS Design - Verify Thermal Mass: 520.0 ft2 Exposed Slab Floor, 3.500', thick at Master, Suite r The HVAC System HVAC 2 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. • , HIGH MASS Design - Verify Thermal Mass: 617.0 ft2 Covered Slab Floor, 3.500" thick at Quinn/Sophie Bedroom HIGH MASS Design - Verify Thermal Mass:, 256.0 ft2 Exposed Slab Floor, 3.500" thick at Quinn/Sophie Bedroom The HVAC System HVAC 3 & 4 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential A endix RA -3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 501.0 ft2 Covered Slab Floor, 3.500" thick at Greatroom/Kitchen/Foyer s HIGH MASS Design,- Verify Thermal Mass: 2,188.0 ft? Exposed Slab Floor, 3.500" thick at Greatroom/Kitchen/Foyer The HVAC System HVAC 5 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a se arate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. The Roof R-38 Roof(R.38.2x 14.16) 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 y `- Items in this sectionrequire field testing and/or verification by a certified HERS Rater: The inspector must receive a,' • completed CF -4R form for each .6f the measures listed below for final to be iven. The Cooling System Carrier 24ACB648158CVX090 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenses r The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. I I I I- • The Cooling System Carrier 25HCB636 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display.: ' The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct, - leakage' meets the specified criteria. The Cooling System Carrier 24ACB660 / 58CVX090 includes credit for a 12.7 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenses ` + The HVAC System HVAC 3 & 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. ! . The HVAC System HVAC 3 & 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. r ` - The Cooling System Carrier 25HCB624 includes credit for a 12.6 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser The HVAC System HVAC 5 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 5 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ene Pro 5.1 b Ener Soft -User Number. 6712 RunCode: 2011-10-31713:36:47 ID: Page 5 of 44 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Bercaw Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 10/31/201 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 7.07 6.03 1.05 Space Cooling 65.51 59.14 6.36 Fans 13.38 18.24 , -4.86 . Domestic Hot Water 6.25 4.11 2.14 Pumps 0.00 0.00 0.00 Totals 92.22 87.53 4.69 Percent Better Than Standard: 5.1% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: ` (N) 340 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) , 2,20 -446, Fuel Available at Site: Natural Gas (Ej 2,522 325 Raised 'Floor Area: 0 (s)" 2,161 775 Slab on Grade Area: 4;654 (W 2,582 562 Average Ceiling Height: 11.8 f Roof' 4,656 0 Fenestration 'Average U -Factor- 0.39 TOTAL: 2,108 Average SHGC: 0.30 Fenestration/CFA Ratio: 38.4% - REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. , The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, -10/31/2011 Address 77-085 Michigan Drive . Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and ' with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company South Coast Architects Address 13 Corporate Plaza Suite #200 Name South Coast Architects City/State/Zip Newport Beach, Ca 92660 Phone (949) 720-7022 Signed License # • Date EneravPro, 5.1 by EnerqySoft User Number. 6712 RunCode: 201 1-10-3 1 713:36:47 ID: Page 6 of 44 CERTIFICATE OF COMPLIANCE: Resideritial . . . (Part 4 of 5)' ' CF -1R Project Name Bercaw Residence Building Type m Single Family ❑ Addition Alone ❑Multi Family' ❑Existing+ Addition/Alteration Date 10/31/2011 OPAQUE SURFACE DETAILS - Surface Type JArea U- - Insulation Factor Cavity Exterior Frame Interior Frame Azm y, Joint Appendix • Tilt Status - 4 Location/Comments Roof 1,092 0.026 R-38 0 20 New 4.2.1-A9 Master Suite Wall 621 0.069 R-21 70 .. 90 New- 4.3.1-A6 Master Suite Door 48 0.500 None = 70 90 New, 4.5.1-A4 Master Suite Wall 326 0.069 R-21 - 160 90 New 4.3.1-A6 Master Suite Wall 763 0.069 R-21 250 90 New 4.3.1-A6 Master Suite Wall 164 0.069 R-21 270. 90 New 4.3.1-A6 Master Suite Wall • 101 0.069 R-21 340 .90 New 4.3.1-A6 Master Suite ' Slab - 572 0.730 None 0 180 New 4.4.7-A1 Master Suite Slab 520 0.730 None 0 180 New 4.4.7-A1 Master Suite Roof : 404 0.026 R-38 0 20 New 4.2.1-A9 ' Quinn/Sophie Bedrooms Wall 178 0.069 R-21 170 90 New ±+ 4.3.1-A6 Quinn/Sophie Bedrooms Wall 112 0.069.R-21 r 160 �90 New 4.3.1-A6 Quinn/Sophie Bedrooms Wall .323 0.069 R-21 250 90 New • 4.3.1-A6 Quinn/Sophie Bedrooms Wall 324 0.069 R-21 s 340 90 New 4.3.1-A6 Quinn/Sophie Bedrooms Slab 617 0.730 None 0 180 New 4.4.7-A1 Quinn/So hie Bedrooms Slab 256 0.730 None 0 180 New 4.4.7-A1 Quinn/Sophie Bedrooms ,FENESTRATION SURFACE DETAILS ID -T e Area LI -Factor' SHGC2 Azm Status Glazing Type, Location/Comments 1 Window 14.7 0.390 NFRC 0.30 NFRC. 70 New Double Non Metal Tinted. Master Suite 2 Window 14.7 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Master Suite 3 Window . 14.7 0.390 NFRC 0.30 NFRC 1170 New • Double Non Metal Tinted. Master Suite ' 4 Window 14.7 . 0.390 NFRC 0.30 NFRC ' 70 New Double Non Metal Tinted. Master Suite 5 Window 33.0 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. • ' Master Suite 6 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Master Suite 7 Window 3.5 . 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Master Suite " 8 Window 3.5 0.390 NFRC - . 0.30 NFRC 70 New Double Non Metal Tinted. Master Suite 9 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted.. Master Suite . 10 Window 67.0 0.390 NFRC 0.30 NFRC ': 160 New Double Non Metal Tinted. Master Suite 11 Window 40.0 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Master Suite 12 Window . 64.0 0.390 NFRC 0.30 NFRC, : 160 New Double Non Metal Tinted. Master Suite 13 Window ' 3.5 0.390 NFRC 0.30 NFRC ' 160 New Double Non Metal Tinted.,. Master Suite 0 14 Window 8.0 0.390 NFRC 0.30 NFRC 160 New Double Non Metal.Tinted. Master Suite 15 Window 3.5 0.390 NFRC 0.30 NFRC -160 New Double Non Metal Tinted. Master Suite . 16 Window 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Master Suite (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 ' I I Exterior Shade Type SHGC Window . Overhang Left Fin H t Wd Len H t LExt RExt Dist a Len Right Fin H t Dist Len H t 1 Bug Screen 0.76 7.3 2.0 6.0 0.1 6.0 6.0 2 Bug Screen 0.76 7.3 2.0 6.0 0.1 6.0 6.0 3 Bug Screen 0.76 7.3 2.0 6.0 0.1 6.0 6.0 ' 4 Bug Screen 0.76 7.3 2.0 6.0 0.1 6.0 6.0 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 .8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen + -0.76 11 Bug Screen 0.76 8.0 5.0 6.0 0.1 6.0 6.0 12 Bug Screen 0.76 13- Bug Screen 0.76 t' 14 Bug Screen, 0.76 15: Bug Screen 0.76 16 JBug Screen 0.76 EnergyPro 5.1 by Ener Soft User Number: 6712 Run Code: 2011-10-31T13:36:47 ID: Page 7 of 44 t ' • , I + • ti - CERTIFICATE OF COMPLIANCE: Residential (Pa rt 4 of 5) CF -1R_ Project Name Bercaw Residence Building Type la Single Family ❑ Addition Alone " ❑ Multi Family. ❑ Existing+ Addition/Alteration Date 10/31/2011 OPAQUE SURFACE DETAILS ' Surface Type Area U Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix a Tilt Status • 4 Location/Comments Roof + 2,322 0.026 R-38 0 -,20 New 4.2.1-A9 Greatroom/Kitchen/Fo er Wall 1,103 0.069 R-21 70 "90 New 4.3.1-A6� GreatroomhOtchen/Fo er Wall 608 0.069 R-21 160 90 New 4.3.1-A6 Greatroom/Kitchen/Fo er Wall 395 0.069 R-21 250 90 New 4.3.1-A6 GreatroornXitchen/Fo er Wall 868 0.069 R-21 r '_' 340 90 New 4.3.1-A6" GreatroomhOtchen/Fo er Slab 501 0.730 None «' 0 180 New. 4.4.7-A1 Greatroom/Kitchen/Fo er Slab • 2,188 0.730 None 0 180 New 4.4.7-A1 GreatroomhOtchen/Fo er Roof 471 0.026 R-38 0 20 New 4.2.1-A9 Greatroom/Kitchen/Fo er Wall 247 •0.069 R-21, 70 90 New 4.3.1-A6 GreatroornXitchen/Fo er Wall 189 0.069 R-21 160 90 New 4.3.1-A6. GreatroornXitchen/Fo er Wall 168 0.069 R-21 250 90 New 4.3.1-A6 GreatroomhOtchen/Foyer Wall 250 0.069 R-21 340 - 90 New 4.3.1=A6 GreatroornXitchen/Fo er Roof 367 0.026 R-38 0 20 New 4.2.1-A9 - '+ - Casita ' Wall 168 0.069 R-21 " 0 90 New ' 4.3.1-A6 Casita . Wall 151 0.069 R-21 160 90 New 4.3.1-A6 Casita Wall 207 0.069 R-21 ' 250 90 New 4.3.1-A6 Casita , FENESTRATION SURFACE DETAILS ' ID Type Area U -Factor SHGC Azm Status GlazingType Location/Comments 17 Window 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. _ Master Suite 18 Window 14.7 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 19 Window 14.7 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite + 20 Window 14.7 0.390 NFRC 0.30 NFRC 250 New - Double Non Metal Tinted. Master Suite 21 Window 14.7 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 22 Window 5.3 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 23 Window 5.3 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 24 Window 5.3 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 25 Window 12.0 • . 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 26 Window .. 3.5 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite . 27 Window 3.5 0.390 NFRC 0.30 NFRC 250 New, . Double Non Metal Tinted.. Master Suite 28 Window 3.5 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Master Suite 29- Window 3.5 0.390 NFRC 0.30 NFRC ' 250 New Double Non Metal Tinted. Master Suite 30 Window 12.0 0.390 NFRC 0.30 NFRC 270 New Double Non Meial Tinted. Master Suite 31 Window 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Master Suite 32 Window 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Master Suite (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value ' EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin- - Len H t LExt RExt Dist Len Ri ht Fin H t Dist Len H t 17 Bug Screen 0.76 ' 18 Bug Screen 0.76 19 Bug Screen 0.76 20 `. Bug Screen 0.76 ., . 21 Bug Screen .10.76 22 Bug Screen - 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 : Bu Screen 0.76 26 Bu Screen 0.76 ' 27 Bu Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bu Screen 0.76 t 31 Bug Screen 0.76 a 32 Bug Screen 0.76 Ene Pro 5.1 b Ene Soft User Number: 6712' RunCode: 2011-10-31713:36:47 ID: Page 8 of 44 CERTIFICATE OF COMPLIANCE: Residential ---------- (Part 4 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Bercaw Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 11013112011 OPAQUE SURFACE DETAILS 3.5 0.390 NFRC 0.30 Surface U Insulation I I I Joint Appendix 1 1 0.390 NFRC Type Area Factor I Cavity Exterior Frame I InteriorFrame Azm Tilt Status 1 4 Location/Comments wall 1 1101 0.069 R-21 I I I 1 3501 90 1 New 14.3.1-A6 ICasita 0.3037 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC 33 window 3.5 0.390 NFRC 0.30VNFRC 34 Window 3.5 0.390 NFRC 0.30 35 Window 7.0 0.390 NFRC 0.30 36 Window 40.8 0.390 NFRC 0.3037 70 New Window 48.0 0.390 NFRC 0.3038 Double Non Metal Tinted. Window 3.0 0.390 NFRC 0.30 39 window 3.0 0.390 NFRC 0.30 NFRC 40 window 3.0 0.390 NFRC 0.30 NFRC 41 Window 9.0 0.390 NFRC 0.30 NFRC 42 Window 9.0 0.390 NFRC 0.30 NFRC 43 Window 9.0 0.390 NFRC 0.30 NFRC 44 Window 50.0 0.390 NFRC 0.30 NFRC 45 Window 3.5 0.390 NFRC 0.30 NFRC 46 Window 99.0 0.390 NFRC 0.30 NFRC 47 Window 64.0 0.390 NFRC 0.30 NFRC 48 window 3.5 0.390 NFRC 0.30 NFRC (1) U -Factor Type: (2) SHGC Type: 116-A = Default Table from Stan 116-B = Default Table from Star EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 6.7 6.0 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 0.76 47 IBug Screen 0.761 8.01 8.0 48 Buo Screen 0.761 1 Azm Status Glazing Type 340 New Double Non Metal Tinted. 340 New Double Non Metal Tinted. 70 New Double Non Metal Tinted. 160 New Double Non Metal Tinted. 250 New Double Non Metal Tinted. 250 New Double Non Metal Tinted. 250 New Double Non Metal Tinted. 250 New Double Non Metal Tinted. 340 New Double Non Metal Tinted. 340 New Double Non Metal Tinted. 340 New Double Non Metal Tinted. 340 New Double Non Metal Tinted. 70 New Double Non Metal Tinted. 70 New Double Non Metal Tinted. 70 New Double Non Metal Tinted. 70 New Double Non Metal Tinted. s, NFRC = Labeled Value s. NFRC = Labeled Value LExt I PlExt I Dist I Len 2.01 0.11 2.01 2.0 6.01 0.11 6.01 6.0 Location/Comments Master Suite Master Suite Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms Quinn/Sophie Bedrooms I EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Page 9 of 44 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Bercaw Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/31/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 49 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 50 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 51 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Fo er 52 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 53 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 54 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 55 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 56 Window 3.5 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 57 Window 140.0 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 58 . Window 48.0 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 59 Window 135.0 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 60 Window 76.0 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 61 Window 22.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greetroom/Kitchen/Foyer 62 Window 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 63 Window 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 64 Window 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer (1) Ll -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Len H t LExt RExt Dist Len Right Fin H t Dist Len I H t 49 Bug Screen 0.76 50 Bug Screen 0.76 51 Bug Screen 0.76 52 Bug Screen 0.76 53 Bug Screen 0.76 54 Bug Screen 0.76 55 Bug Screen 0.76 56 Bug Screen 0.76 57 Bug Screen 0.76 10.0 10.5 10.0 0.1 10.0 10.0 58 Bug Screen 0.76 8.0 6.0 10.0 0.1 10.0 10.0 59 Bug Screen 0.76 60 Bug Screen 0.76 9.3 12.3 2.0 0.1 2.0 2.0 61 Bug Screen 0.76 62 Bug Screen 0.76 63 Bug Screen 0.76 64 JBug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number. 6712 RunCode: 2011-10-31713:36:47 ID: Pae 10 of 44 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Bercaw Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/31/2011 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area 1-1-Factor SHGC Azm Status Glazing Type Location/Comments 65 Window 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 66 Window 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 67 Window 3.3 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Fo er 68 Window 3.5 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 69 Window 3.5 0.390 NFRCAO. NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 70 Window 3.5 0.390 NFRCNFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 71 Window 3.5 0.390 NFRCNFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 72 Window 126.0 0.390 NFRCNFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 73 Window 90.0 0.390 NFRCNFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 74 Window 41.6 0.390 NFRCNFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 75 Window 33.0 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 76 Window 6.3 1.190 Default 0.83 Default 250 New Sirestar 8MM Greatroom/Kitchen/Foyer 77 Window 3.5 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 78 Window 3.5 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 79 Window 3.51 0.390 1 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 80 Window 1 76.01 0.390 1 NFRC 1 0.30 1 NFRC 1 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer (1) U-Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window. H t Wd Ove hang Left Fin Len H t LExt REA Dist Len Right Fin H t Dist Len H t 65 Bug Screen 0.76 66 Bug Screen 0.76 67 Bug Screen 0.76 68 Bug Screen 0.76 69 Bug Screen 0.76 70 Bug Screen 0.76 71 Bug Screen 0.76 72 Bug Screen 0.76 9.0 14.0 8.0 0.1 8.0 8.0 73 Bug Screen 0.76 74 Bug Screen 0.76 75 Bug Screen 0.76 76 Bug Screen 0.76 77 Bug Screen 0.76 78 Bug Screen 0.76 79 Bug Screen 0.76 80 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-10-31713:36:47 ID: Pae 11 oJ44 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Bercaw Residence Building Type O Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/31/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS .ID Type Area U -Factor SHGC4 Azm Status Glazing Type Location/Comments 81 Window 140.0 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 82 Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 83 Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. GreatroornXitchen/Fo er 84 Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 85 Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. GreatroornXitchen/Foyer 86 Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 87 Window 3.3 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 88 Window 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 89 Window 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. Greatroomfi0tchen/Foyer 90 Window 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. GreatroomhOtchen/Foyer 91 Window 3.5 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. GreatroornhOtchen/Foyer 92 Window 7.0 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 93 Window 7.0 0.390 NFRC 0.30 NFRC 70 New Double Non Metal Tinted.. Greatroom/Kitchen/Foyer 94 Window 46.6 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. GreatroornAitchen/Foyer 95 Window 28.8 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 96 lWndow 1 38.3 0.390 1 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer (1) Ll -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Len H t LExt Left Fin RExt Dist Len Right Fin H t Dist Len I Hat 81 Bug Screen 0.76 82 Bug Screen 0.76 83 Bug Screen 0.76 84 Bug Screen 0.76 85 Bug Screen 0.76 86 Bug Screen 0.76 87 Bug Screen 0.76 88 Bug Screen 0.76 89 Buq Screen 0.76 90 Bua Screen 0.76 91 Bug Screen 0.76 92 Bug Screen 0.76 93 Bug Screen 0.76 94 Bug Screen 0.76 95 Bug Screen 1 0.761 1 96 Bug Screen 1 0.761 1 Ener Pro 5.1 by EnergySoft User Number.' 6712 RunCode: 2011-10-31713:36:47 ID: Pae 12 of 44 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Bercaw Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/31/2011 OPAQUE SURFACE DETAILS Surface U- Area Factor Insulation Joint Appendix Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments —Type FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 97 Window 46.6 0.390 NFRC 0.30 NFRC 250 New Double Non Metal Tinted. Greatroom/Kitchen/Foyer 98 Window 7.0 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. GreatroornXitchen/Foyer 99 Window 7.0 0.390 NFRC 0.30 NFRC 340 New Double Non Metal Tinted. GreatroomhOtchen/Fo er 100 Window 18.8 0.390 NFRC 0.30 NFRC 0 New Double Non Metal Tinted. Casita 101 Window 7.0 0.390 NFRC 0.30 NFRC 0 New Double Non Metal Tinted. Casita 102 Window 13.3 0.390 NFRC 0.30 NFRC 0 New Double Non Metal Tinted. Casita 103 Window 10.8 0.390 NFRC 0.30 NFRC 160 New Double Non Metal Tinted. Casita 104 Window 33.3 0.390 NFRC 0.30 NFRC 350 New j Double Non Metal Tinted. Casita 105 Window 18.8 0.390 NFRC 0.30 NFRC 350 New Double Non Metal Tinted. Casita (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC H t Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len Hat Dist Len H t 97 Bug Screen 0.76 98 Bug Screen 0.76 99 Bug Screen 0.76 100 Bug Screen 0.76 101 Bug Screen 0.76 102 Bug Screen 0.76 103 Bug Screen 0.76 104 Bug Screen 0.76 105 Bug Screen 0.76 EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2011-10-31 T13:36:47 ID: Pae 13 of 44 CERTIFICATE OF COMPLIANCE: Residential ' (Part 5 of 5) CF -1 R Project Name Bercaw Residence Building Type © Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11013112011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existinq Altered Removed Volume Year Built HVAC 1 Master Suite 1,092 13,978 HVAC 2 Quinn/Sophie Bedroom 873 9,603 HVAC 3 & 4 Greatroom/Kitchen/Foyer 2,689 33,075 Game Room 471 4,710 HVAC 5 Casita 367 3,303 Totals 5,492 0 01 0 HVAC SYSTEMS System Name Qty.. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New HVAC 2 1 Split Heat Pump 9.20 HSPF Split Heat Pump 16.0 SEER Setback New HVAC 3 & 4 2 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New HVAC 5 1 Split Heat Pump 9.00 HSPF Split Heat Pump 15.7 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 CI New HVAC 5 Ducted I Ducted Attic, Ceiling Ins, vented 8.0 El lNew WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input (Btu h) Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Bradford -White Corp. EF -7 2 Large Gas All Pipes Ins 86,000 75 0.80 0.00% 0.0 New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft C o m a — . System Name Pipe Length Pipe Diameter Insul. Thick. Qt . HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Pae 14 of 44 MANDATORY MEASURES SUMMARY: Residential' . = , Pae 1 bf•3 , .'MF -1 R Project Name - , . ..• Date Bercaw Residence - _ 10/31/2011 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF- 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown.elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 4 , 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a): ' 117: Exterior doors and windows are weather-stri ed; all joints and penetrations are caulked and sealed. - 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate t e 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 ceilin or e• uivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. F • M1 - * 150(c): Minimum R-13 insulation in wood -frame wall ore uivalent U -factor. *§150(d): Minimum R-13 insulation in raised wood -frame floor ore uivalent LI -factor. §150(f): Air retarding wrap is tested; labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1R Form. 1 50 : 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 Lo .Measures: �. 150 a 1A: Masonry or factory -built fire laces have a closable metal or glass door covering the enti4opening of the firebox. §150(e)113: 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 PlumbingSystem 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.- z "' + 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). + §150(j)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. u ' §1500)113: 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 ,. "150-B. recirculatingsections of hot water pipes are insulated per Standards Table §1500)2: Cooling system piping (suction, chilled water, orbrine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 1507B and Equation 150-A. s - §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(i)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in , • , conditioned space. ' §150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation EnergyPro 5.1 by EnergySoff . User Number: 6712 RunCode: 2011-10-31T13:36:47 ID: Page 15 of 44 •a - '4* MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Bercaw Residence 11013112011 §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. EnergyPro 5.1 by EnergySoff User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Page 16 of 44 W MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Bercaw Residence 10/31/2011 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. I §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires: EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor.not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an'override or bypass switch that disables the astronomical,time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 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 hi h efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no , more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. 0 EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Page 17 of 44 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Bercaw Residence Date 10/31/2011 System Name HVAC 1 Floor Area 1,092 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,060 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 71,000 23,360 1,715 606 26,135 Total Output Btuh 71,000 0 Output Btuh/s ft 65.0 1,101 998 Cooling System 0 0 Output perSystem 47,500 0 0 0 0 Total Output Btuh 47,500 0 F 1,715 0 Total Output (Tons) 4.0 1 1,1011 998 Total Output Btuh/s ft) 43.5 Total Output s ft/Ton 275.9 25,562 28,130 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Carrier 24ACB648/58CVX090 37,455 3,885 71,000 Airflow cfm/s ft 1.47 Airflow cfm/Ton 404.2 Outside Air % 0.0 % Total Adjusted System Output 37,455 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,885 71,000 Aug 3 PM Jan 1 AM Outside Air (cfm/ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 71 OF 71 OF 113 OF �---� 113 OF - ' Heating Coil Supply Fan 1,600 cfm 113 OF ROOM f 72 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 112/78°F Outside Air 0 cfm 79 ! 64 OF 79/64°F 57/55°F 57/55°F c Cooling Coil Supply Fan 57 / 56 OF 1,600 cfm 45.1 % ROOM 78 / 63 OF EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2011-10-31 T13:36:47 ID: Page 18 of 44 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Bercaw Residence Date 10/31 /2011 System Name HVAC 2 Floor Area 873 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 559 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 35,200 12,321 1,532 802 14,124 Total Output Btuh 35,200 0 Output Btuh/s ft 40.3 581 428 Cooling System 0 0 Output per System 35,500 0 0 0 0 Total Output Btuh 35,500 0 581 1 13,4821 1,532 0 Total Output ons 3.0 428 Total Output Btuh/s ft) 40.7 Total Output s ft/Ton 2951. 14,979 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION - Airflow cfm 1,200 Carrier25HCB636 27,625 3,329 21,985 Airflow cfm/s ft 1.37 Airflow cfm/Ton 405.6 Outside Air % 0.0% Total Adjusted System Output 27,625 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,329 21,985 Aug 3 PM Jan 1 AM Outside Air (cfm/ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 72 OF 72 OF 89 OF 89 OF Supply Fan Heating Coil 1,200 cfm 89 OF ROOM 72 OF COOLING SYSTEM PSYCHROMETICS (Airstream .Temperatures at Time of Cooling Peak) 112/78°F Outside Air 0 cfm AL 78164 OF .44 78/64°F 57/56°F 57/56°F j � SOY Cooling Coil Supply Fan 57 / 56 OF 1,200 cfm __...... _ ..,.. . 45.7 % ROOM 78 / 64 OF EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Page 19 of 44 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name ' ' Bercaw Residence IDate 10/31/2011 System Name - HVAC 3 & 4 Floor Area 3,160 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL CFM Total Room Loads 3,237 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 71,000 61,788 4,249 1,623 57,848 Total Output (Btuh) 142,000 0 Output Btuh/ ft 44.9 2,911 2,208 Cooling System 0 0 Output per System 57,500 0 0 0 0 Total Output Btuh 115,000 4,960 4,249 -4,960 Total Output (Tons) 9.6 2,911 2,208 Total Output (Btuh/s ft) 36.4 Total Output s ft/Ton 3297 72,570 57,304 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 4,000 Carrier 24ACB660 / 58CVX090 87,142 14,399 142,000 Airflow ctm/s ft 1.27 Airflow cfmfron 417.4 Outside Air % 0.0% Total Adjusted System Output 87,142 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 14,399 142,000 Aug 3 PM I Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 71 OF 71 OF 105 OF 106 OF i Heating Coil Supply Fan 4,000 cfm 105 OF ROOM _. _ 72 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 112178 OF Outside Air 0 cfmCooling 79 l 65 OF 79 / 65 OF 58 / 57 OF 59 / 57 OF + c Coil Supply Fan - 60 / 58 OF 4,000 cfm _.. _._.. -. 48.0% ROOM 78/ 64 OF RTIi fl*- EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2011-10-31T13:36:47 ID: Page 20 of 44 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Bercaw Residence Date 10/31/2011 System Name HVAC 5 Floor Area 367 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 357 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 23,200 9,436 1,108 276 5,579 Total Output Btuh 23,200 0 Output Btuh/s ft 63.2 445 169 Cooling System 0 0 Output perSystem 23,000 0 0 0 0 Total Output Btuh 23,000 0 445 1 10,325 1,108 0 Total Output ons 1.9 169 Total Output Btuh/s ft) 62.7 Total Output s ft/Ton 191.5 5,917 Air System CFM perSystem 700 HVAC EQUIPMENT SELECTION Airflow cfm 700 Carrier 25HCB624 19,394 0 14,490 Airflow cfm/s ft 1.91 Airflow cfmfron 365.2 Outside Air (%) 0-0% Total Adjusted System Output 1 19,394 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 14,490 Aug 3 PM Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 7.2 OF Outside Air 0 cfm Supply Fan 700 cfm 72 OF 72 OF 91 OF Heating Coil I 91 OF , ROAM 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak) 112178 OF 79 ! 62 Outside Air Ar 0 cfm 79162 OF OF 79 / 62 OF 53 / 51 OF o Supply Fan Cooling Coil 53 / 51 OF 700 cfm 38.9% ROOM 78162 °F . EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-10-31713:36:47 /D: Page 21 of 44 ROOM LOAD SUMMARY Project Name - Date Bercaw Residence 10/31/2011 System Name Floor Area HVAC 1 1,092 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Master Suite Master Suite 1 1,060 23,360 1,715 1,060 23,360 1,715 606 26,135 M1 al Total includes ventilation load for zonal EnergyPro 5.1 by EnerqySoft User N s PAGE TOTAL TOTAL' 1,060 23,360 1,715 606 26,135 1,060 23,360 1,715 606 26,135 2011-10-31T13:36:47 ID: 22 of 44 ROOM LOAD SUMMARY Project Name Bercaw Residence Date 10/31/2011 System Name HVAC 2 Floor Area 873 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Quinn/Sophie Bedrooms Quinn/Sophie Bedroom 1 559 12,321 1,532 559 12,321 1,532 802 14,124 t . Total includes ventilation load for zonal systems. PAGE TOTAL TOTAL* 559 559 12,3211 12,321 1,5321 1,532 802 14,124 802 14,124 EnergyPro 5.1 by EnerqySoft User Number: 6712 RunCode: 2011-10-31 T13:36:47 ID: Pa a 23 of 44 ROOMLOAD SUMMARY 61,788 4,249 1,623 57,848 3,237 Project Name Bercaw Residence 4,249 1,623 57,848 Date 10/31/2011 System Name HVAC 3&4 Floor Area 3,160 ,. ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Greatroom/Kitchen/Foyer Greatroom/Kitchen/Foyer 1 2,629 50,193 3,054 2,629 50,193 3,054 1,390 49,539 Game Room 1 607 11,595 1,195 607 11,595 1,195 233 8,309 r r_ Total includes ventilation load for zonal systems. PAGE TOTAL TOTAL* Ene Pro 5.1 6 Ener Soft User Number: 6712 RunCode: 2011-10-31713:36:47 r ID: Page 24 of 44 3,237 61,788 4,249 1,623 57,848 3,237 61,788 4,249 1,623 57,848 l ROOM LOAD SUMMARY Project Name Bercaw.Residence Date 10/31/2011 System Name HVAC 5 Floor Area 367 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Casita Casita 1 357 9,436 1,108 357 9,436 1,108 276 5,579 ' Total includes ventilation load for zonal systems. PAGE TOTAL TOTAL* 357 357 9,436 9,436 1,108 1,108 276 5,579 276 5,579 Ener Pro 5.1 by EnerqySoft User Number: 6712 RunCode: 201 1-10-3 1 713:36:47 ID: Page 25 of 44 ROOM HEATING PEAK LOADS Project Name Bercaw Residence Date 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Suite Floor Area 1,092.0 ftz Indoor Dry Bulb Temperature 72 OF Time of Peak - Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area - U-Value - X X X X . X X X X X X X X X X X X X X X X X X X X X X X X X X X AT 'F = = = = = = = = _ = = - _ - = - = = _ _ _ = = = = = = = = = 46 Btu/hr R-38 Roof(R. 38.2x 14.16) 1,092.0 X 0.0260 46 1,306 R-21 Wall (W.19.2x6.16) 1,975.5 X 0.0690 46 6,270 Double Non Metal Tinted. 425.5 X 0.3900 46 7,633 Wood Door 48.0 X 0.5000 46 1,104 Slab-On-Grade perm = 178.0 X 0.7300 46 5,977 X X X X X X X X X X X X X X X X X a X X X X X ' X X X X. Items shown with an asterisk (') denote conduction i Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface to X 1,092 X Area Ceiling another room 12.80 X 0:337 Height ACH Page Total / 60 ] X AT 22,291 = 3,844 TOTAL HOURLY HEAT LOSS FOR ROOM 26,135 EnergyPro 5.1 by EnergySoft User Number- 6712 RunCode: 2011-10-31 T13:36:47 ID: Page 26 of 44 ROOM HEATING PEAK LOADS Project Name Bercaw Residence Date 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Quinn/Sophie Bedroom Floor Area 873.0 ft2 Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area U -Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AT °F Btu/hr = 483 = 2,975 = 3,261 = 4,332 = = = = _ = - - _ = = = _ = - = = _ = = _ = = = = = 11,051 46 = 3,073 R-38 Roof(R.38.2x 14.16) 404.0 X 0.0260 46 R-21 Wall (W. 19.2x6.16) 937.2 X 0.0690 46 Double Non Metal Tinted. 181.8 )( 0.3900 46 Slab -On -Grade perim = 129.0 X 0.7300 46 X X X X^ X X X X X X X X X X X X X X X X X X X e X X X X Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface to X 873 X Area Ceiling another room 11.00 X 0:392 Height 'ACH Page Total /60] X AT TOTAL HOURLY HEAT LOSS FOR ROOM 14,124 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Page 27 of 44 ROOM HEATING PEAK LOADS Project Name Bercaw Residence Date 10/31/2011. ROOM INFORMATION DESIGN CONDITIONS Room Name Greatroom/Kitchen/Foyer Floor Area 2,689.0 ft2 Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area U-Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OT °F Btu/hr. R-38 Roof(R.38.2x 14.16) 2,322.0 X 0.0260 46 = 2,777 R-21 Wall (W. 19.2x6.16) 2,973.5 X 0.0690 46 = 9,438 Double Non Metal Tinted. 1,204.2 X 0.3900 46 = 21,603 Sirestar 8MM • 6.3 X 1.1900 46 = 345 Slab-On-Grade perfm = 176.0 X 0.7300 46 = 5,910 X — X = X = = X X = _ X X _ X = X = X = = X X = X _ X = X = _ X X X X = = = X = = X X = _ X X = X = X = Items shown with an asterisk (`) denote conduction Infiltration :1 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface to X 2,689 X Area Ceiling another room 12.30 X 0.351 Height ACH Page Total /60] X 46 AT 40,073 = 9,465 TOTAL HOURLY HEAT LOSS FOR ROOM 49,539 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-10-31 T13:36:47 ID: Page 28 of 44 ROOM HEATING PEAK LOADS Project Name Bercaw Residence Date 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Game Room Floor Area 471.0 ft' Indoor Dry Bulb Temperature 72 OF.. Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area U -Value AT *F = = = = = = = = = _ _ = = _ = = _ = _ = _ _ = — = _ _ = = 46 Btu/hr R-38 Roof(R.38.2x 14.16) 471.0 X 0.0260 X 46 563 R-21 Wall (W. 19.2x6.16) 853.7 X 0.0690 X 46 2,710 Double Non Metal Tinted. 188.3 X X 0.3900 X X 46 3,378 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to another room 10.00 X 0.431 Ceiling Height ACH I= Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 471 X Area Page Total / 60 X AT 6,651 = 1.,658 TOTAL HOURLY HEAT LOSS FOR ROOM 8,309 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-10-31 T13:36:47 ID: Page 29 of 44 ROOM HEATING PEAK LOADS Project Name Bercaw Residence Date 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name _ casita Floor Area 367.0 ft' Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X x x x X X X x x x x x X- x x X x x x x x x x x x x x x to Ceiling U -Value AT *F Btu/hr .X 46 = 439 X 46 = 2,019 X 46 = 1,830 x = x = X = X = x _ x _ X = x = x = X — x = , x _ x _ x x _ X = x _ x = x _ x _ x = x X = x = x = x _ x = X = Page Total 4,287 /60] X 46 = 1,292 AT R-38 Roof(R.38.2x 14.16) 367.0 0.0260 R-21 Wall (W.19.2x6.16) 636.0 0.0690 Double Non Metal Tinted. -102.0 0.3900 . ., s Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 367 X Area another room 9.00 X 0.479 Height ACH TOTAL HOURLY HEAT LOSS FOR ROOM 5,579 1 EnergyPro 5.1 by EnergySoft User Number: 6712 Run Code: 2011-10-31T13:36: 47 ID: Page 30 of 44 RESIDENTIAL ROOM COOLING LOAD SUMMARY Area X X X X X X X X X Project Name Bercaw Residence "+ + + + + + + + + Area X X X X X X . X X X Date 10/31/2011 ROOM INFORMATION 5.2 DESIGN CONDITIONS 9.5 33.1 = Room Name Floor Area Indoor Dry Bulb Temperature Master Suite 1092.0 ftZ 78 OF Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range: 9.5, 112 OF 78 OF 34 OF Opaque Surfaces Orientation Area . U -Factor R-38 Roof(R. 38.2x 14.16) (N) 1,092.0 X 0.0260 R-21 Wall (W.19.2x6.16) (E) 621.2 X 0.0690 Wood Door (E) 48.0 X 0.5000 R-21 Wall (W. 19.2x6.16) (S) 326.0 X 0.0690 R-21 Wall (W.19.2x6.16) (W) 763.3 X 0.0690 R-21 Wall (W.19.2x6.16) (W) 164.0 X 0.0690 R-21 Wall (W.19.2x6.16) (N) 101.0 X 0.0690 X X I J Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded CLTD' X 56.0 = X 31.2 = X 31.2 = X 28.2 = X 32.1 = X 33.0 = X 29.0 = X = X I- Page Total Unshaded Btu/hr 1,590 1,338 749 635 1,691 373 202 9.5 33.1 6,579 0.0 Fenestration Q P O N L 211 2JJ 2KK 2LL Orientation Area X X X X X X X X X GLF "+ + + + + + + + + Area X X X X X X . X X X GLF (E) 5.2 18.9 9.5 33.1 = (E) 5.2 18.9 9.5, 33.1 = (E) 5.2 18.9 9.5 33.1 = = (E) 5.2 18.9 9.5 33.1 (E) 0.0 18.9 33.0 33.1 = (E) 0.0 18.9 3.5 33.1 = = (E) 0.0 18.9 3.5 33.1 (E) 0.0 18.9 3.5 33.1 = (E) 0.0 18.9 3.5 33.1 = Page Total Internal Gain Occupants 4.0 Occupants X 230 Btuh/occ. Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.064 X 1.16 X 59.75 X 34 = Air Sensible CFM ELA AT Btu/hr 413 413 413 413 1,093 116 116 116 116 3,210 Btu/hr 920 1,600 2,513 I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,3601 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 59.75 X 0.00276 = 915 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,715 EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Page 31 of 44 I RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Suite Outdoor Dry Bulb Temperature 112 OF Floor Area 1,092.0ft', Outdoor Wet Bulb Temperature 78 OF .Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' X X _ X X _ X X = X X = X X = X X = X X _ X X = X X = Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF M 17 R 2MM AA 2NN 200 2PP S (S) r 0.0 X X X X X X X X X 18.9 + + + + + + + + + 67.0 X X X X X X X X X 22.0 = = = = = = (S) 40.0 18.9 0.0 22.0 (S) 0.0 18.9 64.0 22.0 (S) 0.0 18.9 3.5 22.0 (S) 0.0 18.9 8.0 22.0 (S) 0.0 18.9 3.5 22.0 (S) 0.0 18.9 3.5 22.0 (S) 0.0 18.9 351 1 22.0 (w) 0..0 18.9 14.7 Page Total Internal Gain r ' Occupants 4.0 Occupants X 230 Btuh/occ. _ Equipment 1.0 Dwelling Unit X 1,600 Btu = Infiltration: 1.064 X 1.16 X 59.75 X Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM Latent Gain Occupants 4.0 Occupants X 200 Btuh/occ. _ Infiltration: 4,771 X 1.16 X 59.75 X 0.00276 = Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM Btu/hr ❑I Btu/hr 1,477 757 1,411 77 176 77 77 77 521 Btu/hr 920 1,600 2,513 23,360 Btu/hr, 800 915 1 715 e 32 of 44 r Btu/hr ❑I Btu/hr 1,477 757 1,411 77 176 77 77 77 521 Btu/hr 920 1,600 2,513 23,360 Btu/hr, 800 915 1 715 e 32 of 44 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date + Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Suite Outdoor Dry Bulb Temperature 112 OF Floor Area - 1,092.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 of Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' X X = X X X X = X X - X X = X X = X X X X X X = Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF T U V W X Y Z 2QQ 2RR (W) 0.0 X X X X X X X X X 18.9 + + + + + + + + + 14.7 X X X X X X X X X 35.4 = = = = = = = # c (W) 0.0 18.9 14.7 35.4 (W) 0.0 0.0 18.9 14.7 35.4 (W) 18.9 5.3 35.4 (W) 0.0 18.9 5.3 35.4 W (lM 0.0 18.9 5.3 35.4 0.0 18.9 12.0 35.4 (tM 0.0 18.9 3.5 35.4 (l9 _ 0.0 1 18.9 1 3.5 1 35.4 Page Total Internal Gain Occupants 4.0 Occupants X 230 Btuh/occ. _ Equipment 1.0 Dwelling Unit X 1,600 Btu = CInfiltration: 1.064 X 1.16 X 59.75 X 34 = Air Sensible CFM EIA AT N 0 Btu/hr 521 521 521 188 188 188 425 124 124 2, 796 Btu/hr 920 1,600 2,5131 TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,360 Latent GainBtu/hr Occupants 4.0 Occupants X F Btuh/occ. Infiltration: 4,771 X 1.16 X 59.75, X• 0.00276 915 Air Sensible CFM EIA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1.715 r RESIDENTIAL ROOM COOLING LOAD SUMMARY . Project Name Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Suite Outdoor Dry Bulb Temperature 112 OF Floor Area 1,092.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation. Area U -Factor CLTD' Btu/hr X X X X X X _ X X = X X _ X X X X _ X X = X X _ Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) J Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 2SS (W) . 0.0 X 18.9 + 3.5 X 35.4 = 124 2TT (Vl/) 0.0 X '18.9 + 3.5 X 35.4 = 124 BB (Vl/) _ 0.0 X 18.9 + 12.0 X 36.7 = 441 21JU (N) 0.0 X 18.9 + 3.5 X 28.6 = 100 2VV (N) 0.0 X 18.9 + 3.5 X 28.6 = 100 2WW (N) 0.0 X 18.9 + 3.5 X 28.6 = 100 2>0( (N) 0.0 X 18.9 +. 3.5 X 28.6 = 100 X + X _ X + '. X _ ` Page Total 1,089 Internal Gain Btu/hr Occupants 4.0 . Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = -1,600 G Infiltration: 1.064 X 1.16 X 59.75 X 34 = 2,513 Air Sensible CFM ELA - AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,360 } Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. Infiltration: 4,.771 X 1.16 X 59.75 X 0.00276 = 915 Air Sensible CFM ELA AW TOTAL, HOURLY LATENT HEAT GAIN FOR ROOM 1,715 Ener Pro 5.1 by Ene Soft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Pa a 34 of 44 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name .Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Quinn/Sophie Bedroom Outdoor Dry Bulb Temperature 112 OF Floor Area 873.0 ftZ Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' R-38 Roof(R.38. 2x 14.16) (N) + + + + + + + + + 404.0 X 33.1 0.0260 X 56.0 = R-21 Wall (W.19.2x6.16) (E) 0.0 .178.0 X 35.4 0.0690 X 31.2 = R-21 Wall (W.19.2x6.16) (S) 0.0 112.2 X 35.4 0.0690 X 28.2 = R-21 Wall (W.19.2x6.16) 0.0 18.9 323.0 X (N) 0.0690 X 32.1 = R-21 Wall (W.19.2x6.16) (N) 18.9 324.0 X 0.0690 X 29.0 = X X = X X - X X - X X Page Total ' Items shown with an asterisk (') denote conduction through an interior surface to another room.. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF ' Area GLF E -. 1 21 Cc DD EE A B C (E) 0.0 X X X X X X X X X 18.9 + + + + + + + + + 7.0 X X X X X X X . X X 33.1 = = = = = = = = = (S) (tM 36.5 18.9 4.3 22.0 0.0 r 18.9 48.0 35.4 (149 0.0 18.9 .3.0 35.4 (Vl� (l� 0.0 18.9 3.0 35.4 0.0 18.9 3.0 35.4 (N) 0.0 18.9 9.0 28.6 (N) 0.0 18.9 9.0 28.6 (N) 0:0 18.9 9.0 28.6 Internal Gain Occupants 4.0 Occupants X 230 Btuh/occ. Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.064 X 1.16 X 47.77 X 34 = Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM Latent Gain Occupants 4.0 Occupants X 200 Btuh/occ. Infiltration: 4,771 X 1.16 X 47.77 X Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM Page Total Btu/hr 588 383 218 716 648 2,5541 Btu/hr 232 786 1,700 106 106 106 257 257 , 257 Btu/hr 920 = 1,600 r 2,0091 12,321 Btu/hr 800 732 :1.532 J r RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bercaw Residence 10131/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Quinn/Sophie Bedroom Outdoor Dry Bulb Temperature. 112 OF Floor Area' 873.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X, X _ X X - X X - X X - y X X = X X - X X = X X = X X _ Page Total 1 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CL -TD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr D (N) 0.0 X .18.9 + 50.0 X 28.6 = 1,429 X + X - X + X - X + X - X + X - X + X - X + X - ' X + X = X +1 X = Page Total 1,429 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ.' = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 )( 1.16 X 47.77 X 34 = 2,009 Air Sensible CFM ELA AT TOTAL -HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,321 Latent Gain Btu/hr Occupants 4.0: Occupants X 7 200 Btuh/occ. Infiltration: 4,771 X 1.16 X 47.77 X 0.00276 = 732 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,532 Ener Pro 5.1 by Ener Soft User Number 6712 RunCode: 2011-10-31 T13:36:47 ID: Page 36 of 44 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bercaw Residence 10/31/2011. ROOM INFORMATION DESIGN CONDITIONS Room Name Greatroom/Kitchen/Foyer Outdoor Dry Bulb Temperature 112.0F, Floor Area 2,689.0 ft2 Outdoor Wet Bulb Temperature . 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area X X X X X X X X X another U -Factor X X X X X X X X X CLTD' = = _ = = = = = R-38 Roof(R.38.2x 14.16) (N) 2,322.01 0.0260 56.0 R-21 Wall (W 19.2x6.16) (E) 1,103.0 0.0690 31.2 R-21 Wall (W. 19.2x6.16) (S) 607.7 0.0690 28.2 R-21 Wall (W. 19.2x6.16) (W) 394.6 0.0690 32.1 R-21 Wall (W.19.2x6.16) (N) 868.2 0.0690 29.0 18.9 3.5 33.1 = = (E) 0.0 18.9 3.5 33.1 (E) 0.0 18.9 3.5 33.1 = (E) 0.0 18.9 J I= Items shown with an asterisk (') denote 1. Cooling Load Temperature Difference conduction through (CLTD) an interior surface to room. Page Total I Fenestration F 2 K 2J 2K 2L 2M 2Z 2AA Btu/hr 3,381 2,376 1,183 874 1.737 1 9,5521 Orientation Shaded Area X X X X X X X X X GLF + + + + + + + + +1 Unshaded Area X X X X X X X X XI GLF (E) 0.0 18.9 3.5 33.1 = (E) 0.0 18.9 99.0 33.1 = (E) 20.5 18.9 43.5 33.1 = = (E) 0.0 18.9 3.5 33.1 (E) 0.0 18.9 3.5 33.1 = = (E) 0.0 18.9 3.5 33.1 (E) 0.0 18.9 3.5 33.1 = (E) 0.0 18.9 3.5 33.1 = (E) 0.0 18.9 3.5 33.1 = Page Total Internal Gain Occupants 4.0 Occupants X 230 Btuh/occ.• _ E ui ment 1.0 Dwelling Unit X 1,600 Btu , Infiltration: 1.064 X 1.16 X 147.14 X 34 = Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM Latent Gain Occupants 4 0. Occupants X 200 Btuh/occ. _ Infiltration: 4,771 X 1.16 X 147.14 X 0.00276 = Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM Btu/hr 116 3,278 1,828 116 116 116 116 116 116 5,918 Btu/hr 920 1,600 6,189 50,193 Btu/hr 800 2, 254 3,054 Page 37 of 44 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Greatroom/Kitchen/Foyer Outdoor Dry Bulb Temperature 112 OF Floor Area 2,689.0 ftZ Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' X X = X X _ X X = X X = X X = X X - X X = X X. _ X X - Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. ' 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenpntratian Orientation Area GLF Area GLF 2BB 2CC 2DD 10 12 13 15 G 2GGG (E) 0.0 X X X X X X X X X 18.9 + + + + + + + + + 3.5 X X X X X X X X X 33.1 = = = = = = = = = (E) 0.0 18.9 3.5 33.1 (E) 0.0 18.9 3.5 33.1 (S) 140.0 18.9 0.0 22.0 (S) 48.0 18.9 0.0 22.0 (S) 0.0 18.9 135.0 22.0 (S) .49.0 18.9 27.0 22.0 (S) 0.0 18.9 22.5 22.0 (S) J 1 0.0 18.9 3.3 22.0 Page Total Internal Gain Occupants 4.0 Occupants X E 230 Btuh/occ. _ Equipment 1.0- Dwelling Unit X 1,600 Btu = Infiltration: 1.064 X 1.16 X 147.14 X 34 = Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM, Latent Gain Occupants 4.0 Occupants X 200 Btuh/occ. _ Infiltration: 4,771 X 1.16 X 147.14 X 0.00276 = Air Sensible CFM EIA AW Btu/hr Of Btu/hr 116 116 116 2,651 909 2,975 1,523 496 73 8,974 Btu/hr. 920 1,600 6,189 50,193 Btu/hr 800 2, 254 I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,0541 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bercaw Residence 1013112011 ROOM INFORMATION 0.0 DESIGN CONDITIONS 18.9 Room Name. r Greatroom/Kitchen/Foyer Outdoor Dry Bulb Temperature 112 OF Floor Area .' 2,689.0 ft2 Outdoor Wet Bulb Temperature • 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF (S) 0.0 18.9 3.3 Opaque Surfaces . Orientation Area U -Factor CLTD' Btu/hr 18.9 3.3 22.0 73 (S) X 18.9 X 22.0 _ (S) 0.0 18.9 3.5 22.0 77 X 0.0 X 3.5 22.0 77 (S) ' . 0.0 18.9 ' 3.5 22.01 X (S) X 18.9 _ 22.0 77 X X = X X - X X _. X X = X X _ X 'X = A Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room.' -1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 2HHH' . 2111 - 2JJJ 2KKK 2LLL 2N 20 2P 2Q (S) 0.0 X X X X X X X X X 18.9 + + + + + + + + + 3.3 X X X . X X X X X X 22.0 = = = = = = = = 73 (S) 0.0 18.9 3.3 22.0 J3 (S) 0.0 18.9 3.3 22.0 73 (S) 0.0 18.9 3.3 22.0 73 (S) 0.0 18.9 3.3 22.0 73 (S) 0.0 18.9 3.5 22.0 77 (S) , 0.0 18.9 3.5 22.0 77 (S) ' . 0.0 18.9 ' 3.5 22.01 77 (S) 0.0 18.9 3.5 22.0 77 Page Total 672 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X. 1,600 Btu 1,600 Infiltratiori 1.064 X 1.16 X 147.14 X 34 = • 6,189 -Air Sensible CFM ELA AT _ TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM t 50,193 Latent Gain Btu/hr- Occupants _7714.0 Occupants X 200 Btuh/occ. 800 i Infiltration: 4,771. X 1.16 X 147.14 X 0.00276 _ 2,254 Air Sensible CFM c ELA 4W , 1 TOTAL HOURLY LATENT HEAT GAIN FOR ROOM. 3,054 Ene Pro 5.1 b Ene Soft User Number: 6712 RunCode: 2011-10-31T13:36:47 ID: Pa a 39 of 44 4 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name - Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Greatroom/Kitchen/Foyer Outdoor Dry Bulb Temperature 112 OF Floor Area 2,689.0 ft2 Outdoor Wet Bulb Temperature . 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X - X = X X = X X = X X = X X = Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fanestratinn 11 14 H FF 2R 2S 2T 2U 3 Orientation Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = _ = = = = = (1/10 123.5 18.9 2.5 35.4 W 0.0 18.9 90.0 35.4 (w) 0.0 18.9 41.6 35.4 (w) 0.0 18.9 33.0 35.4 (w) 0.0 52.6 6.3 95.2 (w) 0.0 18.9 3.5 35.4 (w) 0.0 18.9 A 3.5 35.4 (w) 0.0 18.9 3.5 35.4 (N) 0.0 18.9 76.0 28.6 Page Total Btu/hr 01 2,426 3,188 1,474 1,169 600 124 124 124 2,172 11,401 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.064 X 1.16 X 147.14 X 34 c 6,189 Air Sensible CFM EIA AT TOTAL HOURLY. SENSIBLE HEAT GAIN FOR ROOM 50,193 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btufi/occ. - 800 Infiltration: 4,771 X 1.16 X 147.14 X F 2,254 Air Sensible CFM EIA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3.0541 RESIDENTIAL ROOM COOLING LOAD SUMMARY 0.0 Project Name Bercaw Residence 18.9 + + + + + + + + + 140.0 Date 10/31/2011. ROOM INFORMATION DESIGN CONDITIONS 4,001 (N) Room Name Greatroom/Kitchen/Foyer Floor Area 2,689.0 ft' Indoor Dry Bulb Temperature 78 of Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range: .112 OF �' 78 OF 34 OF Opaque Surfaces Orientation Area U -Factor X X X X. X X X X X Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Fenestration Orientation Area GLF CLTD' X = X X = X X = X = X - X = X = Page Total Unshaded Area GLF Btu/hr 0.0 18.9 3.3 28.6 94 (N) 0.0 18.9 3.3 0 Btu/hr 4 2FFF 2EEE, 2DDD 2CCC 2BBB 2AAA ' 21 2H (N) 0.0 X X X X X X X X X 18.9 + + + + + + + + + 140.0 X X X X X X X X X 28.6 = = = = = _ = = = 4,001 (N) 0.0 18.9 3.3 28.6 94 (N) 0.0 18.9 3.3 28.6 94 (N) 0.0 18.9 3.3 28.6 94 (N) 0.0 18.9 3.3 28.6 94 (N) (N) 0.0 18.9 3.3 28.6 94 0.0 18.9 3.3 28.6 94 (N) 0.0 18.9 3.5 .. 28.6 100 (N) 0.0 1 18.9 1, 3.5' 28.6 100 Page Total 4,767 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. _ 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 147.14 X 34 = 6,189 Air Sensible CFM EIA - AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 50,193 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. 800 Infiltration: 4,771 X 1.16 X 147.14 X 0.00276 = 2,254 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,054 EnergyPro5.1b EnerqvSoft User Number: 6712 RunCode:2011-10-31713:36:47 ID: Page 41 of 44 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Greatroom/Kitchen/Foyer Outdoor Dry Bulb Temperature 112 OF Floor Area 2,689.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X — X X = X X = X X _ X X = X X _ X X _ .+ X X = X X Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. ' 1. Cooling Load Temperature Difference (CLTD) Shaded . Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 2G ` (N) 0.0 X 18.9 + 3.5 X 28.6 = 100 2F (N) 0.0 X 18.9 + 3.5 X 28.6 = 100 X + X — X X - X + X _ X + X X + X - X + X = X + X = Page Total' , 200 Internal Gain t Btu/hr Occupants' 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit �X *1,600 'Btu = 1,600 Infiltration: i 1.064 X 1.16 X . 147.14 X 34 = 6,189 Air Sensible CFM ELA �. AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM' : 50,193 Latent Gain' Btu/hr Occupants 4.0 Occupants Xi 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 147.14 X 0.00276 = 2,254 Air Sensible CFM ELA AW TOTAL'HOURLY LATENT HEAT GAIN FOR ROOM 3,054 EnergyPro 5.1 by EnerqvSoft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Pa6o- 49 of 44 e RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name +' Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Game Room 'Outdoor Dry Bulb Temperature 112 OF Floor Area 471.0 ft2 Outdoor Wet Bulb Temperature . 78 OF Indoor Dry Bulb Temperature 78 °F Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof(R.38.2x 14.16) (N) 471.0 X 0.0260 X 56.0 = 686 R-21 Wall (W. 19.2x6.16) (E) 247.0 X 0.0690 X 31.2 = 532 R-21 Wall (W. 19.2x6.16) (S) 188.6 X 0:0690 X 28.2 = 367 R-21 Wall (W.19.2x6.16) (KO 168.1 X 0.0690 X 32.1 = 372 R-21 Wall (W. 19.2x6.16) (N) 250.0 X 0.0690 X 29.0 = 500 X X = X X _ X X, _ X X = Page Total 2,458 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) y Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 2X (E) 0.0 X 18.9 + 7.0 X 33.1 = 232 2Y (E) 0.0 X 18.9 + 7.0 X 33.1 = 232. 47 (S) 0.0 X 18.9 + 46.6 X 22.0 = 1,027 2FF (S) 0.0 X 18.9 + 28.8 X 22.0 = 635 2EE (W) 0.0 X 18.9 +. . 38.3 X 35.4 = 1,357 48 (W) 0.0 X 18.9 + 46.6 X 35.4 = 1,651 2V (N) 0.0 X 18.9 + 7.0 X 28.6 = 200 2W (N) 0.0 X ,18.9 + 7.0 X 28.6 = 200 X J + X = Page Total 5,533 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.064 X 1.16 X 25.77 X 34 = 1,084 Air Sensible CFM ELA AT r TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,595 Latent Gain. ,_ Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 X 1.16 X 25.77 X 0.00276 = " 395 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,195 Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2011-10-31713:36:47 ID: Page 43 of 44 r RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Bercaw Residence 10/31/2011 ROOM INFORMATION DESIGN CONDITIONS Room Name Casita Outdoor Dry Bulb Temperature 112 OF Floor Area 367.0 ft2 Outdoor Wet Bulb Temperature 78 °F Indoor Dry Bulb Temperature • 78 OF Outdoor Daily Range: 34 OF O ague Surfaces Orientation - Area U -Factor CLTD' Btu/hr R-38 Roof(R. 38.2x 14.16) (N) , 367.0 X 0.0260 X 77.0 = 735 R-21 Wall (W. 19.2x6.16) (N) 167.9 X 0:0690 X 31.0 = 359 R-21 Wall (W. 19.2x6.16) (S) 151.2 X 0.0690 X 40.2 = 420 R-21 Wall (W.19.2x6.16) (W) 207.0 -X 0.0690 X 53.7 = 767 R-21 Wall (W.19.2x6.16) (N) 109.9 X 0.0690 X 45.0 = 341 X X = X X - X X - X X = Page Total 2,621 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF` Btu/hr 28 (N) , . 0.0 X 22.6 + 18.8 X 22.6 = 426 2C (N) 0.0 X 22.6 + 7.0 X 22.6 = 159 2D (N) 0.0 X 22.6 + 13.3 X 22.6 = 301 2E (S) . ' 0.0 X 22.6 + 10.8 X 32.8 = 354 43 (N) 0.0 X 22.6 + 33.3 X 50.1 = 1,668 2A (N) 0.0 X 22.6 + 18.8 X 50.1 = 942 X + X - X + X = X +1 X = ' Page Total 3,850 Internal Gain Btu/hr Occupants 4.0 Occupants X -230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,200 Btu = 1,200 ,Infiltration: 1.064 X 1.16 X 20.08 X 34 = 845 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 9,436 Latent Gain Btu/hr Occupants 4.0 Occupants X 260 Btuh/occ. Infiltration- 4,771 X 1.16 X 20.08 X 0.00276 = 308 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,108 EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2011-10-31T13:36:47 ID: Pa a 44 of 44 r