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13-0395 (CONR)P.O. BOX 1504 78-495 CALLE TAMPICO 44 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 13-00000395 Property Address: 53962 GRAY AVE APN: 767-200-998-S -330762- Application description: NEW COMML - OTHER NON-RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 200000 Applicant: Architect or Engineer: /V_ LICENSED LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that ' I am ensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business an ofessi Is Code, and my License is in full force and effect. License class: B Li se No.: 915336 tD3e: !�/ /7/3 Contactor NER-BUILDER DECLARATION I hereby affirm under penalty of perjury that Ixempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and essions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair an structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS500)•: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)• Lender's Name: _ Lender's Address: LQPERMIT Owner: EAST OF MADISON LLC PO BOX 1482 LA QUINTA, CA 92247 Contractor: DBCA INC P.O. BOX 1482 LA QUINTA, CA 92247 (760)393-5271 Lic. No.: 915336 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/17/13 tDEtC71 2013 D CITY OF LA QU NTNT F1NANCF:!]F_tpT. WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 insurance carrier and policy number are: Carrier TRAVELERS Policy Number Y7UB282D7797-12 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 bWsubt to the workers' compensation laws of California, and agree that, if I should becom t workers' compensation provisions of Section vn� 3700 of the or Code, I shall fmply 'th those provisions. D (G �� A plicant: WARNING: FAILURE TO SECURE WORKERS' C01 I NSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTI S NO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 15100,0001. IN ADDITION TO THE CO OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTERES NO ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have readthis application and state that the abo i forma correct. I agree to comply with all city and county ordinances and state laws relating to building c ructio , and by authorize representatives of this Yung y 'ol �er upon t above-mentioned property for i cti purposes. Date: I Signature (Applicant or Agent): Application Number . . . . . 13-00000395 ------ Structure Information 114 SQ. FT. GUARD HOUSE ----- Other struct info . . . . . CODE EDITION 2010 FIRE SPRINKLERS 13D MIXED-USE OCCUPANCY B OCCUPANT LOAD 1.00 PATIO SQ FTG 63.00 1ST FLOOR SQUARE FOOTAGE 114.00 ---------------------------------------------------------------------------- Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 989.50 Issue Date . . . . Expiration Date . . 6/15/14 Plan Check Fee . . 643.18 Valuation . . . . 200000 Qty Unit Charge Per Extension BASE FEE 639.50 100.00 3.5000 THOU BLDG 100,001-500,000 350.00 ---------------------------------------------------------------------------- Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . 17.28 Plan Check Fee 4.32 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/15/14 Qty Unit Charge Per Extension BASE FEE 15.00 114.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 2.28 ---------------------------------------------------------------------------- Permit GRADING PERMIT Additional desc . Permit Fee 33.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/15/14 Qty Unit Charge Per Extension BASE FEE 22.50 1.00 10.5000 HND GRADING 101-1000 10.50 -----------------------------------------------------------------=---------- Permit Additional desc . Permit Fee . . . . Issue Date . . . . Expiration Date . . LQPERMIT MECHANICAL 39.50 Plan Check Fee . . 9.88 Valuation . . . . 0 6/15/14 Application Number . . . . . 13-00000395 Permit . . . . . . MECHANICAL Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH VENT FAN 6.50 Permit PLUMBING Additional desc . Permit Fee . . . . 76.50 Plan Check Fee 19.13 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/15/14 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 6.0000 EA PLB FIXTURE 18.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 114 SQ. FT. GUARD HOUSE WITH 63 SQ. FT. PATIO COVER.PER 2010 CALIFORNIR CODES. June 25, 2013 9:57:43 AM JJOHNSON. ---------------------------- Other Fees .. . . . . ----------------------------------------------- . . . . ART IN PUBLIC PLACES -COM 1000.00 BLDG STDS ADMIN (SB1473) 8.00 DIF CIVIC CENTER - COMM 7.2.85 DIF FIRE PROTECTION -COMM 41.04 HOURLY PLAN CHECK 122.50 STRONG MOTION (SMI) - COM 42.00 DIF STREET MAINT FAC -COMM 28.73 DIF TRANSPORTATION - COMM 643.87 Fee summary Charged ----------------- ---------- Paid Credited ---------- --- - ------ ---------- Due Permit Fee Total 1155.78 .00 .00 1155.78 Plan Check Total 676.51 .00 .00 676.51 Other Fee Total 1958.99 .00 .00 1958.99 Grand Total 3791.28 .00 .00 3791.28 LQPEPMIT Bin # RECEIVED CIty Of, %d Quilltd MAR 2 7 201 �'� U ✓ Building8t Safe Division P.O. Box 1504 "78-4 5 Calle Tampico CI -[Y OF LA QUI TA Permit # COMMUNITY DEVEL PMENT Ja.Quinta, CA 92253 - (760) 777-701213' Building Permit Application' and Tracking Sheet Project Address: 3 62 � Owner's Name:. , $%Q,Fdl�fll LL'C A. P. Number. Address: �,L� Legal Description: �1 �'' City, ST, Zip; U/N //F ell* -44 Contractor• Telephone z- k' 18': - Address: qff' �j / , �2. Project Description: -917=1 City, ST, Zip: 0/&7 ex `%ZZ5 3 �f A/ �-01 Telephone t1 !� 7�0� ?j. ;:�� .: •. -',mow' State Lic. #: Arch., Engr., Designer: PA t Address: 7.4 Z�7— City, ST, Zip: �/( a. '� a Telephone 60 rf., 7 Construction Type:. Y A3 Occupancy: State Lic. #: 2 �.�.4;f; Project type (circle one Ne Add'n. Alter Repair Demo Name of Contact Person: \/�r� 1 /Cr�T Sq. Ft.: l4 # Stories: #Units: Telephone # of Contact Person: (0o ' 7�8 3 Estimated Value of Project: O Q.O APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted yJ vt Irl ltem Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs. Called Contact Person Z Plan Check Balance - Title 24 Cslcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan r' Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review', ready for correctionsAssue Developer Impact Fee Planning Approval. Called Contact Person A.I.P.P. Pub. Wks. Appr " Date of permit issue School Fees Total Permit Fees (? - 6 R 1 C, OfVot,a 6u� 5/z3113 /l9 S �w 5 �Ra ( To tsst, & z Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: Owner's Name: This Box For District Use Oniy DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: ' MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) East of Madison (Madison Club) Date: 06/12/08 East of Madison, LLC Phone No. (760) 391-2593 Project Address: 53-962 Gray Avenue, La Quinta, CA 92253 Project Description: Guard House No. 2 APN: 767-200-998 Tract #: Type of Development: Residential Lot #'s: Commercial XXi Industrial ,,..;_ Total Square Feet of Building Area: 114 sq. Ft. Certification of Applicant/Owners: The person signing certifies that the above, information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: 06/12/08 Signature: i sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN ORWILLZE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 114 sq. ft. Amount per Sq.Ft. $ .47 Amount Collected $ 53.58 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Support Services Certificate issued by: Leticia C. Torres, Facilities Analyst Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that thi�iLs' ti'(ct provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid,to obtain this Certificate of Compliance. Ll':c/mydocs/devfees/certificate of compliance form tablesTO USE.doc 1/16103 T CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Buildinq & Safety Department directiv by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or arpp�lications which cannot be processed will be returned to applicant. Date: 7/ /? Developer: Tract No.: ??'��" � Tract Name: Lot No.(s): � �e�K�A''��► �� Address(s)- �' �z ,r l /� Phone Number: (e;�09) `7`8 7 \✓ The following are the requirements for Public Works Clearance to authorize issuance of REicarE IVED from the Building & Safety Department: 4 4. 2. 3. 4. 5. 6. 7. JUL 31 2013 CITY OF LA QUINT Attach Pad Elevation Certificates in' compliance with the approved design elevati i r allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of curren1ie1' If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which .have a previously approved geotechnical certification are exempt from this requirement. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10,plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented ana find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: Public Works Distribution: ( C/) GrUn Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s); please correct and resubmit: TACheddists - Forms & ApplicationslFonns & Applications\GREEN SHEET cover & PM10less than 1 Acre Revised 9-25-09.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Agreement (<1 acre/lot or Infill Project) Project Information Project Contractor: Project Phase (check one) Construction Demolition �'l Project Name: % ��_0wy 7 Awn;i—' Project Tract/Lot Numbers: �7��' Project Street Address: Total Acres in Active Construction (<1 acre per2 Lot): Anticipated Start Date: 8 / / 13 Anticipated Completion Date: PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: 1�Pizk� Title: v,,d Company Name: AF%r% Mailing Address: �7 AVV: 15�_Z City, State ZIP Code: P-� ¢U�NT / % 3 Primary Phone M _1;�C .7/6 3 Fax #: 24 Hour Emergency Phone#: Cell Phone #: Lla0�' 9z� 7153 Email Address: PM10 Certificate #: The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; ❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; ❖ Shall authorize r p esentatives of City/County to enter the property for inspection and/or abatement purposes; 4 -Shall hold harm) the ity/County and its representatives from liability for any actions related to this dust control plan or any City/ untA inMated abatement activities. Signature of Owner or Authorized Representative TAChecldists - Forms & ApplicationsTortnilMApplications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc Dat 0 i "N Engineering 77-725 Enfield Lane, Suite 100, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Bcaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 November 14, 2007 East of Madison, LLC 81-100 Avenue 53 La Quinta, California 92253 Subject: Geoteclunical Update. Project: Madison Club—Secondary Entrance Avenue 54 La Quinta, California Project No. 544-4810 07-11-785 Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January 28, 2005; Project No. 544-4810, Report No. 05-01-101. As requested, we have reviewed the above referenced geotechnical report as it relates to the design and construction of the proposed secondary entrance to the Madison Club development located on the north side of Avenue 54 between Monroe Street and Madison Street in the City of La Quinta, California. The referenced geotechnical report includes recommendations for the design and construction of structures. Based upon our review of the referenced report and our recent site observations, it is our opinion that the recommendations included in the above referenced reports remain applicable for the proposed secondary entrance. Footings should extend at least 12 inches beneath lowest adjacent grade. Isolated square or rectangular footings should be at least two feet square and continuous footings should be at least 12 inches wide. Continuous footings may be designed using an allowable bearing value of 1500 pounds per square foot (psf) and isolated pad footings may be designed using an allowable bearing pressure of 1800 psf. Allowable increases of 250 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should -be 2500 psf. The allowable bearing pressures are applicable to dead and frequently applied live loads. The allowable -bearing pressures may be increased by 1/3 to resist wind and seismic loading. r - November 14, 2007 -2- Project No. 544-4810 07-11-785 The recommendations made in the preceding paragraph are based on the assumption that all footings will be supported by properly compacted soils. Prior to the placement of the reinforcing steel and concrete, we recommend that the footing excavations be inspected in order to verify that they extend into the firm compacted soils and are free of loose and disturbed materials. Settlements may result from the anticipated foundation loads. These estimated ultimate settlements are calculated to be a maximum of 1 inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one- half of the total settlement. These elastic settlements are expected to occur during construction. Resistance to lateral loads may be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.40 between soil and concrete may be used for dead load forces. only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may be used along the sides of footings which are poured against properly compacted native or approved import soils. Retaining walls may be required to accomplish the proposed construction. Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soils with level free -draining backfill conditions. For walls that are restrained, "at rest" pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf. Walls should be provided with adequate drainage. The site was previously graded during the rough grading of the Madison Club project site and was recently regraded. The rough grading included overexcavation of the native surface soil along with the placement of engineered fill material to construct the building pads. Because the subject lot has been previously rough graded, the remedial grading necessary at this time should be miuumal. It should be noted that the site is located within a seismically active area of Southern California and it is likely that the proposed structures will experience strong ground. shaking as a result of an earthquake event along one of the faults in the region during the expected life of the development. As a minimum, structures should be designed based upon Seismic Zone 4 design criteria included in the Uniform Building Code (UBC). The potential for liquefaction or other geologic/seismic hazards occurring at the site is considered to be negligible. Sladden Engineering November 14, 2007 Qc3I Project No. 544-4810 07-11-785 We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully subn-dtted, SLADDEN ENGINEERING Brett L. Anderson) Principal Engineer SER/gl CC \, Exp 9-.30-2008 Copies: 4/East of Madison, Sladden Engineering November 14, 2007 -4- Project No. 544-4810 07-11-785 2001 CALIFORNIA BUILDING CODE SEISMIC DESIGN INFORMATION The California Code of Regulations, Title 24 (2001 California Building Code) and 1997 Uniform Building Code, Chapter 16 of this code, contain substantial revisions and additions to earthquake engineering design criteria. Concepts contained in the code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 8.9 km A San Jacinto 30.9 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff or dense .soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, N.. Ca Cv San Andreas 1.04 1.29 0.44 Na 0.64 N,• San Jacinto 1.0 1.0 0.44 N., 0.64 Nv Sladden Engineering r ' WEDDLE SURVEYING MAPPING, INC. Boundary • Construction • Topographic -Aerial Surveys • ALTA Surveys- GPS • Consulting December 16, 2013 Mr. Timothy R. Jonasson Public Works Director/ City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253-1504 Re: Pad Grade Verification City of La Quinta SECONDARY GUARD GATE ENTRY Por. Lot "S" Tract No. 33076-2 MB 393/61-80 53-962 Gray Avenue MADISON CLUB APN Por. 767-890-004 Dear Mr. Jonasson: 1 '31V d O73/13G'� I nb , owwo3 a''1IJ E10Z L J3o We have performed a field survey to determine the vertical location of the Building Pad for the above referenced project. The elevation observed is as follows: PAD (DESIGN) 968.0' PAD (AS -BUILT) 968.1' This field observation. is in substantial conformance with the Precise Grading Plan prepared by RCE CONSULTANTS, INC., dated 11/8/13, approved by the City of La Quinta Public Works Department 11/21/13 and the building Pad horizontal location substantially conforms to the required setbacks and site layout as shown on the approved site plan. Sincerely, WEDDLE SURVEYING MAPPING, INC. David L. Weddle, President L.S. 5570, exp 09/30/15 P.O. Box 10418'- Palm Desert, CA 92255-0418 77-725 EnJield Lane, Ste. 140 • Palm Desert, CA 92211 • 760.360.5570 E -Mail: 171edSury uaol. com • Fax 760.360.55 73 BUILDING ENERGY ANALYSIS REPORT PROJECT: Madison Guard House The Madison Club La Quinta, CA 92253 Project Designer: Pearson Architects 74-260 Highway 111, Suite 8 Palm Desert, CA 92260 (760) 779-1937 Report Prepared by: Tim Scott Scott Design and Title 24, Inc, r 77-085 Michigan Drive Palm Desert, Ca 92211 (760) 200-4780 RECEIVI:D MAR 2 7 2013 Job Number: CITY OF LA QUINTq COMMUNITY DEVELOPMENT Date:.I ;ry OF LA QUINTA 3/18/2013BLJ)I LING & SAFETY DEPT, "OP OVED The EnergyPro computer program has been used to perform the calculations summari ed iin�t i coomplia c T r rogram as approval and is authorized by the California Energy Commission for use with both the Resi ential and N r side tial 2 B ilding Energy Effi ency Standards. 1-01, '�. DATE This program developed by EnergyS ft LLC — �d EnerovPro 5.1 by EnerovSoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: AS x • r 17, • PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 C Project Name Date Madison Guard House 3/18/2013 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area The Madison Club La Quinta CA Climate Zone 15 149 n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Relocatable - indicate ❑ specific climate zone ❑ all climates Phase of Construction: ® New Construction ❑ Addition ❑ Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and com I te. Documentation Author Name Tim Scott Signature Company Scott Design and Title 24, Inc, Date 3118/2013 Address 77-085 Michigan Drive Phone (760) 200-4780 City/State2ip Palm Desert, Ca 92211 #J 20 —OC{ — -7m The Principal Designer 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. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: ENV. LTG. MECH. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to ❑ ❑ ❑ . sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section ❑ ❑ ❑ 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document ❑ ❑ ❑ because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer Name Signature Company Pearson Architects Date Address 74-260 Highway 111, Suite 8 License # City/State/Zip palm Desert, CA 92260 Ph ne (760) 779-1937 Principal Mechanical Designer Name Tim Scott Signature Company Scott Design and Title 24, Inc. Date l $ 13 Address 77-085 Michigan Drive License # City/State/Zip palm Desert, Ca 92211 Phone (760) 200-4780 Principal Lighting Designer Name Signature -.—. ilk 1n CompanyLighting Compliance Not /n The Scope Of This Submittal�Da o ETY Address L''ice e`#^ E City/State/Zip PliorieA 1 f INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets° d'r dI6dVd m ENV -1 C Certificate of Compliance. Required on plans. m MECH-1 C Certificate of C n'Pre n ns. ❑ LTG -1C Certificate of Compliance. Required on plans. m MECH-2C Air/Water Sid ' er of Requirem nts. ❑ LTG -2C Lighting Controls Credit Worksheet. m MECH-3C Mechanical Ve il, lion a ❑ LTG -3C Indoor Lighting Power Allowance. m MECH-5C Mechanical EquipmentVe`f@ls. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Page 3 of 24 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 ERF -IC isProject Name Date Madison Guard House 3/18/2013 ANNUAL TDV ENERGY USE SUMMARY kBtu/s ft- r Standard Proposed Compliance Energy Component Design Design Margin --T ----�- Space Heating 'Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process Process Lighting TOTALS 3.56 1.96 . 1.59 294.96 215.25 79.71 35.34 98.17 -62.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.98 41.98 0.00 12.82 12.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 388.66 370.18 18.47 Heating --,- Cooling L - Fans Heat Rej j t Pumps D H W Lighting t -- Receptacle Process -- - ---� - Process Ltg j Percent better than Standard 4.8% 4.8 % excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (N) 0 deg Conditioned Floor Area 149 sqft. Number of Stories 1 Unconditioned Floor Area 0 sqft. Number of Systems 1 Conditioned Footprint Area 149 sqft. Number of Zones 1 Natural Gas Available On Site Yes Orientation Gross Area Glazing Area Glazing Ratio Front Elevation Left Elevation Rear Elevation -Right Elevation Total Roof (N) 64 (E) 143 (S) 64 (VV) 143 414 149 sqft. sqft. sqft. sqft. sqft. . sqft. 0 42 18 21 81 0 sqft. sqft. sqft. sqft. sqft. sqft. 0.0% 29.4% 28.1% 14.7% 19.6 L0.0 Standard Proposed Prescriptive Values for Prescriptive Lighting Power Density 0.600 W/sqft. 0.600 W/sgft. Comparison only. See Prescriptive Envelope TDV Energy 23,710 1 21,382 LTG -1 C for allowed LPD. Remarks: CITY OF LA QUINTA 9WILDING & SAFETY DEPT. PPROVED F:ili? COYRUCTIO. EnemvPro5.1byEnerqySoft User Number: 6712 RunCode: 2013-03-18721:12:20 /D: Pa e 4 of 24 • n PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 C Project Name Madison Guard House Date 3/18/2013 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads System Name Zone Name Occupancy Type s ft. W/sf' W/sf 2 W/sf 3 W/sf a (W/St) HVAC 1 Guard House Corridor/Restroom/Support 149 '0.600 Notes: 1. See LTG -1C 2. See LTG -2C 3. See LTG -3C 4. See LTG -4C Items above require special documentation items marked with asterisk, see LTG -1 -C by others) (by others EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST ..The local enforcement agency should pay special attention to the items specified in this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. 0 t A"�I All A U BFIN ;S i > PPROVED r -v L UCTION The exceptional features listed in this performance approach application have specifically been reviewed A�uate ritte justific tion and documentation for their use have been provided by the applicant.r`�J DATE � � . Y Authorized Signature or Stamp EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Page 5 of 24 L- • • CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Madison Guard House Date 3/18/2013 Project Address The Madison Club La Quinta Climate Zone 15 Total Cond. Floor Area 149 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRlellocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space z 8000 ftz (If checked include the ENV -4C with submittal) Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 1 0 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID Assembly Type y Q 0 3 cy d LL! OZ v LL D >q j 3cc ac m :: W> WU, 0W a`� ? C> IM °0 a`� U. x d C a �Q c o v7 c UN vyi a. U. 1 Roof 149 (M 1 0.022 R-381 7.0 None 14.2.1-A9 New ❑ 1 ❑ 2 Wall 64 (N) 0.074 R-19 4.3.1-A5 New ❑ ❑ 3 Wall 101 (E) 0.074 R-19 4.3.1-A5 New ❑ ❑ 4 Wall 46 (S) 0.074 R-19 4.3.1-A5 New ❑ ❑ 5 Wall 122 (W) 0.074 R-19 4.3.1-A5 New ❑ ❑ 6 Slab 149 (N) 0.730 None 4.4.7-A1 New ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type a d w O Z V RLL 2> V 4 o' > U) N �¢ = o u) N W > 0 :' a O v w a is a 1 Window 42 (E) 0.400 NFRC 0.2901 NFRC ❑ New ❑ ❑ 2 Window 18 (S) 0.400 NFRC 0.290 NFRC ❑ New ❑ ❑ 3 Window 21 (MM 0.400 NFRC 0.290 NFRC ❑ New ❑ ❑ r.-�--. DO— , i t3 ii_UIIN L I FOR C0NPT,13LXT10P1 ❑ [3\ 1 DATE ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. --- 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify buildij Ia if necessary. EnergyPro 5.10 EnergySoft User Number.- 6712 RunCode: 2013-03-18721:12:20 ID: Page 6 of 24 • 0 CERTIFICATE OF COMPLIANCE (Part 2 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV -1 C Project Name Madison Guard House Date 3/18/2013 ROOFING PRODUCT COOL ROOFS (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fall' N/A ❑ Roofing compliance not required in Climate Zones 1 andl6 with a Low -Sloped. 2:12 pitch or less. ❑ ❑ ❑ ❑ Roofing compliance not required in Climate Zone 1 with a Steep -Sloped with less than 5 Ib/ft2. Greater than 2:12 pitch. ❑ ❑ ❑ ❑ Low -sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U -factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV -2C. ❑ ❑ ❑ ❑ Low -sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U -factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV -2C. ❑ ❑ ❑ ❑ The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted. Solar reflectance and thermal emittance or SRI, seespreadsheet calculator at www.energy.22.qov/tiitlie;2e4/ ❑ ❑ ❑ ❑ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft are exempt from the Cool Roof criteria below. ❑ ❑ ❑ ❑ High-rise residential buildings and hotels and motels with low -sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low -sloped roofing criteria. ❑ ❑ ❑ 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Roof Slope Product Weight Product Aged Solar Thermal Number' s 2:12 > 2:12 < 51b/ft' a 51b/ft2 Type 2 Reflectance Emmitance SRI5 Pass Faile ❑ ❑ ❑ ❑ ❑ ° ❑ ❑ ❑ ❑ ❑ ❑ (3 ° ❑ ❑ ❑ ❑ ❑. ❑ ❑° ❑ ❑ ❑ ❑ ❑ ❑ ❑° ❑ ❑ ❑ ❑ ❑ ❑ ❑° ❑ ❑ 13 13 13 ❑ ° ❑ ❑ 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroots.org/r)roducts/search.r)hp 2. Indicate the type of product is being used for the roof top, i.e. single -ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(p,,dtlal — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at h_ni3://www.enerov.ca.gov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: ❑ Aluminum -Pigmented Asphalt Roof Coating ❑ Cement -Based Roof Coating ❑ Other Discrepancies: 7 (�,1 T V r llLDING & SAFETY DEPT. Er�r� �` nl tit a v. CA; #t. EnergyPro 5.1 by EnerqvSoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Page 7 of 24 10 • • CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project NameDate Madison Guard House 3 118/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site -built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV -2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV -2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV -2A Test Performed By: Fenestration Products Name or ID Area of like Building Envelope Requiring Testing or Verification Products Acceptance Test Double Non -Metal 81 m 13 13 13 13 13 13 13 13 13 13 Ot'l-,-,11 OF i ' ka Y 9 Y "13 ❑r.. e•i — n'n A CCT/DEPT, ❑C.,. ri�li i erw ax . a -v r-„ ❑ P ill r/ EB o ❑ , ❑�� ❑ 13 EnergyPro 5. 1 by EnergySoft User Number., 6712 RunCode: 2013-03-18721:12:20 /D: Page 8 of 24 • • • CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Madison Guard House Date 3/18/2013 Project Address The Madison Club La Quinta Climate Zone 15 Total Cond. Floor Area 149 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room E3Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component 13Overall Envelope TDVEner13 Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 1 0 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui ment2 Inspection Criteria Meets Criteria or Requirements Pass Fail – Describe Reason Item or System Tags i.e. AC -1, RTU -1, HP -1 DHW Heater ❑ ❑ Equipment T e3: Electric Res DHW Boiler ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 5,120 Btu/hr ❑ ❑ Minimum Heating Efficiency' 0.95 EF ❑ ❑ Max Allowed Cooling Capacity' n/a ❑ ❑ Cooling Efficiency' n/a ❑ ❑ Duct Location/ R -Value n/a ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS n/a ❑ ❑ Economizer n/a ❑ ❑ Thermostat n/a ❑ ❑ Fan Control n/a ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags i.e. AC -1, RTU -1, HP -1 HVAC 1 ❑ ❑ Equipment T e3: Split DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 18,000 Btu/hr ❑ ❑ Minimum Heatinq Efficiency' 8.00 HSPF ❑ ❑ Max Allowed Cooling Capacity' 17,500 Btu/hr ❑ ❑ Cooling Efficiency' 15.0 SEER / 12.5 EER ❑ ❑ Duct Location/ R -Value Attic, Ceiling Ins, vented /8.0 O —_ , II When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ,' NTA . 1„ o G Economizer No Economizer t7u"❑"'��" Thermostat Setback Required , =� � LP 116.011, Fan Control Constant Volume I � � 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the e Ii c bmi dor from the building plans) the responsible party shall resubmit energy compliance to include the new changesTE �l 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if-a=Fall,box,ls9dhec 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. JEnergyPro5.1byEnergySoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Page 9 of 24 0 0 • CERTIFICATE OF COMPLIANCE and (Part 2 of 4) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Madison Guard House 3/18/2013 EnemyPro 5.1 by EnemySoR User Number. 6712 RunCode: 2013.03-18721:12:20 ID: IPage 10 of 24 9 0 0 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Project Name Date Madison Guard House 3/18/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked -off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title -24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply System Automatic Ventilation Volume & Air Control Supply Valve Water Variable Demand For Single -Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Equipment Re uirin Testing or Verification Qty. VAV & CAV Unitary Ducts Controls DCV VAV Test Reset Control Control Carrier 25AHB618/FE4BNF018 1 ❑ ® ® ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ kn n"11 I `-- r. r; �� ❑ El ❑ ❑ 13 ❑ 11 13 �^ o17 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ t' U ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <l_ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Il �m Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Ene Fero 15.1 b Ene Soft User Number. 6712 RunCode: 2013-03-18721:12:20 ID: Pae 11 of 24 0 0 0 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1 C Project Name Madison Guard House Date 3/18/2013 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Re uirin Testing Fault Detection & Diagnostics Qtv. for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) Systems Test Performed By: Carrier 25AHB618/FE4BNF018 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -g ❑ ❑ ❑ ❑ t ❑ ❑ ❑ ❑ 16 13 13 0 14- ❑ ❑ ❑ ❑ I c3 ❑ ❑ ❑ ❑ I I� z ->i go ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -n❑ ❑ ❑ ❑ n ❑ ❑ ❑ Cl 0— ❑ ❑ ❑ ❑ z m -411❑ ❑ 13:4 y 1 ❑ ❑ ❑ ❑ EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2013-03-18721:12:20 ID: Page 12 of 24 • • AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2C Project Name Date Madison Guard House 1 3/18/2013 Indicate Air S stems Tvpe Central, single Zone, Package, VAV, or etc... Item or System Tags i.e. AC -1, RTU -1, HP -1 HVAC 1 Number of Systems 1 Indicate Pape Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 8.00 HSPF Cooling Equipment Efficiency 112(a) 15.0 SEER/ 12.5 EER HVAC Heat Pump Thermostat 112(b), 112(c) Yes Furnace Controls/Thermostat 112(c), 115(a) n/a Natural Ventilation 121 b Yes Mechanical Ventilation 121 b 15 cfm VAV Minimum Position Control 121 c No Demand Control Ventilation 121 c No Time Control 122(e) Programmable Switch Setback and Setup Control 122(e) Setback Required Outdoor Damper Control 122(f) Auto Isolation Zones 122 n/a Pipe Insulation 123 Duct Location/ R -value 124 Attic, Ceiling Ins, vented /8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & b n/a Proposed Heating Capacity 144(a & b 11,242 Btu/hr Calculated Design Cooling Load 144(a & b n/a Proposed Cooling Capacity 144(a & b 12,405 Btu/hr Fan Control 144(c) Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Simultaneous Heat/Cool 144(d) No Economizer 144(e) No Economizer Heat Air Supply Reset 144(f) Constant Temp Cool Air Supply Reset 144(f) Constant Temp Electric Resistance Heating' 144 U-1 I Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a I L :J, I_Q N S . MECH-4-A must be submitted 144(k) Yes ;APPROVED FOR CONS RUCTION 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric uxiliary heat or h t um , I electric heat is use explain which exception(s) to §144(g) apply. (�, GAl-E 25�1L EnePro 5.1 by EnergySoft User Number: 6712 RunCode: 2013-03-18T21:12:20-1 : 41 -Pae 3 of 24 • • • WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2C Project Name Date Madison Guard House 3/18/2013 WATER SIDE SYSTEMS: Chillers, Towers, Boilers, H dronic Loops Item or System Tags (i.e. AC -1, RTU -1, HP -1)' Number of Systems Indicate Page Reference on Plans or Specification 2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112 a Pipe Insulation 123 PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a & b Cooling Tower Flow Controls 144(h) Variable Flow System Design 144(h) Chiller and Boiler Isolation 144 CHW and HHW Reset Controls 144 WLHP Isolation Valves 144' VSD on CHW, CW & WLHP Pumps>5HP 144 DP Sensor Location 144 1. The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next to applicable section. Service Hot Water Pool Heating Item or System Tags DHWHeater (i.e. WH -1, WHP, DHW, etc...)' Number of Systems 1 Indicate Page Reference on Plans or Schedule MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113 a AO SMITH ELJF-06' Water Heater Efficiency 113 b 0.95 EF" Service Water Heating Installation 113(c) Controls Req. Pipe Insulation 123 Required POOL AND SPA ----- t Pool and Spa Efficiency and Control 114(a) n1a Pool and Spa Installation 114(b) n1a n1a Pool Heater - No Pilot Light 115 c n1a Spa Heater - No Pilot Light 115(d) Pipe Insulation 123 n1a _ t. The Proposed equipment needs to match the building plans schedule or specifications. If a requi ent ii _not-appI ' I ,- rUTA"in the colu n next to applicable section. 2. For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to t number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "WA" in the column. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Pae 14 of 24 0 0 0 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Madison Guard House Date 3/18/2013 MECHANICAL VENTILATION 121 b 2 REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L M N Zone/System Condition Area (ft2) CFM per ft2 Min CFM By Area B X C Number Of People CFM per Person Min CFM by Occupant E X F REQ'D V.A. Max of D or G Design Ventilation Air CFM 50% of Design Zone Supply CFM B X 0.4 CFM / ftz Max. of Columns H, J, K, 300 CFM Design Minimum Air Transfer Setpoint Air Guard House 149 0.15 22 22 15 7 HVAC 1 Total 22 15 Totals rn Column I Total Design Ventilation Air C i imum:ventil`ationratJ! per Section 121, Table 121-A. E 1-11: sed -on fixed _4eat-or, tAe greater of the expected number of occupants and 50% of the CBC occupant load foregress purposes fors aces without fixed seating. H '� �entilation'rAir (REQ'D V.A. is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS Column D or G). I � � pp st be3 eler th or ual to H or use Transfer Air column N to make u the difference. t s L an CFM x 50%• or the design zone outdoor airflow rate per 121. K l o d t ar a Col CFM / ft2; or L MaxinfGt!o,'_' o Cs -H, J K, or 300 CFM M This m Ist le hM equal to Column L and greater than orequal to the sum of Columns H plus N. N ITransfer Air musrbep ` ided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or e ual to the differ nib tween the Required Ventilation Air Column H and the Design Minimum Air Column M), Column H minus M. Energypro5.1 by EnerqySoft ser Number., 6712 Run Code: 2013-03-18T21:12:20 ID: Pae 15 of 24 0 0 0 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5C Project Name Madison Guard House Date 3/18/2013 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type oty, Efficiency Tons Pump Ot . GPM BHP Control DHW / BOILER SUMMARY System Name Type Vol. Distribution City. Rated Input (Gals). Energy Factor Standby Loss Tank Ext. or RE or Pilot R -Value Status AO SMITH ELJF-06' Small Elec. Point of Use 1 5,120 6 0.95 n/a n/a New MULTI -FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length ft Control Ot . HP Type In Plenum Outside Buried Add 1/2" Insulation CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type City. Out ut Aux. kW Efficiency Output Efficiency Status Carrier 25AHB618/FE4BNF018 Split DX 1 18,000 0.0 8.00 HSPF 17,500 15.0 SEER / 12.5 EER New ii r-. 1 �z. CENTRAL TEM FAN -$UM „ARY J� I SUPPLY FAN RETURN FAN S st ' Namea Fan Type Economizer Type CFM BHP CFM BHP Carrier 2 E4d1 F:1B T Constant Volume No Economizer 600 0.10 none n z � EnergyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Pae 16 of 24 174 • ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Project Name Date Madison Guard House 3/18/2013 DESCRIPTION Building Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §118(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §116(a) 1: window area,'0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swingingand sliding),and 1.0 cfm/ft.? for nonresidential double doors (swinging). §116(a) 2: Fenestration U -factor shall be rated in accordance with NFRC 100, or the applicable default U -factor. §116(a) 3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONS UCTION i DATE r EnemyPro 5.1 by Enem ySoft User Number., 6712 RunCode: 2013-03-18721:12:20 ID: Pae 17 of 24 • C7 a MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Date Madison Guard House 3/18/2613 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls - §122(e): Each space conditioning system shall be installed with one of the following: 1A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 1 B. An occupancy sensor to control the operating period of the system; or IC. A 4 -hour timer that can be manually operated to control the operating period of the system. 2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(8)' square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121(f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building ors ace shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the ou IettTempe at re fb AOQF 2 Circulating service water -heating systems shall have a control capable o _ dyfnaattiealutgrn�n�cAgff i `,e �`ir�u� r� pu p when hot water is not required. U __ I FOR CONST CTION I DATE _B Ene Pro 5.1 by EnergySoft User Number: 6712 RunCode: 2013-03-18T21:12:20 ID: Pae 18 of 24 a HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Madison Guard House Date 3/18/2013 System Name HVAC 1 Floor Area 149 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 147 Return Vented Lighting Return Air Ducts Return Fan Ventilation 15 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. Sensible Latent CFMSensible 2,813 231 269 0 141 0 662 369 15 0 141 3,756F 600 PEAK Heating System Output per System 18,000 4,521 Total Output Btuh 18,000 Output Btuh/s n 120.8 226 Cooling System 0 Output per System 17,500 724 Total Output Stuh 17,500 0 Total Output ons 1.5 226 Total Output Btuh/s ft 117.4 Total Output s ft/Ton 102.2 5,697 Air System CFM per System 600 HVAC EQUIPMENT SELECTION Airflow cfm 600 Carrier 25AHB618/FE413NF018 12,405 1,732 11,242 Airflow cfm/s ft 4.03 Airflow cfm/Ton 411.4 Total Adjusted System Output (Adjusted for Peak Design conditions) 1 TIME OF SYSTEM PEAK 12,405 1,732 1 11,242 F Jul 3 PM F Jan 1 AM Outside Air % 2.5% Outside Air cfm/s ft 0.10 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 260F 71 OF Outside Air 15 cfm Supply Fan 600 cfm 72 OF 71 OF 88 OF Heating Coil 880F ROOM 720F COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Coolin`'PeEA t TA j 112178°F 71159 OF 71 /59°F 52/51 °F j Outside Air i 15 cfm Supply Fan Cooling Coil/ 600 cfm 70158 OF r �l,.tl T Vt BUILDING & SAFETY DEPT. �;� '� 1- `�' N TRAr U 10 51 OF Z ........... :.............. C ",TEC.5- MM 70/ 58 °F EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Page 19 of 24 ZONE •AD SUMMARY • . Madison. - .. 311812013 System Name �HV Roor Area •, •.D SUMMARY COOLING ZONAL SYSTEM MW TOTALS ��® �� • EM V.-iWIffly .; 2013-03-18T21:12:20 20. r� L • ROOM LOAD SUMMARY Project Name Date Madison Guard House 3/18/2013 System Name Floor Area HVAC 1 149 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible I Latent CFM I Sensible Latent CFM I Sensible Guard House Guard House 1 .1 1 1471 Z8131 231 1471 2,813 2311 2691 4,521 PAGE TOTAL TOTAL' 147 2,813 231 269 4,521 147 2,813 231 269 4,521 ' Total includes ventilation load for zonal systems. EnergyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Page 21 of ZU I 1 1 a • ROOM HEATING PEAK LOADS Project Name Madison Guard House Date 3/18/2013 ROOM INFORMATION DESIGN CONDITIONS Room Name Guard House Floor Area 149.0 R2 Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area U -Value AT °F Btu/hr 46 = 151 46 = 1,134 46 = 1,490 46 = 1,746 = = = = = = = = = = = = = = = = = = = = = - bot J ~ - P U OR CO = ge 4,5 1 B 46 = 0 OT R-38 Roof(R.30.2x 14.16) 149.0 X 0.0220 X R-19 Wall (W. 19.2x 6.16) 333.0 X 0.0740 X Double Non -Metal 81.0 X 0.4000 X Slab -On -Grade perm = 52.0 X 0.7300 X X X x X X X X X X X X X X x X X X X X x X X X X X x x X X x X X X X X X X X X X X X X X X X I , %XT - X x �.Xa � x Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 149 X Area x xF to another room 1 . 8.00 x 0.0.00. Ceiling Height ACH TOTAL HOURLY HEAT LOSS FOR ROOM 4,521 Energ Pro 5.1 by Energ Soft User Number.- 6712 RunCode: 2013-03-18721:1220 ID: Page 22 of 24 i4 I , 4 C] 0 ROOM COOLING PEAK LOADS Project Name Date Madison Guard House 3/18/2013 ROOM INFORMATION DESIGN CONDITIONS Room Name Guard House Time of Peak Jul 3 PM Floor Area 149.0 ft' Outdoor Dry Bulb Temperature 112 OF Indoor D Bulb Temperature 70 OF Outdoor Wet Bulb Temperature 78 OF Conduction Area U -Value DETD' Btu/hr R-38 Roof(R,30.2x14.16) .149.0 X 0.0220 X 32.8 = 107 R-19 Wall (W, 19.2x6.16) 64.0 X 0.0740 X 35.6 = 169 R-19 Wall (W, 19.2x6.16) 101.0 X 0.0740 X 35.5 = 266 Double Non -Metal 63.0 X 0.4000 X 32.7 = 825 R-19 Wall (W. 19.2x 6.16) 46.0 X 0.0740 X 35.5 = 121 Double Non -Metal 18.0 X 0.4000 X 32.7 = 236 R-19 Wall (W, 19.2x6.16) 122.0 X 0.0740 X 36.3 = 327 X X = X X = Page Total 2,051 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Weighting Solar Gain Orientation Area SGF SC Factor Btu/hr Window (E) 42.0 X 0 X 0.323 X 0.000 = 25 Window (S) 9.0 X 0 X 0.323 X 0.000 = 5 Window (S) 9.0 X 0 X 0.323 X 0.000 = 5 Window (K9 21.0 X 0 X 0.323 X 0.000 = 107 X X X = X X X = X X X = X X X = X X X = Page Total 143 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 149 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Occu ants 1.00 X 149 X 245 Btu/occ. / 100 Sqft/OCC. X 1.000 = 365 Receptacle 1.00 X 149 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 254 Process 1.00 X 149 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process htin 1.00 X 149 X 0.000 Watts/Sgtt X 3.413 mBtuMlatt-"X Li 0 0 lay OF L Infiltration: 1.00 X 1.064 X 149 X X / �0 0 0 001 c3(i 0 Height 1ACH'O Schedule Air Sensible Area Ceiling Height 'ACFi' J p Fraction t'\ f -1O TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM ;`,-; STNn72 8 3 Sched. Latent Gain Frac. Area Heat Gain Btu/h Occupants 1.00 X 149 X 155 Btuh/oC� .U�/T Receptacle 1.00 X 149 X 0.000 Watts/S ft u tt = 0 Process 1.00 X 149 X 0.000 Watts/Sgft X 3.413 u aft = 0 Infiltration:[ 1.00 X 4,771 X 149 X 8.00 X 0.00 /60] X 0.00000 = 0 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 231 EnergyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2013-03-18721:12:20 ID: Page 23 of 24 e , . • s ROOM COOLING COIL LOADS Project Name Date Madison Guard House 3/18/2013 ROOM INFORMATION DESIGN CONDITIONS Room Name Guard House Time of Peak I Jul 3 PM Floor Area 149.0 ft' Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 70 OF Outdoor Wet Bulb Temperature 78 OF Conduction Area U -Value DETD' Btu/hr R-38 Roof(R.30.2x 14.16) 149.0 X 0.0220 X 32.8 = 107 R-19 Wall (W. 19.2x6.16) 64.0 X 0.0740 X 35.6 = 169 R-19 Wall (W. 19.2x6.16) 101.0 X 0.0740 X 35.5 = 266 Double Non -Metal 63.0 X 0.4000 X 32.7 = 825 R-19 Wall (W. 19.2x6.16) 46.0 X 0.0740 X 35.5 = 121 Double Non -Metal 18.0 X 0.4000 X 32.7 = 236 R-19 Wall (W. 19.2x6.16) 122.0 X 0.0740 X 36.3 = 327 X X = X X = Page Total 2,051 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Weighting Solar Gain Orientation Area SGF SC Factor Btu/hr Window (E) 42.0 X 0 X 0.323 X 0.000 = 25 Window (S) 9.0 X 0 X 0.323 X 0.000 = 5 Window (S) 9.0 X 0 X 0.323 X 0.000 = 5 Window (W) 21.0 X 0 X 0.323 X 0.000 = 107 X X X = X X X = X X X = X X X = X X X = Page Total 143 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 149 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Occupants 1.00 X 149 X 245 Btu/occ. / 100 Sgft/occ. X 1.000 = 365 Receptacle 1.00 X 149 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 254 Process 1.00 X 149 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 1 149 X 1 0.000 Watts/Sgft X 3.413 Btu/Watt X1 0.000 = 0 �• T [OOC�O�� Infiltration: 1.00 X 1.064 X 149 X 8.00 X �' (0.00 %'6D� ig 0 Schedule Air Sensible Area Ceiling Height ; SACH j GJJL Fraction .A TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM (_ 813 Sched. FOR CO S Latent Gain Frac. Occupants 1.00 X Area Heat Gain /' 149 X 155 Btuh/OCC. �'/ CC. = B u/hr 231 B Receptacle 1.00 X 149 X 0.000 Watts/Sgft= - -34t = 0 Process 1.00 X 149 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,771 X 149 X 8.00 X 0.00 /60] X 0.00000 = 0 Schedule Air Sensible Area Ceiling Height ACH pW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 231 EnergyPro 5.1 by EnemySoft User Number; 6712 RunCode: 2013-03-18721:12:20 /D: Page 24 of 24