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06-0810 (CONR)r ' 4 P.O. BOX.1504' VOICE (760) 777-7012 78-495 CALLE TAMPICO \i FAX (760) 777-7011' LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT __ Date: 10/06/06 Application Number: 06-00000810 Owner: ~` Property Address: 58480 ALMONTE CORAL OPTION I APN: 764-200-006-B -316811- 79295 RANCHO LA QUINTA DR Application description: NEW COMML - OTHER NON-RESIDENTIAL LA QUINTA, CA 922,5,3 Property Zoning: LOW DENSITY RESIDENTIAL _.Application valuation: 8421 Contractor: i �8 COZ �OD> Applicant: Architect or Engineer: TD DESERT DEVELOPMENT L'PR P O BOX 1716 k'4/f♦I�v'IQ l°y''�''' �y4RcX�ivDIELL, LA QUINTA, CA 92247��©�pfVT� Gg175^ (760) 771-1941 �'�. . Lic. No.: 762987 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I ice under provisions of Chapter.9 (commencing with Section 7000) of Division 3 of the 8 sine and P ofessionals Code, and my License is in full force and effect. License Class: B License N • 762987 ate d� tractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjry that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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 1, 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 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: LQPER ITT 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. U I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor J� Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier COMPWEST Policy Number CA005001482002 _ 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 the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 f t Labor Cod shall [hwith comply with those provisions. aD 1e: �� Applicant: WARNING: FAILURE TO SECU WOR RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO IMIN PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN AD TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and. Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. . I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating tob in instruction, and hereby authorize represent ves of this)I ounty to enter upo a above-mentioned pr erty for i pection purposes. te: l gnature (Applicant or Agen IIIIIII VIII III VIII IIII 39 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. U I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor J� Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier COMPWEST Policy Number CA005001482002 _ 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 the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 f t Labor Cod shall [hwith comply with those provisions. aD 1e: �� Applicant: WARNING: FAILURE TO SECU WOR RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO IMIN PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN AD TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and. Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. . I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating tob in instruction, and hereby authorize represent ves of this)I ounty to enter upo a above-mentioned pr erty for i pection purposes. te: l gnature (Applicant or Agen Application Number . . . 06-00000810 ------ Structure Information GUARDHOUSE ----- Other struct'info CODE EDITION 200104E05EN FIRE SPRINKLERS NO MIXED-USE OCCUPANCY B OCCUPANT LOAD .00 PATIO SQ FTG • 40.00 ---------=------------------------------------------------------------------ 1ST FLOOR SQUARE FOOTAGE 131.00 Permit . . . BUILDING PERMIT Additional desc GUARD HOUSE Permit Fee . . . . 108.00 Plan Check Fee 70.20 Issue Date . . . . Valuation . . . . 8421 Expiration Date 4/04/07 Qty Unit Charge Per Extension BASE FEE 45.00 7.00 - 9.0000 ----------------------------------------------------------------------------- THOU BLDG 2,001-25,000 63.00 Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 18.42 Plan Check Fee 4.61 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/04/07 Qty. Unit Charge. Per Extension BASE FEE 15.00 171.00 .0200 ---------------------------------7--------------------------------7--------- ELEC GARAGE OR NON-RESIDENTIAL 3.42 Permit . . . MECHANICAL' Additional desc . Permit Fee . . . . 39.50 Plan Check Fee 9.88 Issue Date . . . . Valuation 0 Expiration Date 4/04/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 1.00 6.5000 --------------------------------=------------------------------------------- EA MECH VENT FAN 6.50 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 58.50 Plan Check Fee 14.63 LQPERDIIT Application Number 06-00000810 Permit PLUMBING Issue Date Valuation . . . . 0 Expiration Date 4/04/07 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 Permit. . . GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date .. . . . Valuation . . . . 0 Expiration Date 4/04/07 Qty Unit -Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments GUARDHOUSE @ SERVICE GATE -171 SF,11 .LIN.FT. 5FT SCREEN WALL.."B" OCCUPANCY, TYPE V -N CONSTRUCTION, 2 OCCUPANT LOAD. 2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY CODES, 2005 D.I.F.•ASSESSED. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 7.02 ART IN PUBLIC PLACES -COM 22.10 DIF CIVIC CENTER - COMM 11.45 ENERGY REVIEW FEE 7.02 DIF FIRE PROTECTION -COMM 3.42 STRONG MOTION (SMI) - COM 1.76 DIF STREET MAINT FAC -COMM 22.23 DIF TRANSPORTATION - COMM 552.33 Fee summary Charged Paid Credited ------------------------------------- Due -------------------- Permit Fee Total 239.42 .00 .00 239.42 Plan Check Total 99.32 .00 .00 99.32 Other Fee Total 627.33 .00 .00 627.33 Grand Total 966.07 .00 .00 966.07 LQPE%-,11T C 21C h City of. La Quinta Building u Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permle# r1i 40 U(Q. Project Address: 5-e Y-00 111,zf0'ey-C Owner's Name: -7P P�-sf-jL-r p.t4Xz.7, C -P A. P. Number: -7 4o t( 7-o o c> o. Address: To IZ3 Legal Description: 'TAA -C -C 31 (p $1 — Contractor: —r D Of S qq City, ST, Zip: 6A, ;> Telephone: ? 11C Project Description:' Address: City, ST, Zip: C -f- ;-L 2 ir 7 A-rf cu 4"A No 's Telephone: 7 ? State Lic.#: 767-71,7 City Lic. #: <? Arch., Engr., Designer: /6CAA--e-/( 6.A.4, --J 9 A -c" Address: -%. go 171 SF City, ST, Zip: Telephone: qV 17 State Lic.#: C7175— Name of Contact Person: Alo c.V Colstru/tion Type: Occupancy: Prod qtype (circle oneAdd'n Alter Repair Demo S q• t•: # Stories: #Units: Estimate e o ect: Telephone # of Contact Person: APPLICANT: DO NOT WRITE BELOW THIS LINE # 3 Submittal Plan Sets Req'd kee'd TRACMG Plan Check submitted PERMU FEES Item Amount Structural Calcs. Reviewed; ready for corrections O(V Plan Check Deposit Truss CaIcs. Called . Contact Person Plan Check Balance Energy Cales. Plans picked up Construction Floodplain plan Plans resubmitted Mechanical Grading.plan 2" Review, ready for correctionols;ue 0 /06 Electrical Subcontactor List Called Contact Person I il(i(e sPlumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted EGrading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called'Contact Person A.T.P.P. till Pub. Wks. Appr Date of permit issue V School Fee's A Total Permit Fees h Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK 9: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Andalusia Date: Owner's Name: Ccoral Option Phone No.1 771-1941 Project Address: 58-480 Almonte Lane La Quinta, CA Project Description: Guard House @ service entry APN: 7644-200-001 Type of Development: Residential Tract #: Lot #'s: XX Commercial Industrial Total Square Feet of Building Area: 171 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: N Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 171 Amount per Sq.Ft. $ 0.00 Amount Collected $ 0.00 Building Permit Application Completed: Yes/No Note: Pursuant to AB -181 any mobilehomes being replaced or relocated within the same school district are exempt from developer fees. Any addition that is 500 sq. ft. or less is exempt from paying Developer Fees. By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued by: Elvira Mattson, Office Technician Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to.issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. 1,1V:chmdoeti'devti;cs/certif:icate o.fcompliance form tablesTO USIE.doc IIIIIII VIII III VIII III 40 1/16/03 T P—tkul'01IRI4 QpR1MENToIFORES/qP RIVERSIDE COUNTY FIRE DEPARTMENT �dElpE PAOiECI/pN In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-6900 • Fax (909) 940-6910 November 2, 2006 Nolan Sparks JohnHawkins POBox 1716 Firee Chief La Quinta, CA 92247 Proudly serving the Unincorporated Re: Structural Building Plan Review , Areas of Riverside County and the LAQ-06-TI-090 / Andalusia Gate House at 58480 Almonte Ln., La Quinta, CA Cities of: Fire Department personnel have reviewed and approved the plans you submitted for the above Banning referenced project. Please be advised the following conditions apply as a part of the conditions for the :• issuance of a building final. Beaumont 4. 1) The Fire Department is required to set a minimum fire flow for the remodel or construction of all Calimesa commercial buildings using the procedure established in the 2001 CFC. A fire flow of 1500 gpm '•' for a 2 -hour duration at 20 psi residual operating pressure must be available before any Canyon Lake combustible material is placed on the job site. Coachella 2) The required fire flow shall be available from a Super hydrant(s) (6" x 4" x 21/2' x 21/2') located not Desert Hot Springs less than 25' or more than 165' from any portion of the building(s) as measured along approved 4. vehicular travel ways. Indian Wells ❖ 3) Prior to the issuance of a building permit, applicant/developer shall furnish one blueline copy of the Indio water system plans to the Fire Department for review. Plans shall conform to the fire hydrant 4• ' types, location and spacing, and the system shall meet the fire flow requirements. Plans must be LakeElsinore signed by a registered Civil Engineer and/or the -local water company with the following La ♦ Quints -,certification: "I certify that the design of the water system is in accordance with the requirements .. prescribed by the Riverside County Fire Department". Moreno Valley .; 4) Provide written certification from the appropriate water company that hydrants will be installed and Palm Desert will produce the required fire flow. Perris �• 5) Install portable fire extinguishers per Title 19, but not less than 2A1 OBC in rating. Contact a Rancho Mirage 4• certified extinguisher company for proper placement and spacing of equipment. San Jacinto 4• Applicantlinstaller shall be responsible to contact the Fire Department to schedule inspections. Temecula Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. Board of Supervisors All questions regarding the meaning of these conditions should be referred to the Fire Department Bob Buster, Planning & Engineering staff at (760) 863-8886. District 1 John Tavaglione, Sincerely, District 2 Tracy Hobday Jim Venable, Chief Fire Department Planner District 3 • Roy Wilson, District 4 By Sonia Cooley Marion Ashley, District 5 Fire Safety Specialist EMERGENCY SERVICES DIVISION • PLANNING SECTION . INDIO OFFICE 82-675 Highway 111, 2^" FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 DESIGNER: CLIENT: DESIGNED BY: T.L. STRUCTURAL CALCULATIONS ' FOR ANDALUSIA' AT CORAL MOUNTAIN GATE HOUSE 1. AT ALMONTE LANE LA QUINTA, CA CITY OF BUILDING & SA EETYYI EPA APPROVED T FOR CONSTRUCTION JOB # 4253 DAT 12/20/2005 - eY Ycq- PEKAREK-CRANDELL, INC. T.D. DESERT DEVELOPMENT N. ' o PROFESS/p� M. Ftp l� No -57958: Exp. 06-30-0& C/ m q�FOF CALW3' P ZEYAD FAQIH P.E. R F STRUCTURAL CONSULTANTS, INC. 75-153MERLE DRIVE, STE. B, PALM DESERT, CA. 9221 PHONE.(760) 836-1000 FAX (760) 836-0856 IIIIiII IIIII III I III IIII 41 i IE DESIGNER: CLIENT: DESIGNED BY: T.L. STRUCTURAL CALCULATIONS ' FOR ANDALUSIA' AT CORAL MOUNTAIN GATE HOUSE 1. AT ALMONTE LANE LA QUINTA, CA CITY OF BUILDING & SA EETYYI EPA APPROVED T FOR CONSTRUCTION JOB # 4253 DAT 12/20/2005 - eY Ycq- PEKAREK-CRANDELL, INC. T.D. DESERT DEVELOPMENT N. ' o PROFESS/p� M. Ftp l� No -57958: Exp. 06-30-0& C/ m q�FOF CALW3' P ZEYAD FAQIH P.E. R F STRUCTURAL CONSULTANTS, INC. 75-153MERLE DRIVE, STE. B, PALM DESERT, CA. 9221 PHONE.(760) 836-1000 FAX (760) 836-0856 • • i ��..• 1rrr CLIA �ls►'.l��.� y2.5.3 GA DESIGN CRITERIA ROOF LOAD AT 4 TO 12 SLOPE: FLOOR: ' TILE ROOF = 10.00 psf: DEAD LOAD = 15.00 psf PLYWOOD = 2.50 psf LIVE LOAD = 40.00 psf TRUSSES= 3.00 psf TOTAL = 55.00 psf DRYWALL = 2.50 psf INSULATION = 1.00 psf MISCELLANEOUS =1.00 psf DEAD LOAD = 20.00 psf: LIVE LOAD = 16.00 psi TOTAL = 36.00 psf-. EXTERIOR WALLS =15.00 psf INTERIOR WALLS =10.00 psf SEISMIC ZONE 4 FAULT TYPE A Na =1.0 APPROXIMATELY 12 km TO FAULT SOIL PROFILE Sd SEISMIC COEFFICIENT Ca=.0.44Na STRUCTURAL SYSTEM R = 4.5 SEISMIC FACTOR ='(2.5 x 0.44 x 1.00 x 1.00)/(1.4 x 4.5) = 0.175W P SEE CALCULATIONS FOR FACTOR WIND EXPOSURE C WIND SPEED 70 MPH MAXIMUM HEIGHT 15 ft WIND FACTOR 17.36 psf MAXIMUM HEIGHT 20 ft WIND FACTOR 18.51 psf MAXIMUM HEIGHT 25 ft WIND FACTOR 19.49 psf SOIL BEARING PRESSURE 1.500 psf (per Earthsystems Southwest soils report) 1997 UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING CODE �F , COMPANY PROJECT i/:2,5_3 ® R.F. Structural Consultants, Inc. Andalusia Ix 75-153 Merle Drive, Suite B Gate House Wood`� d V : rs Palm Desert, CA 92211 Beam #2 - Flush BM at Guard House SOFTWAREFOR WOOD DESIGN Dec. 20, 2005 15:55 ' Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, or plf ) *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : •t r e"�' a. 3j x su1 tw s. as nS a t s nC7u�"; k' r, r sl:.k-a g' MARX,;a' ✓"r' #^+ .v �y"�n-c _x�''��,�..a.a.°�ti-..�t��s'.�"��.'`Sim,��.,a��P�;t�Y3,.s€t*:"?�`i� Ll 01 6'-9" Lumber -soft, D.Fir-L, No.2, 4xa@ S Self Weight of 7.69 plf automatically in uded in loads; Lateral.support:top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) andDeflection (in) using NDS 2001: *The effect of point loads within a distance d of the support has been included as per NDS 3.9.3.1: r ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000: 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 180 1..00, 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+L, M = 3791 lbs -ft Shear LC# 2 = D+L, V = 2320, V design* = 1909 lbs Deflection: LC# 2 = D+L EI= 369e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Dead Full Area 20.00(10.50)* 180 No Load2 Live Full Area 16.00(.10.50)* 2 No Loads Dead Full Area 15.00 (9.00)* L/360 No Load4 Dead Point 250 0.75 No Load6 Live Point 150 0.75 No Load? Dead Point 250 3.25 No LoadB Live Point 150 3.25 No Dead 1592 1338 Live 778 Shear 656 Total 2320 180 1998 Bearing: fb = 911 Fb'; = 2 fb/Fb' = 0.89 , 2 LC number Length 1.06 L/360 '1.00 Criterion Anal sis.Value Design Value Anal sis/Desi n Shear fv* = 88 Fv'. = 180 = 0.49 Bending(+) fb = 911 Fb'; = 1080 fb/Fb' = 0.89 , Live Defl'n 0.03 = <L/999 0.22 = L/360 0.12 Total Defl'n 0.08 = L/990 0.34 = L/290 0.29 CS LATERAL ANALYSIS SECTION #1 LONGITUDINAL & TRANSVERSE IST FLR HT = 9.00 FT 2 N FLR HT = 16.00 FT ROOF AVG HT = 1 WIND FORCE (70 MPH) = 18.51 PSF WIND LOAD ROOF = 18.51 psf x (3.50 + 2.00 ft) = 101.81 PLF WIND LOAD 1 -FL =18.51 psf x (3.50 ft + 9.00 ft/2) = 148.08 PLF TOTAL WIND = 249.89 PLF SEISMIC ROOF: DL ROOF = 20 x 9.00 = 180.00 DL EXT WALL = 15.00 x 2 x (16.00 - 12.50) = 105.00 DL INT WALL = 10.00 x 1 x (16.00 - 12.50) = 35.00 SEISMIC LOAD= 0.175 x (180:00 + 105.00 + 35.00) = 56.00 PLF SEISMIC 1 -FL: DL FLOOR = 15.00 x 7.00 = 105.00 DL EXT WALL = 15.00 x (2 x (12.50-9.00/2) = 240.00 DL INT WALL = 10.00 x (1 x (12.50-9.00/2) = 80.00 SEISMIC LOAD= 0.175 x (105.;00 + 240.00 + 80.00) = 74.38 PLF' TOTAL SEISMIC LOAD = 130:38 PLF REDISTRIBUTE SHEAR: (56.00 plf x 16.00 ft) + (74.38 plf x 9.00 ft) r 1565.42 SHEAR ROOF = 56.00 plf x 16:00 ft x 130.38 plf/ 1565.42 lbs = 7,4.63 PLF SHEAR 1 -FL = 74.38 plf x 9.00A x 130.38 plf/ 1565.42 lbs = 55.75 PLF ROOF: WIND GOVERNS = 101.81 PLF 1 -FL: WIND GOVERNS = 249.89 PLF ROOF MAX. SHEAR = 101.8 1plf x (7.00 ft)/(2 x 7.00 ft) = 50.91 JPLF ROOF CHORD FORCE = 101.81 plf x (7.00 ft**2)/(8 x 7.00 ft) =;89.08 USE (6) 16 D's PER TOP PLATE SPLICE I -FL MAX. SHEAR = 249.89 plf x.(7.00 ft)/(2 x 7.00 ft) =124.95 PLF 1 -FL CHORD FORCE = 249.89 !plf x (7.00 ft* *2)/(8 x 7.00 ft) = 218.65II USE (6) 16 D's PER TOP PLATE SPLICE. LBS FT V;;2,53 I, LATERAL ANALYSIS SHEAR WALL #1 TYP. LEFT/RIGHT WALL OF 2ND STORY TOTAL LOAD = 101.81 plf x (7.00 ft/2) = 356.34 LBS SHEAR WALL LENGTH = (7.00 - 2.00) = 5.00 FT (around window) SHEAR WALL = 356.34 lbs/5.00 ft = 71.27 PLF USE SHEAR WALL TYPE 10 WITH 16D's AT 4" O/C SILL PLATE NAILING. MAX. DRAG LOAD = 50.91 LBS. USE (6) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 113.02 LBS NO SIGNIFICANT UPLIFT, NO HOLDOWNS REQUIRED. SHEAR WALL #2 LEFT WALL OF 1 IT STORY TOTAL LOAD = 249.89 plf x (7.00 ft/2) = 874.62 LBS SHEAR WALL LENGTH = 8.00 FT SHEAR WALL = 874.62 lbs/8.00 ft = 109.33 PLF USE SHEAR WALL TYPE 10 WITH 5/8" x 12" A.B. AT 48" O/C. MAX. DRAG LOAD = 570.40 LBS. USE (6) 16D'S PER -TOP PLATE SPLICE. MAX. UPLIFT LOAD = 623.97 LBS USE SIMPSON HTT22 TO HOLD DOWN EACH END. SHEAR WALL #3 RIGHT WALL OF 1 IT STORY TOTAL LOAD = 249.89 plf x (7.00 ft/2) = 874.62 LBS SHEAR WALL LENGTH = (8.00 - 2.50) = 5.50 FT (around window) SHEAR WALL = 874.62 lbs/5.50 ft =159.02 PLF USE SHEAR WALL TYPE 10 WITH 5/8" x 12" A.B. AT 48" O/C. MAX. DRAG LOAD = 570.40 LBS. USE (6) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 623.97: LBS USE SIMPSON BPAHD22 TO !HOLD DOWN EACH END, USE HTT22 AT CORNER. SHEAR WALL #4 _ FRONT WALL OF 2ND STORY TOTAL LOAD = 101.81 plf x (7.00 ft/2) = 356.34 LBS SHEAR WALL LENGTH = (7.00 - 2.00) = 5.00 FT (around window) SHEAR WALL = 356.34 lbs/5.00 ft = 71.27 PLF USE SHEAR WALL TYPE 10 WITH 16D's AT 4" O/C SILL PLATE NAILING. MAX. DRAG LOAD = 50.91 LBS. USE (6) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 113.021 LBS NO SIGNIFICANT UPLIFT, NO HOLDOWNS REQUIRED. LATERAL ANALYSIS SHEAR WALL #5 TOTAL LOAD =101.81 plf x (7.00 ft/2 SHEAR WALL LENGTH = 7.00 FT SHEAR WALL = 356.34 lbs/7.00 ft = 51 USE SHEAR WALL TYPE 10 WITH 1 MAX. DRAG LOAD = 38.97 LBS. USF MAX. UPLIFT LOAD = -5.30 LBS NO UPLIFT, NO HOLDOWNS REQUI SHEAR WALL #6 TOTAL LOAD = 249.89 plf x (10.00 ft/ USE HARDY FRAME PANEL; USE (1 TOTAL CAPACITY = 2132 LBS MAX. DRAG LOAD = 981.71 LBS. US USE (2) #5 BARS TOP AND BOTTOM SHEAR WALL #7 TOTAL LOAD = 249.89 plf x (10.00 ft/2) + 147.56 plf x (13.00 ft/2) = 2208.59 LBS USE HARDY FRAME PANEL; USE (1) HF 9 x 24-7/8. TOTAL CAPACITY = 3010 LBS MAX. DRAG LOAD = 1262.051 LBS USE (2) #5 BARS TOP AND BOTTI REAR WALL OF 2N -D STORY = 356.34 LBS .91 PLF D's AT 4" O/C SILL PLATE NAILING. (6) 16D'S PER TOP PLATE SPLICE. FRONT WALL OF IST STORY = 1249.45 LBS HF 9 x 18-7/8. (8) 16D'S PER TOP PLATE`SPLICE. 8 FT PAST HARDY FRAME PANEL EACH WAY. REAR WALL OF GUARD ROOM SHEAR WALL #8 TOTAL LOAD = 147.56 plf x (13.00 ft/ SHEAR WALL LENGTH =.5.00 FT SHEAR WALL = 959.14 lbs/5.00 ft =1 USE SHEAR WALL TYPE 10 WITH 5, MAX. DRAG LOAD = 274.04 LBS. US MAX. UPLIFT LOAD = 1284.80 LBS USE SIMPSON BPAHD22 TO HOLD l �E (12) 16D'S PER TOP PLATE SPLICE. 8 FT PAST HARDY. FRAN M PANEL EACH WAY. I REAR WALL OF RESTROOM = 959.14 LBS 1.83 PLF V' x 12" A.B. AT 48" O/C. (6) 16D'S PER TOP PLATE SPLICE. EACH END, USE HTT22 AT CORNER. To specify your title block on Title : Job # y; .53 these five lines, use the SETTINGS Dsgnr. Date: 8:42AM, 21 DEC 05 G O main menu selection, choose the Description Printing & Title Block tab, and ent. Scope: your title block information: REav:550100User..KW-0604868,Ver5.5.0,2SSep-2001 Combined Fooling Design Page 1 (c)1983-2001 ENERCALC Engineering Software Description TYP. FOOTING AT HARDY FRAME General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allow Soil Bearing 1,500.0 psf fc 3,000.0 psi Seismic Zone 4 Fy 60,000.0 psi Concrete Wt 145.0 pcf Min As Pct 0.0014 Short Term Increase 1.33 Distance to CL of Rebar 3.50 in Overburden 0.000 f Live & Short Term Load Combined Dimensions Footing Size... Column Support Pedestal Sizes Distance Left 8.00 ft #1 : Square Dimension 0.00 in Dist. Betwn Cols 1.50 ft. ...Height 0.00 in Distance Right 8.00 ft #2 : Square Dimension 0.00 in Footing Length 17.50 ft .._.Height 0.00 in Width 1.25 ft Thickness 18.00 in Loads Vertical Loads... (cD Left Column (ED -Right Column Dead Load 1.000 k 1.000 k Live Load 1.000 k 1.000 k Short Term Load k k Applied Moments... Dead Load k -ft k -ft Live Load k -ft k -ft ShortTerm Load 20.000 k -ft 20.000 k -ft Summary Footing Design OK Length = 17.50ft, Width = 1.25ft, Thickness = 18.00in, Dist. Left = 8.00ft, Btwn. = 1.50ft, Dist. Right = 8.00ft Maximum Soil Pressure 1,116.72 psf Allowable 1,995.00 psf Steel Req'd @ Lef 0.244 in2/ft Max Shear Stres; 32.62 psi Steel Req'd @ Cente 0.341 in2/ft - Allowable 93.11 psi Steel Req'd @ Righ 0.580 in2/ft Min. Overturning Stabilit 1.916:1 Soil Pressures Soil Pressure @Left Actual Allowable ACI Factored Eccentricity Dead + Live 400.4 1,500.0 psf Eq. 9-1 587.9 psf 0.000 ft Dead+Live+Short Term 0.0 1,995.0 psf Eq. 9-2 0.0 psf 4.567 ft Soil Pressure @ Right End Eq. 9-3 0.0 psf Dead + Live 400.4 1,500.0 psf Eq. 9-1 587.9 psf 0.000 ft Dead+Live+Short Tenn 1,116.7 1,995.0 psf Eq. 9-2 1,563.4 psf 4.567 ft Stability Ratio 1.9 :1 Eq. 9-3 775.5 psf To specify your title block on Title: Job # L1.2 53 these five lines, use the SETTINGS Dsgnr: Date: 8:42AM, 21 DEC 05 �% main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information. -9.16 k-ft/ft Rev: 550100 User. KW -0604868, Ver 5.5.0, 25-Sep2001Combined Footing Design Page 2 (c)1983-2001 ENERCALC Engineering Software 13.24 k-ft/ft Description TYP.. FOOTING AT HARDY FRAME LMoment &Shear Summary ( values for moment are given' per unit width of footing) Moments... i ACI 9-1 ACI 9-2 ACI 9-3 Mu @Col #1 9.07 k-ft/ft -9.16 k-ft/ft -5.97 k-ft/ft Mu Btwn Cols 9.07 k-ft/ft 13.24 k-ft/ft 16.43 k-ft/ft Mu @ Col #2 9.07 k-ft/ft . 29.65 k-ft/ft 13.28 k-ft/ft One Way Shears... Vn :Allow • 0.85 93.113 psi 93.113 psi 93.113 psi Vu @Col #1 11.063 psi 10.674 psi 7.040 psi Vu Btwn Cols 0.000 psi 0.000 psi 0.000 psi Vu @ Col #2 11.063 psi 32.623 psi 14.438 psi Two Way Shears... Vn : Allow • 0.85 '186.226 psi 186.226 psi 186.226 psi Vu @ Col #1 3.194 psi 3.199 psi 1.203 psi Vu @ Cot #2 3.194 psi 2.140 psi 0.558 psi Reinforcing ( values given per unit width of footing) @ Left Edge of col #1 Between Columns @ Right Edge of Col #2 Ru/Phi As Req'd Ru/Phi A8 Req'd Ru/Phi As Req'd ACI 9-1 47.93 psi 0.244 in2/ft 47.93 psi 0.244 in2/ft 47.93 psi 0.244 in2/ft ACI 9-2 48.39 psi -0.244 in2/ft 69.99 psi 0.274 in2/ft 156.71 psi 0.580 in2/ft ACI 9-3 31.56 psi -6,244 in2/ft 86.82 psi 0.341 in2/ft 70.17psi 0.274 in2/ft ACI Factors (per ACI, applied intemally to entered toads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 i ACI 9-3 Short Term.Factor' 1.300 ....seismic = ST' : 1.100 .1 SBEET:..:- JOB NC PIAN'. DATE: P ALLOWABLE = P MAX - L ok OR -21.20 11 (SB) SOIL BEARING PSF TO BECONFIRMEDPRIOR'' TO CONSTRUCTION CONFIRMED- BYSOILSREPORT COMMNOUS F001TING-0 LOADS M FOOTING -3 6 ROOF x x �� WALL FLOOR x _ 9 r �L F CONCRETE SELF WEIGHT = % ® C. �` J �as 26 1041 TOTAL - 75 PLF (W) WIDTH REQUIRED USE / -5 WIDE X 1 DEEP CONTINUOUS FOOTING @ 1- STORY PORTIONS AL O-WABLE POINT LOAD- -1-ING ON CONTINUOUS F00 PMAX= SpxSx A 144 POST P MAX @0 (1 -STORK= 97; P ALLOWABLE = P MAX - L ok OR -21.20 11 TITLE 24 Energy Conservation Standards Compliance Report ANDALUSIA GATE GUARD BLDG ALMONTE LANE LA QUINTA January 18, 2006 w Madlin's Job Number: 25635A Project Designer: PEKAREK-CRANDELL, INC. 31872 CAMINO CAPISTRANO, SUITE 100 SAN JUAN CAPISTRANO, CA 92675 TELEPHONE (949) 487-23 Madl n s enterprises VVVVVV'V CITY OF LA BUILDING & SAF QUINTq ETY DEPT. FOR CONSTRUCTION ;42(v BY Catherine M. Madlin, Certified Energy Analyst Post Office Box 1443 w Palm Springs, CA 92263 Phone 760-322-5004 / 760-323-3644 Fax E-mail: Cmadlin@aol.com (� D � ti 1 1006 IIIIIII I III III VIII IIII 42 1E 0► - EOH cowai"n jjoO Eta /�VbboOii Ew: Cl t Co. n Madlin s enterprises Catherine M. Madlin, Certified Energy Analyst 760-322-5004 / 323-3644 Fax - - .. - . - Title 24 Energy Conservation- Standards Compliance Report This proposed project has been reviewed for compliance with the 2005 State of California Energy Conservation Standards, Title 24, by Madlin s Enterprises. The building design described in this compliance report is in conformance with the standards as outlined in the attached compliance forms and documentation. Date: January 18, 2006 Job Number: 25635A Designer's Name: PEKAREK-CRANDELL, INC. Developer's Name: CORAL OPTION 1, LLC. Project Name: ANDALUSIA GATE GUARD BLDG Project Location: ALMONTE LANE, ANDALUSIA, LA QUINTA Method of Compliance: ENERGYPRO V4.0 CERTIFIED COMPUTER PROGRAM 'Certified Energy Analyst Catherine M. Madlin r rr � NR05-90-721 r C A D E C ' R05-90-630 California Association of Building Energy Consultants Post Office Box 1443 w Palm Springs, CA 92263 Madlin s enterprises Catherine M. Madlin, Certified Enemy Analyst v 760-322-5004 l 323-3644 (fax) ....... Title 24 Compliance Forms PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 PROJECT NAME Andalusia Gate House PROJECT ADDRESS _ Alm_onte_La_ne_ La Quinta PRINCIPAL DESIGNER -_ ENVELOPE Sparks Construction DOCUMENTATION AUTHOR Madlin's Enterprises TELEPHONE (760) 771-1941 TELEPHONE (760) 322-5004 — DATE-- 1/17/2006 Building Permit # Checked by/Date Enforcement Anency Use 133 Sq.Ft ----- - --- - 5 -- --- BUILDING TYPE IX] NONRESIDENTIALj HIGH RISE RESIDENTIAL [__I HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION [X1 NEW CONSTRUCTION 1I ADDITION [] ALTERATION I_� EXISTING + ADDITION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance 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 preparer hereby certifies that the documentation Is acauete and complete. DOCUMENTATION AUTHOR 1SIGNAT DATE _ Catherine M Madlin, CEA_— I ^�/ -1,7- The Principal Designer hereby certifys 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 as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. 1. 1 hereby affirm that 1 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, or I am a licensed architect. I>4 1 —cl 2.1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code 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. F r3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document I. -I -_1--I because itertains to a structure or p type of work described as exempt pusuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures V-1 A _ Requir s PRINCIPAL ENVELOPE DESIGNER - NAME -SI LIC. NO. DATE Sparks Construction I LIGHTING COMPLIANCE . Indicate location on plans of Note Block for Mandatory Measures Required Forms LTG -1 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE — LIC. NO. DATE S arks Construction MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required Forms MECH-1, MECH-2 MECH-3 PRINCIPAL MECHANICAL DESIGNER -NAME SIGNATURE1W LIC. NO. DATE _ Sparks Construction — EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number: 25635A Page:1 of 18 0 I PERFORMANCE CERTIFICATE OF COMPLIANCE Part2 of 3 PERF -11 PROJECT NAME DATE Andalusia Gate House 1/17/2006 Standard ENERGY COMPONENT Design Space Heating 12.16 Space Cooling 306.35 Indoor Fans 190.22 Heat Rejection 0.00 Pumps & Misc. 0.00 Domestic Hot Water 11.93 Lighting 62.85 Receptacle E58.14 Process o.o0 TOTALS: 641.65 Percent better than Standard: Proposed Design Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type Compliance Margin 4.00 i®sSte derd:.k'sy�:P.ionosed:sE }� 8.16 i k u � , .a.t- , I 03 p `q*k60901150160'1040 2.0300 Lt ',.kBtg1t x�"�' ; .•}_ process) 260.23 46.13 200.23 -10.01 0.00 0.00 0.00 0.00 12.15 -0.22 61.86 0.99 58.14 0.00Iry 0.00 0.00�� 600.77 40.89 16.4% ( 6.4°i° excluding Building Orientation Number of Stories Number of Systems Number of Zones North 0 deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type 133 sqft. sqft. sqft. 1 0 1 133 2 Natural Gas sgft. KemarKS: This is a 24 hour a day facility. EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number. 25635A Page:2 of 18 Orientation Gross Area Glazing Area Glazing Ratio Front Elevation North 132 sgft. 15 sqft. 11.4% Left Elevation (East) 167 sqft. 15 sqft. 9.0% Rear Elevation(South) 132 sqft. 20 sgfL 15.2% Right Elevation Total (west) 167 598 sqft. sqft. 21 71 sgft. sqft. 12.6% 11.9% Roof 133 sqft. E:::� sqft. Standard Proposed Lighting Power Density 0.947 w/sqft.0.932 w/sgft. Prescriptive Env. Heat Loss 92 Btu/h ss Btum Prescriptive Env. Heat Gain 8,784 Btu/h-F 6,150 Btu/h-F KemarKS: This is a 24 hour a day facility. EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number. 25635A Page:2 of 18 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERFA PROJECT NAME Andalusia Gate House DATE 1/17/2006 ZONE INFORMATION System Name Guard House Zone Name Office Zone Restroom -- Occupancy Type Floor Area (sgft) —Inst LPD (W/s91 Ctrl. Credits (W/sf)2 Allowed LPD Proc. Loads (W/sf) _ Area —(W/sf)3 Tailored (WlS94 Office Corridor/Restroom/Support 77 56 1.15 0.62 S Notes: 1. See LTG -2-C — 2. See LTG -4-C 3. See LTG -5-C 4. See LTG -6-C (items marked with asterisk, see LTG -2 -C by others) (by others) Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST no wccn tlnwraemenc agency snoura pay special attention to the nems 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 justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant Authorized Signature or Stam Run Initiation Time: 01/17/06 15.12.00 Run Code: 1137539520 EnergyPro 4.0 by EnergySoft— —User Number. 1069 — Job Number. 25635A Page:3 of 18 I I CERTIFICATE OF COMPLIANCE ENVA -( PROJECT NAME DATE Andalusia Gate House 1/17/2006 OPAQUE SURFACES # 1 Z. Wa 6_ W Dc 8 W 4Hil5i' Type "-- Area M 46 -,-- U -Fac. -....Q.-OT4. -0. 74 -Insulation Cay. Cont. - R -J9 R-0.0 -1.9 - Act. - Azm. - 0 TO - Cond.* Tilt Status _90 New Joint Appendix IV Reference 09-A5 Location Comments Office Zone Office Zone Office Zone 90 NgW 09-A5 180 90 09 -A5 311 of 82 77 ...... 0.074 0.025 --0-.67-4 R-19 R-38 -k--j-9 R-0.0 270 90 New 09-A5 Office Zone Office Zone R-0.0 0 0 New 01-A18 311 46 270 New Atrium MtI Vertical SIdr Office Zone R-0.0 0 90 New 09-A5 Restroom or 20None -- --- 0.76 R-0.0 0 90 New 28-A4 Restroom III 70 66 _._6410.074 0.074 0 -074,._.'.R R-19 -.19__.R-0.0 R-19 R-0.0 90 90 New 09-A5 Restroorn Restroom ____.____ Restroom 180 90 New 09-A5 R-0.0 -W-0-.-o 270 90 New 09-A5 of 561 8 0 0 New 01-A18 Restroom - N, E. A. R (New, Existing, Altered, Removed) IFENESTRATION SUR -FACES More than or equal to 10,000 sq.IL of site -built fenestration area must Include a label cerfificate either issued by NFRC or provide a CEC Default Label Certificate using the default 1.1 -factors from Standards Table 116-A and B. Certificate shall be filed in the contractor's pmjecdt office during construction and in the building manacer's office after construction A- 4 Type Area U -Fac' SHGC2 Act. Cond. Azm. Stat. Glazinq Te I- yp Comments Window Front (North) -Left(E 15 0.500 NFRC 0.37 NFRC 0 New Atrium MtI Fixed Office Zone W7irid-o-vi- iii-tf 15 0.620 NFRC 0.37 NFRC 90 New Atrium Mtl Vertical SIdr Office Zone WQ-owRear(§oUAL 20 0.790 116-A 0.70 116-8 180 New Double Metal Clear Office Zone Window R0t_.SWe§!)__ 15 0.620 NFRC 0.37 NFRC 270 New Atrium MtI Vertical SIdr Office Zone Window Right 6 0.500 NFRC 0.37 NFRC 270 New Atrium MtI Fixed Restroom None 0.76 (1) LI -factor Type: 116-A Default Table from Standards, Table NI -1 Default Table from the ACM Manual Appendix, NFRC Labeled value. (2) SHGC Type: 116-8 Default Table from Standards, COG Center of Glass, NFRC Labeled Value I EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Dist. en. Hqt Len. Hat. I-Ext.RExt. Dist. Len. Hqt. 1 2 None None- 0.76 0.76 3.-.. None 0.76 6.7 3.0 6.0 0.1 6.0 6.0 4 None------- 0.76 None 0.76 I MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES pmp� aing conzams an enciosea space wron noor area greater Man 25,000 sq.1% a coiling height greater than 15 feet and a LPD for general lighting of at least 01"51WIscist. 7tutnihis box Is chocked, ENV4-C must be filled out when submitting under the Prescriptive Compliance Zproach. _..EnergyPro 4.0 by EnergySol, User Number. 1069 Job Number. 25635A Page: 4 of 18 _ _._ � CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1 -C PROJECT NAME DATE Andalusia Gate House I 1/17/2006 INSTALLED INTERIOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) PORTABLE LIGHTING (From LTG -3-C) LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG4-C) UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES ❑ COMPLETE BUILDING METHOD (From LTG -5-C) ❑ AREA CATEGORY METHOD (From LTG -5-C) ❑ TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER INSTALLED WATTS 124 0 0 124 0 0 0 ALLOWED WATTS C12a ALTERNATE COMPLIANCE Q PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM (From LTG -8-C) ALLOWED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACES From LTG -5-C; 0 MANDATORY INTERIOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION NOTE TO FIELD CONTROL TYPE (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Check if Dayiighbng CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG -1 -C I (PROJECT NAME DATE Andalusia Gate House 1/17/2006 CONTROLS FOR CREDIT IN CONDITIONED AND UNCONDITIONED SPACES CONTROL LOCATION CONTROL CONTROL TYPE (Room # or Dwg. #) IDENTIFICATION (Occupant, Daylight, Dimming, etc.) [CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG -1-C PROJECT NAME Andalusia Gate House DATE 1/17/2006 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). 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: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system 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. In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements oft 10-103(b) and Title 24 Part 6. Test Description Test Performed BY: ❑ LTG -2-A: Lighting Control Acceptance Document - Occupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance Equipment requiring acceptance testing ❑ LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing .wn nnaanuvu ouc. v If lam: IG:UU KUrI 1100@: l93/b3yDLU EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number. 25635A Page:7 of 18 I CERTIFICATE OF COMPLIANCE MECH-1-C PROJECT NAME DATE Andalusia Gate House 1/17/2006 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 boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a cerlain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). 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: SYSTEM ACCEPTANCE. Before an 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. i In addition a Certificate of Acceptance, MECH-1-A Form shall be submitted to the building department that certifies plans, specifications, installation r.Prrifinntes and nnarotinn and mnintana infn firm mcnf ff,c of Cc.4;. 1n In -21M -4 r:#I-'3w 0— c STATEMENT OF COMPLIANCE ?KMECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing ❑ MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing ❑ MECH-4-A: Air Distribution Acceptance Document Equipment requiring acceptance testing ❑ MECH-5-A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing ❑ MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing ❑ MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing ❑ MECH-8-A:-Hydronic System Control Acceptance Document -Variable Flow Controls -Automatic Isolation Con -trots -Water-loop Heat Pump Controls -Variable Frequency Controls Equipment requiring acceptance testing Energypro 4.0 by EnergySoft User Number: 1069 Job Number: 25635A Page:6 of 16 NTERIOR LIGHTING SCHEDULE (Part 1 of 2) LTG -2-C PROJECT NAME DATE --Andalusia Gate House 1/17/2006 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire me Type Description Lam Jnr 3 ps/Bal Q r-g� 9-33 R U) .-a- + asts E F r-CUZ a 91 c w w 3u3 5 .aa- 'o U) LI), 0— Installed r- r_..0 B 5 M = 91 m a T) 0 ii e9 No Watts r - C z 3 �:L:j CT V'_ J W x =T_ ;F V) 4 ft Fluorescent T8 Energy Savings 32w Compact Fluorescent Triple 4 Pin 2T8 Qaff32aGX24q-3_ 2 30 32 1.0 1.0 54.0 35.0 X X CONTROL CREDIT (From LTG -4-C) 1 ___2__ 54 ..__70 ADJUSTED ACTUAL WATTS...241 PAGE TOTAL J __.1241 BUILDING TOTAL (sum of all pages) F1241 0 PORTABLE LIGHTING (From LTG -3-C) CONTROL CREDIT (From LTG -4-C) ADJUSTED ACTUAL WATTS...241 _EnergyPro4.0 byEnergySoft User Number: 1069 Job Number. 25635A PegeO of 18 JAIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C PROJECT NAME ----------- ---------- ---------- — -- --- —DATE Andalusia Gate House 1/17/2006 SYSTEM FEATURES AIR SYSTEMS, Central or Single Zone— ITEM OR SYSTEM TAG(S) _ Guard House Number of Systems 1 T-24 MANDATORY MEASURES Section Reference on Plans or Specification 1 Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Coot Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 112(a) 8.25 HSPF 112(a)_ 13.0 SEER / 11.1 EER _ 11,180 btuh 112(b) Yes n/a 112(c), 115(a) n/a 8,904 btuh 121(b) No 144 (c) 121 b 20 cfm ---- -- ------ 12� No 121(c) No 121(c), 122(e) Programmable Swftch 122(e) Heating & Cooling Required No Economizer 122 Gravity Constant Tem 122(8) — n/a 144 (f)— 123 Yes Per Tbl 123A — 124 R-8.0 1: For each central and single zone air systems (or group of similar units) 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.' 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sgft; Has > 25% dud in unconditioned space. Dud sealing is required for Prescriptive Compliance, see PERF -1 for performance method dud sealing requirements. NOTES TO FIELn - Fnr Rrrilrlirnn nan2rfrnan4 11— nn1- -EnergyPro 4.0 by EneWSoft— --- — User Number. 1069 Job Number. 25635A Page: 10 of 18 n/a 144 a &f�_ _ 11,180 btuh 144 a & b n/a 144 a & b 8,904 btuh 144 (c) Constant Volume ---- -- ------ 144 (c) 144_— Yes 144 d No 144 a No Economizer 144 Constant Tem 144 (f)— Constant Temp — 144 (k) No 1: For each central and single zone air systems (or group of similar units) 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.' 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sgft; Has > 25% dud in unconditioned space. Dud sealing is required for Prescriptive Compliance, see PERF -1 for performance method dud sealing requirements. NOTES TO FIELn - Fnr Rrrilrlirnn nan2rfrnan4 11— nn1- -EnergyPro 4.0 by EneWSoft— --- — User Number. 1069 Job Number. 25635A Page: 10 of 18 [WATER SIDE SYSTEM REQUIREMENTS Part2 of 2 MECH-2-C l PROJECT NAME DATE Andalusia Gate House 1/17/2006 SYSTEM FEATURES 2 WATER SIDE SYSTEMS: Chillers, Towers, Boilers, H dronic Loops ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Equipment Efficiency I Pipe Insulation PRESCRIPTIVE MEASURES Calculated Capacity Proposed Capacity Tower Fan Controls Tower Flow Controls I Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps > 5 HP DP Sensor Location I r a i t i t I! I T-24 Section Reference on Plans or Specification' 112(a) 123 1: 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. 2: Water side systems include wet side system using other liquids such as glycol or brine. ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Water Heater Certification 113 (a) Water Heater Efficiency 113 b Service Water Heating installation 113(c) Pool and Spa Efficiency and Control 114 a Pool and Spa Installation 114 b Pool Heater - No Pilot Light 115 (c) Spa Heater - No Pilot Light 115 d Service Hot Water, Pool Heating DHW Heater 1 Ariston GI -2.5 n/a n/a Reference on Plans or Specification' 1: For each water heater, pool heat and domestic water 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" ins the column. ME_ • :r! ..tu i. fir. I EnergyPro 4.0 by EnergySoft User Number. 1069 Job Number: 25635A Paae:11 of 18 i i I e (MECHANICAL VENTILATION MECH-3-Cl PROJECT NAME —� Andalusia Gate DATE _ 1/17/2006 _ PRESCRIPTIVE REHEAT LIMITATION (Section 144(d) MECHANICAL VENTILATION Section 121(b)2) __-- A BASIS OCCUPANCY BASIS VAV MINIMUM L M N B C D E F G H 1 _- __ J K ZONEISYSTEM Office Zone a,D0 zw = den ��3 c Cr W -C l:�o T tv 3 Z m 3 m m o min o m a ' �G m0 �� " m 3 _ v3 rn c 0 0� 00. 3�m D' nm o 3c (D TW a +' O O w� 3 0t'n K n= „mr, 3 u 3 ' � m D 7A 0.15 12 0.8 15.0 12 12 12 Restroom 0.15 8 0.6 15.0 8 8 8 Guard House _ Total 20 20 -- C MinjmumYentilation rate. per -Section -M. -T? mle Ba_sed on fi eq seat_or the greater of ttre ed number of occupants and 50% of the CBC occupant load for etgress purppses for spaces without fined seating, H_ Required Ventilation L_(REO'D V.A•)is the leroer of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G . _—____ .___,_ -_•_---_----• I be.greater than or equal to H, or use Transfer Air (column N) to make up the difference. _Must J Design tan supply K . • . Cond tion arae jft_-sg.j.x Oa—drrttlt sq,; or_ M Ttds must be less than or ual to Calumn L and --- — • - -. eq______—__—.— greater that or equal to the sum of Columns H + N.—_,—_••. N Transfer air must be provided where the Required Ventilation Air (column H) is greater then the Design Minimum Air (column M). Where required, transfer air must be greater then or equal to the difference between the Required Ventilation Air (column H) and the Design Minimum Air (column M), column H - M. EnergyPno 4.0 by EnergySoft -User Number. 1069 Job Number. 25635A Paoe: 12 of 18 1 / | ' | | Control # HP Type In. Plenum Outside Buried Insulation --'--- Energy Factor or RE PROJECT NAME DATE Andalusia Gate House 1/17/2006-.—.-.l CHILLER AND TOWER SUMMARY System Type Equipment Name Equipment Type._____ City. Efficiency Tons Tot Motor Qty GPM BHP Eff. Drive Eff. Pump --...Control Small Elec. No Pipe Insulation 1 5,120 2 New 0.95 n/a n/a 1DHW BOILER SUMMARY Control # HP Type In. Plenum Outside Buried Insulation --'--- Energy Factor or RE Standby Loss or Pilot Ext. R -Val. no System Type Distribution Type city Rated Input Vol. — (Gals.) 1-iiondition I Status Small Elec. No Pipe Insulation 1 5,120 2 New 0.95 n/a n/a Control # HP Type In. Plenum Outside Buried Insulation --'--- JENVELOPE MANDATORY MEASURES PROJECT NAME Andalusia Gate House DESCRIPTION x I §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. IX I § 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. J& §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. _I §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). 116(.)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. § 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. User Number. User Job Number: 25635A ENV MM �. DATE 1/1 7/2006 Designer_ Enforcement Page: 14 of 18 LIGHTING MANDATORY MEASURES LTG -MM (PROJECT NAME Andalusia Gate House DESCRIPTION --�------------- DATE 1/17/2006 Designer Enforcement 131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. § 131(d)2 Override for Building Lighting Shutoff: The automatic building shut-off system is provided with a manual, accessible override switch In sight of the lights. The area of override is not to exceed 5,000 square feet § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. Ix._ I § 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. X § 131(a) Individual Room/Area Controls: Each room and area in this building Is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. § 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot Diagram of shading during different times of the year Is Included on plans. _.I §131(9) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. . ------ ----...- — EnergyPro 4.0 by EnergySoft . User Number. 1069 Job Number. 25635A Page: 15 of 18 VIECHANICAL MANDATORY MEASURES' Part 1 of 2 MECH-MN PROJECT NAME DATE Andalusia Gate House 1/17/2006 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies X❑ §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. X❑ § 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. X❑ § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: § 122(e)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 ❑ § 122(e)1 B An occupancy sensor to control the operating period of the system; or § 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. X❑ $122(e)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. § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 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(a&b) 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 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. § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. § 112(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. EnergyPro By EnergySoft User Number: User Job Number. 25635A Page:16 of 18 i MECHANICAL. MANDATORY MEASURES Part 2 of 2 MECH-MM i PROJECT NAME DATE Andalusia Gate House 1/17/2006 I Description Ventilation IX I § 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. IX I § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. IX I § 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. § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or IX] §121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or _.I § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or I^ .I § 121(f)4 Another method approved by the Commission. Service Water Pleating Systems i§ 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. _ I § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). EnergyPro By EnergySoR - - User Number. User_ Job Number. 25635A ner Enforcement - — Page:17 of 18 Catherine M. Madlin, Certified Energy Analyst - 760-322-5004 / 323-3644 Fax Post Office Box 1443 - Palm Springs, CA 92263-1443 - Cmadlin@aol.com Mad1,1 s enterprises TVVVTVV Outdoor Lighting Compliance Forms CERTIFICATE OF COMPLIANCE (Part 1 of 2) ®LTG -1 PROJECT NAME DATE Andalusa Gate House 1/17/2006 PROJECT ADDRESS Almonte Lane La Quinta Building Permit # PRINCIPAL DESIGNER - LIGHTING TELEPHONE Sparks Construction (760) 771-1941 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date Madlin's Enterprises .(760) 322-5004 1 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE 111 L72 © LZ3 LZ4 FUNCTION TYPE ® OUTDOOR LIGHTING F-]OUTDOORSIGNS INDOOR SIGNS PHASE OF CONSTRUCTION [Z NEW CONSTRUCTION F-1 ADDITION f—] ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documen!0T is accurate and complete. DOCUMENTATION AUTHOR DATE Catherine M Madlin GEA I The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs 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 lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ❑ 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 or 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 the exemption to 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 LIGHTING DESIGNER - NAME LIC. # ]-SIrURE7--' Sparks Construction JDATE LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®OLTG-1-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the p Either LTG -1-C or OLTG-I-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C if the project consists solely of outdoor signs. 4. Use OLTG-I-Cif the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). MOLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. ❑0LTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all intemally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.0 by EnergySoft User Number. 1069 Job Number. 25635A-01- Pagel of 4 ins. (CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C� IPROJECT NAME DATE Andalusa Gate House 1 1/17/2006 Lighting Schedules on Plans Show that Outdoor Li-ghting Meets Allowed Lighting Power ❑ ❑X Lighting power allowance for general site Illumination on OLTG-2-C Part 1 of 4 Not Applicable ❑ ❑R Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable ❑X ❑ Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable ❑ ❑X Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable ❑ FX Sign lighting compliance on OLTG-4-C Not Applicable mandatory ❑X ❑ Measures Sbow that Outdoor Lighting Meets Outdoor Lightingi Installed lighting power has been determined in accordance with Section 130(c)1 Not Applicable X] F All permanently installed luminaires with lamps rated 100 Watts either have a lamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(a) Not Applicable ❑X ❑ All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable ❑X ❑ All permanently installed outdoor lighting meets the control requirements of Section 132(c)1 Not Applicable X❑ ❑ Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132(c Not Applicable MANDATORY INTERIOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION NOTE TO FIELD CONTROL TYPE (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Check if Daylighting EnergyPro 4.0 by EnergySoft User Number. 1069 Job Number. 25635A -OL Page:2 of 4 LIGHTING COMPLIANCE SUMMARY (Part 3 of 4) OLTG-2-C Project Name Date Andalusa Gate House 1/17/2006 LIGHTING POWER ALLOWANCE FOR SPECIFIC APPLICATIONS able 147-B - Other than Vehicle Station without Canopies A - - ... Lighting Application Category (Table 147-13) Allotted -_B..— r GOB o..�N � 'a r -n " 2,132 Watts --C-- o � ' -P r oo� -- - 0.80 _ -- D -- D C- mo c�£fn � a -_ _ -E- n o W - Luminaire - _—Lam ps/Ballasts -- K 3y o'+ y' �D� __- Design L 3w n'� � 'm`;a�,°v M 0 m � - Watts N r -r 33 �vxm�{ °7 m _ 2 O � rrn z f - a _ 62 - 938 ^P- '0 o -. � a of 1,0_0_ - ----- F- -- Description G y. 0 m me d ° H -4y •c my I �nri 33 v c'� y mm J ma' 3 �' �� 1,706 CF (1) 57w Compact Fluorescent 1 57 1.0 62.0 X X 4S8wHlgh Pressure Sodium _ X _ S400 1 _ 400 1.0 469.0 EnergyPro 4.0 by EnergySoft User Number. 1069 Job Number. 25635A-OLPage3 of 4 LLUMINATED AREA CALCULATION WORKSHEET (Part 5 of 5) OLTG-3-C ........... PROJECT NAME DATE Andalusa Gate House- 1/17/2006] A. Drive Up Windows A _ _ Width of Window plus 6 feet (LF) _ _ __ B C Area (sf) _— —^__(A x B) _-- Smaller of 30 feet or distance 4o the edge of the proeerly Ilne LF Smaller of 80 ft or distance to the edge of the property line. (LF) Entrance Area (SF) (B x 25 ft) Area 6 (A 133 80 2,000 Checklist Enter each Area in OLTG-2-C (Part 3 of 4) in Column B to ci �Iculate allotted watts. Section 147 (c)l B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)l G - Drive up window area includes only illuminated area that is the product of the width of the window plus six feet, and a distance of up to 30 feet outward fMM the vAnd W_(ngtgp!Rg_t�--0 Rrppeqtj lines). 1B. Guarded Facility A B C' D Area of Guardhouse Interior (SF) Smaller of 80 ft or distance to the edge of the property line. (LF) Entrance Area (SF) (B x 25 ft) Area 6 (A 133 80 2,000 Checklist Section 147 (c)l B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with the actual use of the Section 147 (c)2 H - The area of guarded facilities includes illuminated areas that include the guardhouse interior area plus the product of the entrance width of 25 feet and length of up to 80 feet (not going beyond the property line). EnergyPro 4.0 by EnergySoft User Number. 1069 Job Number. 25635A-01- Pa e:4 of 4 Madlin s enterpfises Catherine M. Madlin, Certified Energy Analyst v 760-322-5004 l 323-3644 (fax) ® ® T H. V.A. C. Load Calculation HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME - - - - - - ---.....----------..—_.—.--------------- DATE Andalusia Gate House 1/17/2006 SYSTEM NAME FLOOR AREA Guard House 133 NGINEERING CHECKS SYSTEM LOAD Number of Systems I 1 COOLING PEAK COIL HTG._PEAK - - - —COIL I CFM ISensiblel Latent I CFM Sensible Heatin stem 9 S_ Y Output per System 17,900 Total Room Loads r 688 8,366 932 457 7,267 ---- — — — - Total Output (Btuh) 17,900 Return Vented Lighting 0 Output (Btuh/sgft) 134.6 Return Air Ducts 418 363 Cooling System Return Fan 0 0 Output per System _ 18,400 Ventilation 20 771 115 20 922 Supply Fan 0I 0 Total Output (Btuh) 18,400 Total Output (Tons) 1.5 Supply Air Ducts 418 363 Total Output (Btuhlsgft) ..._ .-... ....... .__.__._.--._...-_..- 138.3 _._.--� TOTAL SYSTEM LOAD 9 974 1047 _ 8 s1s -J--.I .__1 Total Output (sgft/Ton) 86.7 - ------------ —• Air. System _ _ — — — — HVAC EQUIPMENT SELECTION CFM per System 600 ---- — --- - -- — - — - _ Alrflow(cfm) 600 York ElRD018S06 8,904 7,910 11,180 ---- -.... .----- ---- Airflow (cfm/sgft) 4.51 — — ------ ---- -- -- .... - - -- - - -- Airflow (cfm/ron) 391.3 Outside Air (%) ----- 3.3 Total Adjusted System Output 8,904 7,910 11,180 (Adjusted for Peak Design Conditions) -- ----- -- - -- - - -- - Outside Air (ctm/sgft) ..._ ...-......---. - .... -.... 0.15 -- --- I _ .... _ : TIME OF SYSTEM PEAK Jul 4 pJan 12 ami pm - p Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 OF 68.0 of 85.5 OF 85.5 °F _{ Supply Air Ducts Outside Air:` 20 cfm o 8_4.9 F Heating Coil Supply Fan - 1-RO6MS] 600 dm 70.0 OF 69.4 OF Return Air Ducts I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0/77.6°F 75.9/66.4OF 61.9161.2°F 61.9/61.2OF Supply Air Ducts Outside Air �" ;X 20 cfm 20 Cooling Coil Supply Fan 62.6 / 61.4 of 600 dm I 64.8% R.H. _ROOMS OF 74.0 / 65.7 OF 74.7 / 65.9 Return Air Ducts ' EnergyPro 4.0 by EnergySoft User Number 1069 Job Number. 25635A ge:18 of 18 \yv Madlin s enterprises Catherine M. Madlu4 Certified Energy Analyst v 760-322-5004 / 323-3644 (fax) V . V ®® ® Manufacturer's Specifications ARISTON mini -tank electric water heaters chauffe-eau dectriques a minire'servoir calent.adores de agua el&tricos de. minitanque PROM I INSTALLATION MANUAL FOR DIRECTIVES D'INSTALLATION POUR INSTRUCCIONES DE SEGUPJDAD IMPORTANTES GL2.5Tj GL Ti GL Ti CONTROLLED ENERGY CORPORATION smL—_ 340 Mad RiVer Park Waitsfield, Vermont 05673 800-798-8161 - www.Protankless.com IMPORTANT SAFETY INSTRUCTIONS WARNING When using electrical appliances, safety precautions to reduce the risk of fire, electric shock or injury to persons should be followed, including: 1. 2. READ ALL INSTRUCTIONS BEFORE USING THIS WATER HEATER. This water heater must be grounded. Connect only to properly grounded outlet Capacity See "GROUNDING INSTRUCTIONS" found on "INSTALLATION INSTRUCTIONS". 3. Install or locate this water heater only in accordance with the provided installation 4. instructions: Use this water heater only for its intended use as described in this manual. 5. Do not use an extension cord set with this water heater. If no outlet is available Watts adjacent to the water heater, contact a qualified electrician to have one properly 1500 installed. 6. As with any appliance, close supervision is necessary when used by children. 7. Do not operate this water heater if it is not working properly or if it has been 15.5 17.3 damaged or dropped. 8. This water heater should be serviced only by qualified service personnel. Contact 9. a service person for examination, repair or adjustment. Failure to service the anode rod at least once a year could cause the tank to fail and leak. 1 Any water heater should be installed in such a manner that if it should leak, the resulting flow of water will not cause damage to the area in which it is installed. National Plumbing codes require a drain pan for any water heater installation. Failure to install one is the sole responsibility of owner and/or installer. Reference UPC 2000 (Uniform Plumbing Code) Section 510 - Protection from Damage or IPC 200 (International Plumbing Code) Section 504- Safety Devices. KEEP THESE INSTRUCTIONS AT HAND SAVE THESE INSTRUCTIONS Technical data MODEL GL 2.5 Ti GL 4 Ti GL 8 Ti Capacity gallons 2.75 3.85 7.0 Voltage Vac 110/120 for each model Power of 120 Vac Watts 1500 1500 1500 Maximum Water pressure psi 150 150 150 Weight Lbs 15.5 17.3 29.5 Amperage Amps 12.50 for each model Phases 1 1 1 1 1 WARNING The installer should review the contents of this manual with the owner upon completion of installation, and the manual should be left with the owner and placed in a location close to the installation. 1 + I Cel MYORI Heating and Air Conditioning j TECHNICAL GUIDE R-22 SPLIT -SYSTEM HEAT PUMPS 13 SEER MODELS: ' E*RD018 THRU 060 (1-112 THRU 5 NOMINAL TONS) Gi ONLY ISM WIENTHEC KME INSWU 15 USTED veTNAPo C(9.s LISTED r�"raD tiry A;w�v`'�`c ISO 9001 Certified Quality Management system Due to continuous product improvement, specifications are subject to change without notice. Visit us on the web at www.york.com for the most up-to-date technical information. Additional rating information can be found at www.ariprimenetorg. 036-21681-003 Rev. B (0905) DESCRIPTION The 13 SEER series heat pumps are designed for use with a variety of UPG evaporator sections to suit any application need. A full line of matching Add -On Coils are available for use with upflow, downflow or horizontal furnaces. Matching Air Handlers are also available for upflow, downflow or hori- zontal installation to provide a complete system. Electric heat may be installed in air handlers. All units are factory charged to assure easy installation. WARRANTY 5 -year limited parts warranty. 5 -year limited compressor warranty. FEATURES DURABLE CONSTRUCTION - The outdoor unit is con- structed of pre -painted steel that offers tough protection against corrosion and resists fading when exposed to sun- light. Drain holes are incorporated into the base pan to per- mit free drainage of moisture. QUALITY COILS - The coil is constructed of enhanced copper tube and aluminum fins. COIL PROTECTION - Coils are protected from damage by a polymer mesh applied between the coil face, and a PVC coated steel coil guard. • PROTECTED COMPRESSOR - The hermetic compressor is internally protected against high pressure and tempera- ture by the simultaneous operation of a high pressure relief valve and temperature sensors which stop the compressor if operating temperatures go too high. Both protectors reset automatically. A discharge line solid core filter drier further protects the compressor. • Complete System Control — These heat pumps utilize the unique microprocessor defrost control system to pro- vide optimal comfort and to monitor the overall system for reliable operation. The defrost control system continuously monitors the space environment to maintain optimum effi- ciency. It initiates defrost only when necessary to further reduce heating costs and improve reliability. In the event improper operating conditions occur, the control will auto- matically shut the system down to extend the life of the heat pump. Rapid cycling is prevented by use of an inter- nal anti -recycle timer. • LOW OPERATING SOUND LEVEL -The compressor is mounted on rubber isolators to reduce operating sounds. The slow moving condenser fan keeps air turbulence and sound to a low level. • EASY ACCESS - Removable panel affords accessibility to the electrical box. FULLY CHARGED AND FACTORY WIRED - to simply installation and reduce labor costs. Only power supply and control wiring and refrigerant lines must be connected. All models are sweat connect with reusable service valves. Factory tested - to verify system operation and control functioning before shipment. • U.L. and C.U.L. listed -approved for outdoor application. Certified in accordance with the Unitary Small Equipment cer- tification program, which is based on ARI Standard 210/240. �•• •• ••• • 036-21681-003 Rev. B (0905) Physical and Electrical DAa-V� MODEL E1RD018S06 1RD024S06 E1RD030S06 E1RD036S06 E1RD042S06 E1RD048S06 E1RD060S06 Unit Supply Voltage Normal Voltage Range Refrigerant Unit 208-230V, 10, 60Hz 187 to 252 Connection Model Minimum Circuit Ampacity 9.9 15.0 16.9 19.8 25.0 32.7 37.8 Max. Overcurrent Device Amps 2 15 25 25 30 40 50 60 Compressor Type 3 Recip Recip Recip Recip Recip Scro IIB Scroll" Compressor Amps Rated Load 7.5 10.7 12.4 14.6 18.8 25.0 29.1 Locked Rotor 41 44 60 78 78 115 150 Crankcase Heater Yes Yes Yes Yes Yes No No Fan Motor Amps I Rated Load 0.5 1.5 1.5 1.5 1.5 1.5 1.5 Fan Diameter Inches 22 22 22 22 22 24 24 Fan Motor Rated HP 1/15 1/4 1/4 1/4 1/4 1/4 1/4 Nominal RPM 850 850 850 850 850 850 850 Nominal CFM 2,000 3,250 3,450 3,500 3,500 3,400 3,500 Coil Face Area Sq. Ft. 15.72 18.34 20.96 23.58 23.58 24.00 27.00 Rows Deep 1 1 1 1 1 2 2 Fin / Inches 22 22 22 22 22 18 18 Liquid Line Set OD (Field Installed) 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Vapor Line Set OD (Field Installed) 3/4 3/4 7/8 7/8 7/8 7/8 7/8 Unit Charge (Lbs.-Oz.)4 7-1 7-9 8-7 8-7 8-7 12-8 16-8 Charge Per Foot, Oz. 0.68 0.68 0.70 0.70 0.70 0.70 0.70 Operating Weight Lbs. 172 184 196 208 208 250 294 1. Rated in accordance with ARI Standard 110, utilization range "A". 2. Dual element fuses or HACR circuit breaker. 3. All scrolls listed with a superscript "B" are Bristol scrolls. All scrolls listed with a superscript "C" are Copeland scrolls. 4. The Unit Charge is correct for the outdoor unit, matched indoor coil and 15 feet of refrigerant tubing. For tubing lengths other than 15 feet, add or subtract the amount of refrigerant, using the difference in length multiplied by the per foot value. All dimensions are in inches. They are subject to change without notice. Certified dimensions will be provided upon request 1. Including Fan Guard 2 Unitary Products Group Dimensions Refrigerant Unit (Inches) Connection Model Service Valve Size A' B C Liquid Vapor 018 27 35 23 3/4" 024 31 37 27 030 35 37 27 036 39 37 27 3/8" 042 39 37 27 7/8" 048 34 43 32 060 38 43 32 1. Including Fan Guard 2 Unitary Products Group 036-21681-003 Rev. B (0905) HEATING PERFORMANCE -With Air Handler UNIT MODEL" AIR HANDLER COIL' MODEL MBH 47'F COP ARI HEATING2 17'F I KW MBH COP I KW HSPF STD 1 PH 13 SEER HP WITH N1AH/ G2FD ElRD018S06 N1AHB08 G2FD024(S,H)14,17 18.0 3.62 1.46 10.5 2.28 1.35 8.00 E1RD024S06 NlAHB08 G2FD036(S,H)17(T) 23.0 3.44 1.96 13.1 2.30 1.67 8.00 NlAHB12 G2FD036(S,H)17(T) 23.0 3.44 1.96 13.1 2.30 1.67 8.00 E1RD030S06 NlAHB12 G2FD046(S,H)17(T) 31.0 3.66 2.48 16.2 2.22 2.14 8.00 E1RD036S06 NlAHC16 G2FD042(S,H)21(T) 34.4 3.44 2.93 20.4 2.50 2.39 8.40 NIAHC16 G2FD048(S,H)21M 36.0 13.86 2.73 22.4 2.78 2.36 9.00 E1RD042S06 N1AHC16 G2FD048(S,H)21 42.0 3.62 3.40 25.0 2.56 2.86 8.75 NIAHD20 G2FD048(S,H)24 42.0 3.62 3.40 25.0 2.56 2.86 8.75 ElRD048S06 NlAHD20 G2FD060(S,H)24 48.0 3.50 4.02 29.6 2.34 3.71 8.10 NlAHD20 G2FD061H24 48.0 3.50 4.02 29.6 2.34 3.71 8.10 E1RD060S06 NlAHD20 G2FD060(S,H)24 58.0 3.52 4.83 35.0 2.32 4.42 8.00 N1AH020 G2FD061H24 58.0 1 3.52 4.83 35.0 2.32 1 4.42 8.00 1 PH 13 SEER HP WITH N7 VS - VARIABLE SPEED E1RD018S06 NlVSB12 G2FD024(S,H)17 17.6 3.86 1.34 10.1 2.40 1.23 8.40 N1 VS612. G2FD030(S,H)17 17.5 3.86 1.33 10.0 2.42 1.21 8.50 E1RD024S06 NlVSB12 G2FD036(S,H)17(f) 22.2 3.68 1.77 12.5 2.46 ' 1.49 8.50 NlVSC16 G2FD036(S,H)21(T) 22.2 3.68 1.77 12.5 2.46 1.49 8.50 E1RD030S06 NlVSB12 G2FD046(S,H)17(T) 30.4 3.84 2.32 15.6 2.30 1.99 8.20 N1VSC16 G2FD042(S,H)21M 30.2 3.90 2.27 15.5 2.34 1.94 8.20 E11RD036S06 NlVSC16 G2FD042(S,H)21(T) 32.0 3.54 2.65 18.5 2.58 2.10 8.65 NIVSC16 G2FD048(S,H)21(T) 35.2 4.10 2.52 21.6 2.96 2.14 9.65 NlVSD20 G2FD048(S,H)24(T) 35.2 4.10 2.52 21.6 2.96 2.14 9.65 E1RD042S06 NlVSC16 G2FD048(S,H)21 41.5 3.72 3.27 24.4 2.64 2.71 9.00 NIVSD20 G2FD048(S,H)21 41.5 3.72 3.27 1 24.4 2.64 2.71 9.00 E1RD048S06 N1VSD20 G2FD060(S,H)24 47.5 3.58 3.89 29.2 2.40 3.56 8.25 NlVSD20 G2FD061 H24 47.5 3.60 3.87 29.2 2.40 3.56 8.30 E1RD060S06 NlVSD20 G2FD060(S,H)24 57.5 3.56 4.73 34.6 2.34 4.33 j 8.15 NlVSD20 G2FD061 H24 57.5 3.58 4.71 34.6 2.36 4.30 8.20 1 PH 13 SEER HP / FRP / FP / FV E1R0018S06 F2RP/F2FP024 2 P/F2FP030 - - 17.9 23.0 3.66 3.44 1.43 1.96 10.4 13.1 2.30 2.30 1.32 1.67 8.25 E1RD030S06 F2RP/F2FP040 - 31.0 3.66 2.48 16.2 2.22 2.14 8.00 F3RP040 - 31.0 3.66 2.48 16.2 2.22 2.14 8.00 E1RD036S06 F2RP/F2FP042 - 34:2 3.44 2.91 20.2 2.50 2.37 9.00 F3FP042 - 34.2 3.44 2.91 202 2.502.37 9.00 E1 RD042S06 F2FP048 - 42.0 j 3.56 3.46 25.2 2.52 2.93 8.60 E1RO048S06 F2FP060 - 48.0 3.44 4.09 30.0 2.30 3.82 8.00 F2FV060 - 47.5 3.60 3.87 29.2 2.40 3.56 8.30 E1RD060S06 F2FP060 - 58.0 3.46 4.91 35.2 2.28 4.52 8.00 F2FV060 - 57.5 3.56 4.73 34.6 2.34 4.33 8.15 1. Rated CFM same as for cooling. 2. Heating MBH based on ARI standards of 70' DB entering indoor air, 72% RH outdoor air with 25 feet of interconnecting piping and no supplemental elec- tric lecttric heat operation. CP equals MBH output divided by (total KW input x 3.412). HSPF (Heating Seasonal Performance Factor) is the total heating output during a normal annual usage period for heating divided by the total electric power input during the some period. - = Not Applicable. 8 Unitary Products Group 036-21681-003 Rev. B (0905) COOLING CAPACITY - With Air Handler Coils UNIT MODEL AIR HANDLER COIL MODEL' COOLING MODEL ELECTRI 2 HEAT KW W RATED CFM NET MBH SEER EER TOTAL SENS. 1 PH 13 SEER HP WITH N1AH / G2FD E1RD018SD6 NlAHB08 5,8,10,15,19 17 G2FDO24(S,H)17 600 18.0 12.4 13.00 11.35 E1RD024SO6 -El NlAHB08 5,8,10,15,19 17 G2FDO36(S,H)17(T) 800 23.2 16.8 13.00 11.25 N1AHB12 5,8,10,15,19 17 G2FDO36(S,H)17(f) 800 23.2 16.8 13.00 11.25 RD0 OSS06 NlAHB12 5,8,10,15,19 17 G2FDO46(S,H)17M 1000 28.4 20.3 13.00 11.25 E1RD036S06 NlAHC16 5,8,10,15,19 21 G2FDD42(S,H)21(f) 1200 35.0 25.6 13.00 11.60 N1AHC16 5,8,10,15,19 21 G2FDO48(S,H)21(T) 1200 35.0 25.6 13.00 11.60 E1RD042SO6 NlAHC16 5,8,10,15,19 21 G2FDO48(S,H)21 1400 41.0 30.8 13.00 11.25 NlAHD20 8,10,15,20,25,30 24 G2FDO48(S,H)24 1400 41.0 30.8 13.00 11.25 ElRD048S06 N1AHD20 8,10,15,20,25,30 24 G2FD060(S,H)24 1600 46.0 35.4 13.00 11.50 NlAHD20 8,10,15,20,25,30 24 G2FD061H24 1600 46.0 35.5 13.00 11.50 E1RD060SO6 N1AHD20 8,10,15,20,25,3024 G2FD060(S,H)24 1800 55.0 40.7 13.00 11.50 NlAHD20 8,10,15,20,25,30 1 24 G2FD061H24 1800 55.5 41.0 1 13.00 11.55 1 PH 13 SEER HP / N7 VS - VARIABLE SPEED E1RD018SO6 N1VSB12 5,8,10,15,19 17 G2FDO24(S,H)17 600 18.8 11.7 14.00 11.95 N1VSB12 5,8,10,15,19 17 G2FD030(S,H)17 600 18.4 12.6 14.00 12.70 E1RD024S06 'N1VSB12 5,8,10,15,19 17 G2FDO36(S,H)17(f) 800 23.6 16.7 14.00 12.55 N1VSC16 5,8,10,15,19 21 G2FDO36(S,H)21(T) 800 24.0 17.1 14.25 12.70 ElRD030S06 N1VSB12 5,8,10,15,19 17 G2FDO46(S,H)17(T) 1000 29.0 20.1 14.00 12.35 NlVSC16 5,8,10,15,19 21 G2FDO42(S,H)21(T) 1000 28.8 1 20.0 14.00 12.30 ElRD036SO6 N1VSC16 5,8,10,15,19 21 G2FDO42(S,H)21(T) 1200 35.4 25.2 14.00 12.65 NlVSC16 5,8,10,15,19 21 G2FDO48(S,H)21(f) 1200 35.4 25.2 14.00 12.65 NlVSD20 8,10,15,20,25,30 24 G2FD048(S,H)24(Q 1200 35.4 25.2 14.00 12.65 ElRD042SO6 NlVSC16 5,8,10,15,19 21 G2FDO48(S,H)21 1400 41.0 30.3 13.75 11.95 NlVSD20 5,8,10,15,19 21 G2FDO48(S,H)21 1400 1 41.5 30.4 14.00 12.05 E1RD048SO6 NlVSD20 8,10,15,20,25,30 24 G2FDD60(S,H)24 1600 46.0 34.6 13.50 11.95 NlVSD20 8,10,15,20,25,30 24 G2FD061H24 1600 46.5 34.8 13.75 12.10 E1RD060SO6 NlVSD20 8,10,15,20,25,30 24 G2FD060(S,H)24 1800 54.0 39.7 13.25 11.70 NlVSD20 8,10,15,20,25,30 24 G2FD061H24 1800 55.0 39.9 1325 11.85 1 PH 13 SEER HP / F2RP / FP / FV3 4 E1RD018S06 F2RP/F2FP024 2,5,8,10 17 - 600 18.4 11.4 Q13.00 11.05 5,8,10,15 17 - 800 232 16.4 13. ElRD030S06 F2RP/F2FP040 5,8,10,15 21 - 1000 28.0 19.5 13.00 1120 F3RP040 5,8,10,15 21 - 1000 28.0 19.5 13.00 11.20 E1RD036S06 F2RP/F2FP042 5,8,10,15 21 - 1200 34.6 25.4 13.00 11.25 F3FPD42 10,15,20,25 24 - 1200 34.6 25.4 13.00 11.25 ElRDO42S06 F2FP048 10,15,20,25 24 - 1400 40.5 30.7 13.00 10.95 ElRD048S06 F2FP060 10,15,20,25 24 - 1600 45.5 35.3 13.00 11.20 F2FV060 10,15,20,25 24 - 1600 46.0 34.6 13.50 12.00 ElRDOBOS06 F2FP060 10,15,20,25 24 - 1800 54.5 40.4 13.00 11.20 F2FV060 10,15,20,25 24 - 1800 54.0 39.7 13.25 11.70 Rated in accordance with DOE test procedures (Federal Register 12-27-79 and 3-18-88) and ARI Standards 210/240. Cooling MBH based on 8VF entering air temperature, 500/6 RH, and rated air flow. EER (Energy Efficiency Ratio) is the total cooling output in BTU's at a 95°F outdoor ambient divided by the total electric power in watt-hours at those conditions. SEER (Seasonal Energy Efficiency Ratio) is the total cooling output in BTU's during a normal annual usage period for cooling divided by the total electric power input in watt-hours during the same period. 4 I. uzru cons avauaDle wan a tactory installed horizontal drain pan. See price pages for specific model number. 2. Single phase units require single phase 2HK heaters. 3. To meet R=4.2 insulation requirements, substitute F2FP for F2RR models. All ratings remain the same. 4. FG8, FG9, and FL8 furnaces and F2RP air handlers have B.O.D. standard. -= Not Applicable. Unitary Products Group i MATCHING INDOOR COMPONENTS ADD-ON COILS - FOR FURNACE APPLICATIONS G1UA G1HD 1/2 CASED HORIZONT� UPFLOW oma. G2FD' G1 FA MULTI-POSITIO FULL CASED (UPFLOW, HOR UPFLOW AND DOWNFLOW) Available with factory installed horizontal drain pan. GIH. FULL UHaeU HORIZONTAL GINA UPFLOW 036-21681-003 Rev. B (0905) AIR HANDLERS - FOR NON -FURNACE APPLICATIONS N1AH OR N1VS MODULAR BLOWER (UPFLOW, HORIZONTAL AND DOWNFLOW) Unitary Products Group LK�I1� F2RP I F2FP I F3RP I F3FP/ F2FV I F3FV FAN COIL UNITS (UPFLOW, HORIZONTAL) 27 �YORIC Heating and Air Conditioning TECHNICAL GUIDE SINGLE PIECE AIR HANDLERS FOR USE WITH SPLIT -SYSTEM COOLING & HEAT PUMPS HEAT PUMP MODELS: F2RP/F2FP018 THRU 060 F3RP/F3FP018 THRU 060(T) COOLING MODELS F2RC/F2FCO24 THRU 036 VARIABLE SPEED MODEL: F2FV060 F3FV060(T) C UL UL I Due to continuous product improvement, specifications are subject to change without notice. Visit us on the web at www.york.com for the most up-to-date technical information. Additional rating information can be found at www.ariprimenetorg. 036-21110-002 Rev. C (1204) DESCRIPTION This fan coil unit provides the flexibility for installation in any upflow or horizontal application. These versatile models may be used for split -system cooling or heat pump operation. Compact cabinets along with return air options in both the upflow and horizontal positions allow this unit to fit into tight spaces such as attics, crawl spaces, and closets. NOTE: For matching condensing units and performance data, refer to condenser technical guides. FEATURES CABINET -The compact and sturdy cabinet is protected with a durable, attractive finish to prevent rust. The cabinet is also insulated to prevent cabinet sweating. F•RP/F2RC models have 1/2 inch fiber glass insulation and F`FP/F2FC & F`FV models have 3/4 inch insulation. BLOWERS - Blowers are sized to circulate air both quietly and efficiently. The direct -drive, 3 -speed motors provide a selection of air volume to match any application. Motor speeds may be selected via quick connect terminal at the motor. Slide -out blower/motor assemblies provide for easy servicing. COILS - Using the latest in heat transfer technology, the rifled tube coil/aluminum fin coils produce high performance ratings and provide long lasting quality. The coils are capable of bot- tom return air in the upflow position, and right or left end return air in the horizontal position. FACTORY INSTALLED TXV - Air handler models F3RP(T)/ F3FP(T) & F3FV(T) have factory installed TXV metering device. All other models are orifice metered. ELECTRIC HEATERS - Models providing up to 25kw of heat are available as field installed accessories. Electric heaters are available in both single and three phase. EASY INSTALLATION - These fan coil units are designed to provide the lowest total installation cost. Accessible color coded control wiring, top and side power wiring knockouts, easy to install drain connections and electric heaters all com- bine to minimize installed cost on every job. CONTROL BOARD - The control board is equipped with low voltage terminal strips for easy installation. The control board is also equipped with plug-in receptacles for the auxiliary heaters. FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE DIMENSIONS SHIPPING BRACKET` REMOVE PRIOR TO INSTALLATION (2 SCREWS) 10-3/8--+ DRAIN CONNECTIONSr1:1 FOR HORIZONTAL APPLICATIONS 4 VAPOR OPENING -� LIQUID OPENING D 036-21110-002 Rev. C (1204) ALL DIMENSIONS ARE IN INCHES. THEY ARE SUBJECT TO CHANGE WITHOUT NOTICE. CERTIFIED DIMENSIONS WILL BE PROVIDED UPON REQUEST. 314 F F �.I <4-1/8 �m K 10-3/8 7-1/2 TOP VIEW (ALL MODELS) A - =DRAIN PAN FOOTPRINT MAX. FILTER LENGTH (21 INCHES) MAX. FILTER WIDTH (B MINUS 1-1/2 INCHES) C 2 B DRAIN CONNECTIONS FILTER FOR UPFLOW APPLICATIONS ACCESS BOTTOM VIEW MODEL F2RP/F3RP(T)/ F2FP/F3FP(T)/ DIMENSIONS WIRING K .O.S 1 REFRIGERANT CONNECTIONS UNE SIZE F2RC/F2FC/ F2FV/ A B C D E F K VAPOR HEIGHT WIDTH DEPTH POWER CONTROL LIQUID 018 (RP/FP) 40-3/4 18 22 12-1/8 14-7/8 16-1/2 7/8 (1/2) 1-3/8(l) 7/8(1/2) 3/8 5/8 40-3/4 18 14-7/8 16-1/2 5/8 030 40-3/4 18 14-7/8 16-1T2 3/4 036(RC) 40-3/4 18 14-7/8 16-1/2 3/4 036(RP) 40-3/4 21-1/2 18-3/8 20 3/4 0402 40-3/4 21-1/2 18-3/8 20 7/8 042 40-3/4 21-1/2 18-3/8 20 7/8 0452 50-3/4 24 17-3/8 20-7/8 22-1/2 /8 (1/2) 7/8(1/2)1-3/8(1) 1-23/32 1-23/ (1-1/4)4) 7/8 048 (FP) 50-3/4 24 20-7/8 22-1/2 7/8 060 (FP) 50-3/4 24 20-7/8 22-1/2 7/8 06012 (FV) 50-3/4 24 20-7/8 22-1/2 7/8 2 i. r.uum wnauR size is snown in paremnesis. 2. Models only available with factory installed horizontal drain pan. Unitary Products Group 036-21110-002 Rev. C (1204) Physical and Electrical Data MODEL F2RC/FZFC/F2RP/F3RP(T)/F2FP 018 024 030 036(RP/FP) 036(RC/FC) - Blower - Diameter Width 9x6 10x6 10x8 10x8 10x8 - Motor HP 1/4 1/4 1/3 1/2 1/2 - Nominal RPM 1075 1075 1075 1075 1075 - Voltage 04OH06 2.5 2.3 208/230 15 14 AMPS =Full 1.6/1.4 1.6/1.4 2.5/2.2 3.3/2.9 3.3/2.9 - Locked Rotor 3/3/2.9 3.3/2.9 6.2/5.5 7.4/6.5 7.4/6.5 - Flkerl Type 060(N/H) 06 4.6 4.4 Disposable/Permanent 15 Size 16x20xl 16x20x1 16x20x1 20x2Oxl 16x20xl - PerrnanmentType Kit IPF601BK IPF601BK IPF601BK lPF602BK IPF601BK Shipping/Operating Weight (Ibs.) - RP/FP 87/92 93/98 100/105 109/115 - - Shipping/Operating Weight (lbs.) - RC/FC - 90/95 90/95 - 90/95 - MODEL F2RP/F3RP(T)IF2FP/F3FP(T)/F2FV/F3FV(T) 040 042 045 048 060 F(2,3)FV060 Blower - Diameter x Width 10x8 10x8 10x10 11x10 11x10 11x10-- 1x10Motor Motor HP 1/3 3/4 1/3 1/2 3/4 1.0 Nominal RPM 1075 1130 925 1085 1100 1200 Voltage 208/230 Amps Full Load 2.5/2.2 4.4/3.8 3.0/2.7 3.8/3.3 4.4/3.8 7.8/7.0 Locked Rotor 6.2/5.5 11.9/10.3 4.8/4.1 4.6/4.0 8.4!7.3 - Filter' Type Disposable/Permanent Size 16x20x1 20x20x1 22x20x1 22x20x1 22x20xl 22x20xl Permanment Type Kit lPF601BK IPF602BK lPF603BK IPF603BK IPF6038K IPF603BK Shipping/Operating Weight (lbs.) - RP/FP 115/121 115/121 144/150 142/148 149/155 160 Shipping/Operating Weight (lbs.) - RC/FC _ - _ _ ELECTRICAL DATA - Coolina Only MODEL F2RP/F3RP(T)/F2FP/F3FP(T)/ F2RC/F2FC/F2FV/F3FV(T) TOTAL MOTOR AMPS 208V 240V MINIMUM CIRCUIT AMPACITY 208V Y40V Max O.C.P.' Amps/ Type MINIMUM WIRE SIZE A.W.G 018 (WH) 06 1.6 1.5 2.0 1.8 15 14 024 (N/H) 06 1.6 1.5 2.0 1.8 15 14 030(N/H) 06 2.5 2.3 1 3.2 2.8 15 14 036 (N,H) 06 3.3 3.0 4.2 3.7 15 14 04OH06 2.5 2.3 3.2 2.8 15 14 042(N/H) 06 4.4 4.0 5.5 4.8 15 14 0451-106 3.1 2.6 3.9 3.4 15 14 048(NIH) 06 3.9 3.5 4.9 4.3 15 14 060(N/H) 06 4.6 4.4 6.4 5.5 15 14 VARIABLE SPEED MODEL F(2,3)FV06H06 - - - - 15 14 ... --.-• -1-11 uvv-, moat ue rtm n type urcun tfreaKer or Time Delay Fuse. i _ I I Unitary Products Group 9