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CONR (07-1432)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253.. 4 t BUILDING & SAFETY DEPARTMENT Application Number: 07-000001'432 Property Address: y81221 MERV-GRIFFIN WY . APN: 767 -320 -999 -AW -32879 Application, description: NEW COMML - OTHER NON-RESIDENTIAL Property Zoning: LOW DENSITY ' RESIDENTIAL Application valuation: 23710 Applicant: BUILDING PERMIT Owner: GRIFFIN RANCH, LLC 47-120 DUNE PALMS LA-QUINTA, CA 92253 Contractor: Architect or Engineer: TRANS WEST HOUSING, I 10721 TREENA STREET, SAN DIEGO, CA 92131 (858)653-3003 Lic. No. c 701,039 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with . Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B I License No.: 701039 le:Cp ractor: OWN - UILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the • permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and / the structure is not -intended or offered for sale (Sec. 7044, Business and Professions Code: The 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 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.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: ' CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - Lender's Name: Lender's Address: �I LQPERAIIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153. Date: 10/08/07 OCT 10 2007 1Pj WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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. tc I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor �* Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier US FIRE INS CO ' Policy Number 4086941904 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 of the Labor Co , I sha forth th comply with those provisions. Dd e: 10 D7 plicant: - /WARNING: FAILURE TO SECURE W KERS' COM SATION COVERAGE IS UNLAWFUL, AND SHALL - SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND - DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT. ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and'county ordinances and state laws relating to b ilding onstruction, and hereby authorize representatives offtth/is oumy to enter upon the above-mentioned prop y fo nsp ct n purposes. Si fue (Applicant or Agent,: LQPERDIIT - Application Number . . . . . 07-00001432 • ------ Structure Information 848SF MAIL BUILDING/V-NR/B-OCC/9-0L ----- ' Other struct info CODE EDITION 2001/2005 FIRE SPRINKLERS NO MIXED-USE'OCCUPANCY B OCCUPANT LOAD 9.00 -------------------------- 1ST FLOOR SQUARE FOOTAGE ------------------------------------- 848.00 ------------- Permit BUILDING PERMIT Additional desc . Permit Fee ' . . . 243.00- Plan Check Fee 157.95 Issue Date . . . . Valuation 23710 Expiration. Date 4/05/08 Qty Unit Charge Per Extension BASE FEE 45.00 22.00 9.0000 THOU BLDG 2,001-25,000 198.00 Permit . . . MECHANICAL Additional desc . Permit'Fee . . . . 37.50 Plan Check Fee 9.38 Issue Date. . . . Valuation . . . . 0 Expiration Date 4/05/08 Qty Unit Charge Per Extension BASE FEE 15.00, 1.•00 9.0000 EA MECH.FURNACE <=100K 9.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee 31.96 Plan Check Fee . 7.99 Issue Date . . . . Valuation . . . . 0 Expiration'Date 4/05/08 , Qty Unit Charge Per Extension BASE FEE 15.00 848.00 .0200 --------------------------=------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 16.96 Permit . . PLUMBING Additional desc . Permit Fee . . . . 36.00 Plan Check Fee 9.00 Issue Date . . . . Valuation 0 Application Number . . . .- 07-00001432 Permit . . PLUMBING Expiration Date 4/05/08 Qty Unit Charge Per Extension =BASE FEE 15.00 . 1.00• 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00- 1.00 15:0000 EA PLB GAS METER. 15.00 Permit GRADING PERMIT Additional desc . Permit Fee . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date 4/05/08 Qty Unit Charge Per Extension BASE FEE 15.00 Special Notes and Comments 848SF COMMUNITY MAIL BUILDING/V-NR B-OCCUPANCY/9=OCCUPANT LOAD. THIS PERMIT DOES.NOT INCLUDE SITE LIGHTING. 2001 CBC,.CMC, CPC, 2004 CEC,.2005 ENERGY. October 5, 2007 4:44:11 PM AORTEGA ------------------------------------------------------------------------------ Other Fees . . . . . . . . ACCESSIBILITY PLAN REVIEW 15.80 ART IN PUBLIC PLACES-COM 98.55 DIF CIVIC CENTER.- COMM 80.56 ENERGY REVIEW FEE 15.80 DIF FIRE PROTECTION-COMM 27.13 GRADING .PLAN CHECK FEE .'00 STRONG MOTION (SMI) - COM 4.97 DIF STREET MAINT FAC-COMM 19.50 DIF TRANSPORTATION - COMM 1461.95 Fee summary. Charged Paid. Credited Due. Permit:Fee Total 363.46 .00 .00. 363.4.6 Plan Check Total 184.32 .00. .00 184"32 Other Fee Total 1724.26 .00 .00 1724.26 Grand Total 2272.04 .00 .00 2272.04 LQPER IIT - t Bin # \ , City of to 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 Permit .# �� Project Address: / wner's Name: A. P. Number: . Address: Description:. A Contractor: Ci, ST, Zip: q Telephone: 4� l Project Description: Address: City, ST, Zip: Telephone: State Lie. # : City Lie. #: AU Arch., Engr., Designer: - Address: r - City, ST, Zip: Telephone: �; State Lie: #: Name of Contact Person: Construction Type: Occupancy: �- Project type (circle one): ew Add'n. Alter Repair Demo Sq. FC: #Stories: #Units: Telephone # of Contact Person: Estimated Value of Projec Pz7:9-D APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACIQNG PERMIT FEES Plan Sets Plan Check submitted -Item Amount Structural Calcs: Reviewed, ready for corrections Plan Check Deposit . Truss Calcs., Called Contact Person Plan Check Balance Energy Calcs. Plans picked. up / onstruction Flood plain plan. Plans resubmitted Mechanical Grading,plan .' 2" Review, ready for corrections/issue.Electrical Subcontactor List Called Contact Person Plumbing Of Grant Deed . Plans picked up A.O.A. Approval• Plans resubmitted rading IN HOUSE:- 7nd Review, ready for correctiossue ' loper Impact Fee Planning Approval Called Contact Person A•I.P.P, Pub. Wks. Appr Date of periniCissue , . School Fees t f Total Permit Fees 5 7 �z � to t �t2o� hlw Top- Ate.%� 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 FFFS PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Griffm Ranch, LLC. Date: 10/10/07 Owner's Name: Griffin Ranch, LLC Phone No. (760) 7774307 Project Address: 81-221 Mery Griffin Way, La Quinta, CA 92253 Project Description: Conditioned Mail Building APN: 767-320-999 Type of Development: Residential Tract #: Lot #'s: Commercial XX Industrial Total Square Feet of Building Area: 835 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. 06 Dated: 10/10/07 Signature: ********************************V**1*********************************** 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 17620 65995 Number of Sq.Ft. 835 sq. ft. Amount per Sq.Ft. $ 0.42 Amount Collected $ 350.70 Building Permit Application Completed: Yes/No Project Agreement Existing Approval Prior to 1/1/87 By: Carey M. Carlson, Asst. Supt., Support Services Certificate issued by: Leticia C. Torres, Facilities Analyst Signaturk Not Subject to Fee Requirement 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 hereoL 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. L'r:c/nrydoes/devfees/certificate of compliance form tablesTO USE.doc 1/16/03 T CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 11/17/2006 Green Sheet approvals are forwarded to the Building. & Safety Department direct) b Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until. ALL requirements listed below are. complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: /v 0 7 Developer: COQ Tract No.: ;Z jl7q Tract. Name: Lot No. (s►: Address(s►: �� The following are the requirements forPublic Works Clearance to authorize issuance of a buildin ermi from the Building & Safety Department: �n�,�' g p. t CUSTOM HOMES: PROVIDE ITEMS #2 #3 #4 AND #5 BELOW QllTr' TRACT HOMES:. PROVIDE ITEMS #1 #2 #3 #4 AS APPLICABLE AND #6 BELOW COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS .#1 #2 #3 AND #5 BELOW WALLS: PROVIDE ITEMS #7 BELOW n�{r, • V •:• SIGNS: PROVIDE ITEMS #8 BELOW'ell "Y.ba,h C-. 't Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of . + /- 0.1 foot►. Pad Elevation Certificates must be current (within 6 months -of current date). If a precise grading plan creates the pad for approval, please. thhold green sheet submittal until a Pad Elevation Certificate can be provided. O Attach, geotechnical certification of grading plan compliance. QJFiLJ Attach recorded final map.showing proposed building locations are legal lots. 4. Attach a completed < 1 acre per lot or infill pro' ct Fugitive o project information form, PM 10 plan & agreement or provide valid City approved PM 10 plan set reference number or hard co 0 plans f r commercial & residential developments (beyond 1 lot) ar separately with grading plans & are subject to additional requirements. Attach an approved precise grading plan for the building location(s). AO flood zone developmentsmentswill require an approved flood plain development plan. 6. Attach an approved rough grading plan for the building location(s). 7. -Attach wall plan & related approved grading. plan. 8. Attach sign layout/plan & related precise grading/landscape plan. I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to findin s, t e ove roject ma released for building permit issuance. Recommended by: Dated: l� Public Works Distribution: (_ Green Sheet to Building & Safety counter (_) Green Sheet to Community Development Declined for approval for reason(s) as follow(s), please correct and resubmit: \4 City of La Quinta - PM 10 Prdiect Information ( < 1 acre per Lot or Infill Project) Page 1 of 3 ' Form updated & effective 8/25/2005 r Project Information Project Contractor: Project Phase Project Phase Project Name: (Check One): Project Tract ❑ Construction Number: ❑ Demolition Lot Number(s): Anticipated Start Date: Anticipated Project St et Completion: Address: Total acres in active construction (<1 acre j per Lot): required 24 hours a day, 7 days a week, Person listed below is responsible buss ess and non- business hours. Project Contact Information Please Note: Duit control\is regardless of copstructioyatus. for dust control during Name: Title: Company Nam Mailing Address: City: State: Zip Code: Primary Telepho e Number: Fax: 24 Hour Access/Emergency Phone: Cell Phone: PM 10 Certificate Number: ❖ Expanded PM 10 plans for commercial and residential developments > _1 acre are required by the City of La Quinta. Lot # Plan H— Field Difference Mail Bld " 48.:0 481.0 "' +0.0 _.. Patel Burica & Associates,- Inc. structural engineering Structural Building Department Submittal Griffin Ranch — Mail Building Trans West Housing., Inc. Tract #32879 La Quinta, California November 14, 2006 w/ Plan Check Corrections — June 5, 2007 I CITY OF LA QUANTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION PBA Job #259 TWH 832 W. Town & Country Road • Grange, California 92868 Tel: 714.547.1115 0 Fax: 714.547.1141 • www.PBAstructural.com Patel Burica & Associates, Inc. Description Project information Pages r 1-3 General Information: PBA Project #: PBA Designer: Project Name: Code: Jurisdiction: Seismic Zone: Basic Wind Speed: Wind Exposure: Soils Report by: Soils Report #: Soils Report Dated: Structural Loading: Roof Slope: Roof Live Load (pso Floor Live Load (pso Roof Dead Load (psf) Concrete tile - 30% boosted '5/8" Structural Sheathing Roof Trusses @ 24" o.c. 5/8" drywall None Miscellaneous - roof None None Patel Burica and Associates, Inc. , J 259 TWH . MJB GRIFFIN RANCH, MAIL BLDG, 2001 CBC . . LA QUINTA 4 - 70 Exp C Sladden Engineering Allowable Bearing (pso: 1500 544-4402 / 04-08-571 Ca = 0.44 8/17/2006 Na y 1.0 s These bound calculations have been prepared for Building Department review only.' In addition to these calculations, the Engineer of Record has applied professional judgement and current standards of practice to prepare the construction drawings. These calculations shall not be used or applied - independently of the approved structural drawings. ` Slope Factor Adjusted Weight , 24.0 1.05' 25.3 2.2 1.05 2.3 i 3.0 1.05 3.2 2.8 1.00 , 2.8 w 0.0 1.00 - 0.0 1.0 1.00 1.0 0.0 1.00 0.0 0.0 1.00 0.0 - Total Roof Dead Load: -34.6 Use: 35.0 psf s These bound calculations have been prepared for Building Department review only.' In addition to these calculations, the Engineer of Record has applied professional judgement and current standards of practice to prepare the construction drawings. These calculations shall not be used or applied - independently of the approved structural drawings. ` •i General Notes: All shear panels shall be nailed with common nails . A35's shall be installed with long direction parallel to plates , - 3/8" lag screws shall have a minimum 3, penetration into connecting members and minimum 3/4" edge distance SDS screws shall have a minimum 2" penetration into connecting members and minimum 3/8" edge distance Predrill nail holes if wood splitting occurs (or use alternate connectors, per schedule) Use 8d x 2.5" long nail if A35, A35F; or LTP4 are installed over sheathing Footnotes: A. APA Struct I rated sheathing reqiured for all 15/32" panels B. Stagger shear panel edge nailing where spacing is 3" o.c. or less C. Offset adjoining panel edges on opposing faces of the wall D. Acceptable to use shot pins @ 24" o.c. at interior non -shear walls Shear Schedule - 2001 CBC Shear wall designation None 6 4 3 2 1 D3 D2 D1 Capacity (plo I 260 350 490 640 870 980 1280 1740 Footnotes D B B A,B B,C B,C A,B,C Connection at Concrete " Anchor diameter 5/8 5/8 5/8 5/8 5/8 5/8 5/8 3/4 3/4 Anchor spacing 48 16 16 16 16 12 12 16 12 Sill Plate 2x 2x 2x 3x 3x 3x 3x 3x 3x Plate washer size 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2 Plate washer thickness 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 Panel and Framing APA Rated Sheathing - - 3/8" 3/8" 3/8" 3/8" 15/32" 3/8" 3/8" 15/32" Sides 1 1 1 1 1 2 2 2 Panel Edge Nailing - 8d @ 6" 8d @ 4" 8d @ 3" 8d @ 2" 1 O @ 2" 8d @ 3" 8d @ 2" 10d @ 2" Panel Field Nailing - 8d @ 12" 8d @ 12" 8d @ 12" 8d @ 12" 10d @ 12" 8d @ 12" 8d @ 12" 10d @ 12" Adjoining Panel Edges 2x 2x 3x 3x 3x 3x 3x 3x Sole Plate 2x 2x 2x _ 2x 2x 2x 3x 3x 3x Shear transfer spacing, inches O.C. 12d 8 6 4 32.25 2 2 1.51 1 16d 8 6 4 3 2.25 2 2 1.5 1 A35 /A35F 32 20 15 11 8 6 6 4 3 LTP4 48 30 22 161 12 9 8 6 5 1/4" SDS 161 121 81 6 5 41 - 3 2.5 3/8" Lags 241 181 131 10 7 61 51 3.5 General Notes: All shear panels shall be nailed with common nails . A35's shall be installed with long direction parallel to plates , - 3/8" lag screws shall have a minimum 3, penetration into connecting members and minimum 3/4" edge distance SDS screws shall have a minimum 2" penetration into connecting members and minimum 3/8" edge distance Predrill nail holes if wood splitting occurs (or use alternate connectors, per schedule) Use 8d x 2.5" long nail if A35, A35F; or LTP4 are installed over sheathing Footnotes: A. APA Struct I rated sheathing reqiured for all 15/32" panels B. Stagger shear panel edge nailing where spacing is 3" o.c. or less C. Offset adjoining panel edges on opposing faces of the wall D. Acceptable to use shot pins @ 24" o.c. at interior non -shear walls Shear Connector Calculations for use with 2001 CBC Shear Schedule Anchor Bolt Capacity in 2x sills Spacing Bolt Diameter Capacity in 2x (lbs.) Factor 12" o.c. 16" o.c. 24" o.c. 32" o.c. 48" o.c. 5/8" 890 1.33 1184 888 592 334 223 3/4" 1220 1.33 1623 1217 811 458 305 • 7/8" 1610 1.33 2141 1606 1071 604 403 Anchor Bolt Capacity in 3x sills Spacing Bolt Diameter Capacity in 3x (lbs.) Factor 12" o.c. 16" o.c. 24" o.c. 32" o.c. 48" o.c. 5/8" 1140 1.33 - 1516 1137 758 428 285 - `3/4" - 1480 - 1.33 1968 1476. • • .. 7/8" _ 1870 _ 1.33 248? 1865 1244 701 468 - 8.2 6.3 - - ' t - 1/4" SDS 360 16.6 12.3 8.8 6.8 5.0 4.4 3.4 .2.5 Anchor Bolt Capacity in 3x sills Spacing Bolt Diameter Capacity in 3x (lbs.) Factor 12" o.c. 16" o.c. 24" o.c. 32" o.c. 48" o.c. 5/8" 1140 1.33 - 1516 1137 758 428 285 - `3/4" - 1480 - 1.33 1968 1476. 984 555 370 • .. 7/8" _ 1870 _ 1.33 248? 1865 1244 701 468 Simpson Connector Required Spacing (inches o.c.) Required Load (plo Connector 1.33 x Capacity (lbs.) ' 2601 350 490 640 870 980 1280 1740 A35/ A35F 450 20.8 15.4 11.0 8.4 6.2 5.5 4.2 3.1 LTP4 670 30.9 23.0 16.4 12.6 9.2 8.2 6.3 4.6 1/4" SDS 360 16.6 12.3 8.8 6.8 5.0 4.4 3.4 .2.5 1 Patel Burica & Associates, Inc. 1 ---- s t r u c —e -ura—n a :. r i n g----- ---------------------- 1 1 1 1 1 1 Gravity Analvsis 1 1 1 1 1 1 1 1 832 W. Tow-n & Counm Road • Orange, California 9286S 1 Tel: 114.547.1115 • F»a: 714.547.1.141 • wwwTBAstructural.com BEAM / HEADER CALCULATION DESCRIPTION: Window Header SPAN LENGTH: 3 ft. Compression side braced? LOADING: DL (psf) ' LL (Psf) Trib. ft. DL (Plf) , LL (Plf) Total plf Roof: 35 16 • 15.5' 542.5 248 Floor: ` 0 0 0' .0 0 Wall: 2 p 0 0 0 Misc. 0. 0 0 0 0 542.5 791 ,248 Reaction (lb): "' '814 372 1186 y , `Moment'(ftlb.) +610.313 279. ; . 889 TRIAL SIZE: 4x6 DF#2 f'%/�/) • - SUPPORT: 2x4 Stud Plies: 1 Plies: 1 , BEAM PROPERTIES: STRESS FACTORS: Width 3.5 inches Cp • - 1.25 . Depth •5.5 inches C, P ' 1.00 Ct' 1.00 Fb 875 psi CM 1.00 F„95 psi C� +" 1.00 E 1600000 psi CF 1.30 Fc (perp) 625 psi CL .1.00 SECTION PROPERTIES: DEFLECTIONS: Required Actual % used Area (int) 10.4 19.3 '54% Section Modulus (in3) 7.5 17.6 , ', 43% _- (DL+LL) for U240 (in4)6.0 48.5 12% =---------> TL (in.) 0.02 ' (LL) for U360 (in4)2.8 48.5 6% -------;--> LL (in.). - 0.01. (DL) for U480 (in4)8.2 48.5 1 17% ---------->. DL (in.) 0.01 Bearing Area, (int) 1.9 5.25 36% Plies Use (min.) Beam 4x6 DF#2 1 Support 2x4 Stud ------ -----1----- . Foundation Location Load (lbs.) Min. size (sq. ft.) Pad qa = 1500 psf Min. sq. dim. Use size ` 1 1 (in.) (in. x in.) None 0 -'0.01 0 None Ext. Footing Actual max load: DL s LL s Trib. ft. DL (plf) LL (glf) Total N 1 Roof: 35 16 15 525 240 M Wall: 15 0 10 150 0 1 Misc. 12 40 0 0 0 675. 240 915 1 Ext. Footing Allowable: D (in.) W (in.), Allow. brg. (psf) Allow. line load 1 12 12 1500 1500 plf' FOOTING OK, - Allow. Point Load 1 3000 lbs. Int. Footing Actual max load: 1 DL s LL s Trib. ft. DL I LL (plf) Total plf Roof: 35 16 15 525 240 Wall: 10 0 10 100 •. 1 Misc. 12 R 40 r �' 0, 0 .0 0 625 240 865 Int. Footing Allowable D (in.) W (in.) Allow, brg.'(psf) • Allow. line load ' 12 12 1500: 1500 plf FOOTING OK Allow. Point Load 1 3000 lbs. - • j 832 W. Town Country Road • Oranrr, California 9286S TA, 714.541.1115 • Fax: 714.547.1141 • www.1TBAktructurai.com ' Bl DIAPHRAGM 8d W/ 8d AT 4' O.C. J//J r� • ' 4 in ' 4 SD2 I` SD2 SD2 ry GET W/ ON 5 9 D2 SD2 9 t 3 SD 6 % 8 , 4%6 SD2 - 4 X 6 GET W/ ON (V -3.5K) ` D DIAPHRAGM • . ` - _ 8d AT 4' O.C. - i � I ' Bl DIAPHRAGM 8d W/ 8d AT 4' O.C. J//J r� • ' 4 in ' 4 SD2 I` SD2 SD2 ry GET W/ ON 5 9 D2 SD2 9 t 3 SD 6 % 8 , 4%6 SD2 - 4 X 6 GET W/ ON (V -3.5K) ` D DIAPHRAGM • . ` - _ 8d AT 4' O.C. - i y Geometry of Diaphragms - Describe Block Diaphragm Level 4 Weight (psf) 0 Wall Trib. To Level::. y 0 psf ' Block x1 y1 x2 , y2 Area ' x bar y bar Not Used 0 - 0 0 0 0 0.0 0.0 0 0 01 0 0 0.0 0.0 0 0 0 0 0' 0.0 0.0 0 0- 0 0 ., 0 0.0 '0.0 Level Area 0 t Level 4 Max x dim: 0 Center of Mass 0.0 " 0.0 Level 4 Max y dim: 0 y ' Diaphragm Level 3 Weight (psf) - 0 Wall Trib. To Level 0 psf Block x1 y1 x2 y2 Area x bar y bar Not Used 0 0 0. 0 - 0 0.0 0.0 0 0 0 '0 - 0 0.0 0.0 0 0 -0 0 0 0.0 0.0 0 0 0 0 0 0.0 0.0 Level Area. ,0 Level Max x dim: 0 Center of Mass 0.0 . 0.0 Level 3 Max y dim: 0 Diaphragm Level 2 Weight (psf) 0 Wall Trib. To Level 0 psf ' Block x1 y1 x2 y2 Area x bar y bar Not Used 0 0 0 0 .0 0.0 0.0 0 0 0 ,,� 0 0 0.0 0.0 ' 0 0 0 0 '0 ," 0.0 0.0 0 0 0 0 0" 0.0 -.0.0 Level Area` 0 ' Level 2 Max x dim: 0 ' Center of Mass r 0.0 Level 2 Max y dim: 0 .: r y a - ' Diaphragm Level 1 Weight (psf) 35 ''Wall Trib. To Level 10 psf Block x1 y1 x2 y2 Area x bar y bar ' Main Block 0 0 30 34 1020 15.0 17.0- 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0.0 0.0 0 0 0 0 0. 0.0 0.0 Level Area 1020 Level 1 Max x dim:. 30 Center of Mass'- 15.0 17.0 ' Level 1 Max y dim: 34 4 1. Lateral Loads Diaphragm Level Weight s Plate Heig hts ft. Level Thickness ft. Add Ht @ top level ft 4 0 0 00 3 0 0 ,0 0 20 Seismic Zone 0 0 0 1 35 10 2.167 2.167 Seismic Zone 4 Wind Speed 70 mph Exposure Exp C Seismic Vu=2.5 x Ca x I/ R x (Wd) . Z= 0.4. Vu = 0.200 x W ; Ca = 0.44 x Na Na= 1 Vw= Vu 1.4 0.143xW . R = 5.5 SEISMIC LOAD CALCS - BOTH DIRECTIONS . SEISMIC WEIGHTS • '' Level 4 Element Level Area Wt. s Wt # Average Height Level 4 Diaphragm 0 0 0 : 12.167 Walls Trib to Level 4 0 0 0 12.167 , ' Total Wt: 0 0.0 (Weighted Ave. Ht.) Level 3 Element Level Area Wt. s Wt. # Average Height Level 3 Diaphragm 0 0 0 12.167 ' Walls Trib to Level 3 0 0 0 12.167 Total Wt: 0 • 0.0' (Weighted Ave. Ht.) Level 2 Element Level Area Wt. s Wt. # Average Height - Level 2 Diaphragm 0 0 0 12.167 Walls Trib to Level 2 0 0 0 12.167 Total Wt: 0 0.0 (Weighted Ave. Ht.) Level 1 Element Level Area Wt. s Wt. # Average Height Level 1 Diaphragm 1020 35 35700 11.0835 Walls Trib to Level 1 1020 10 . 10200 11.0835 Total Wt: 45900 11.1 (Weighted Ave. Ht.) =. • ; r, Level Height Feet Wx Pounds Wx' Hx lbs"ft -Fx Pounds Unit Fx s Level 0.0 0 0 0 0.0 Level 0.0 0 0 0 0.0 Level 0.0 01 01 0 0.0 Level 11.1 45900 : 5087331 65571 6.4 TOTALS: 459001 5087331 65571 6.4 REDUNDANCY CHECK + ' In order to limit rho to be equal to or less than one, the unit shear in any wall must be less than: 2 x V T / (AB^0.5) = 411 plf DO NOT EXCEED THIS VALUE FOR UNIT SHEAR AND RHO ' WILL ALWAYS BE LESS THAN 1.0 Wind Vw = CeCglgs Speed 70 mph Where qs = 12.6 psf Exp C WIND LOAD CALLS: 4th LEVEL Height: 0.0 4th LEVEL WIND LOAD (PLF) 0 WIND LOAD CALLS: 3rd LEVEL Height: 0.0 ' Basic Pres. (psf) Ce Cq ributary height feet Load (plf) Above • Level t Below • Total Trib. 12.6 1.06 0.8 0 0 0.0 0 0 Windward Leeward 12.6 1.06 0.5 0 0 0.0 0 0 4th LEVEL WIND LOAD (PLF) 0 WIND LOAD CALLS: 3rd LEVEL Height: 0.0 ' Basic Pres. (psf) Ce Cq Tributary height feet Load I (p Above Level t I Below Total Trib. 12.6 1.06 0.8 0' .0 0.0 , 0 0 Windward Leeward 12.6 1.06 0.5 0 0 0.0 0 0 WIND LOAD CALCS: 2nd LEVEL Height: 0.0 ' WIND LOAD CALCS: 1st LEVEL 2nd LEVEL WIND LOAD (PLF) 0 Height: 11.1, Basic Pres. (psf) Ce Cq . Tributary hei ht feet LoadIfl (p Above Level t Below Total Trib. 12.6 1.06 0.8 0 0' 0.00 0 Windward Leeward 12.6 1.06 0.5 0 0 0.0 0 0 ' WIND LOAD CALCS: 1st LEVEL 2nd LEVEL WIND LOAD (PLF) 0 Height: 11.1, t SUMMARY OF LATERAL LOADS Diaphragm Level Seismic Basic Pres. (psf) Ce Cq Tributary hei ht feet Load (plf) Above Level t Below Total Trib. - 12.6 1.06 0.8 2.167 2.167. 5.0 9.334 100 Windward Leeward 12.6 1.06 0.5 2.167 2.167 5.0 9.334 62 t SUMMARY OF LATERAL LOADS Diaphragm Level Seismic s Wind I 4 0.0 0 3 0.0 0 2 0.0 0 1 6.4 162 Total 6.41-162 1st LEVEL WIND LOAD (PLF) 162 M M� i r M M M LATERAL LOAD DISTRIBUTION TO SHEAR LINES Unit Loads Lateral Load Trib Area Load Adjacent Area Lateral Load Unit Loads Trib Area Load Lateral LoadFrom Above Total Lat. Load Govg Load Line Seismic (Psi Wind (plt) W (ft) D (ft) Seismic (lb) Wind (lb) Seismic (Pso Wind (Plo W (ft) D (ft) Seismic (lb) Wind (lb) Seismic (lb) Wind (Ib) Seismic (lb) Wind (lb) Type lbs A 6.4 162 17 30 3279 2754 0 0 0 0 0 • 0 0 0 3279 2754 Seismic 3279 8 6.4 162 17 30 3279 2754 0 0 01 0 01 0 0 0 3279 2754 Seismic 3279 C 6.4 1621 0 0 0 0 0 0 01 0 01 0 0 - 0 0 01 Seismic 0 1 6.4 1621 151 341 32791 2430 0 0 0 1 0 --01 01 01 01 3279 2430 Seismic 3279 2 6.4 1 162 15. 34 24301 01 01 01 0 0 0 01 0.1 3279 2430 ,Seismic 3279 3 6.4 1621 01 0 _3.2_79 0 01 01 0, 01 01 _ 01 01 0' 0 0 01 Seismic 0 Shear Walls and OTM - Flex First Level Shear Walls, X -X Direction Line Wall Seg. FH Length Open'g (ft) W H Load (lbs.) Total Length iesmic (pl Flex Wind (plf) SW Type SW Cap Height (ft.) OTM (lbs.xft) Trib. W or H (ft.) Roof Floor Wall RM (lbs.xft) Tension (lbs.) Tension (lbs.) Above Added Total Strap or Hold Down Capacity (lbs.) Post Size Seismic Wind A A.1 8 0 0 3279 2754 8 410 344 3 490 10 32786 2 0 10 6336 3527 0 0 3527 HTT22 5250 4x6 A.2 0 0 0 0 0 - 0 10 0 0 0 10 0 0 0 0 0 0 HTT22 A.3 0 - 0 0 0 0 0 10 0 0 0 10 0 0 0 0 0 0 1.2 5 0 0 B B.1 8 0 0 3279 2754 8 410 1 344 3 1 490 1 101 327861 21 01 10 6336 3527 0 1 0 3527 HTT22 5250 4x6 B.2 0 0 0 0 1 0 - 0 101 Ol 0 -01 10 0 0 0 0 0 0 1508 B.3 0 0 0 01 0 0 101 01 01 01 10 0 0 0 0 0 0 1508 First Level Shear Walls, Y -Y Direction Line Wall Seg. FH Length Open'g (ft.) W H Load (lbs.) Total Length iesmic (pl Flex Wind (plf) SW Type SW Cap Ht. (ft.) 0 OTM (Ibs.xft) Trib. W or H (ft.) _ Roof Floor Wall RM (lbs.xft) Tension (Ibs.) Tension (lbs.) Above Added - Total Strap or Hold Down Capacity (lbs.) Post Size Seismic Wind 1 1.1 5 0 0 3279 2430 10 328 243 4 350 10 16393 10 0 10 5625 2393 0 0 2393 HTT22 5250 4x4 1.2 5 0 0 328 243 4 350 10 16393 .10 0 10 5625 2393 0 0 2393 HTT22 5250 4x4 1.3 0 0 0 0 0 - 0 10 0 0 0 10 0 0 0 0 0 - 0 2 2.1 6 0 0 3279 2430 12 273 202 4 350 10 16393 10 0 10 8100 1508 0 0 1508 HTT22 5250 4x4 2.2 6 0 0 273 202 4 350 10 16393 10 0 10 8100 1508 0 0 1508 HTT22 5250 4x4 2.3 0 0 0 0 0 0 10 0 0 0 10 0 0 0 0 0 - 0 Patel Burica & Associates, Inc. s t r u c t u r a l e n i n e c r i.n t R ` , e 1 j • l SolSlREeportxce rpts,,.. , t 4 ' A. • , 1 r• ' b •. 4 832 W. Town (C Cojury Roed • Orange., Califklrnia 9286S 1 Tel: 71.1.547.11,11.5 • Fax: 71.4.547.1.141 • wwwTBAsrruceural.com •' Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 August 17,2004'Project No. 544-4402 04-08-571 Transwest Housing, Inc. 47-120 Dune Palms Road, Suite C La Quinta, California 92253 Attention: Mr: Rod Grinberg A Project: Proposed Griffin Ranch Residential Development SEC Avenue 54 and Madison Street ` ,La Quinta, California Subject: Geotechnical Investigation Presented herewith is the report of our Geotechnical Investigation conducted for the construction of the proposed approximately 195 -acre residential development to .be located on the southeast corner of Avenue 54- and Madison Street in the City of La Quinta, California.,, 1he - investigation was performed in " order to provide • recommendations for site preparation and to assist in foundation design for the proposed residential structures and the related site improvements. This report presents the. results of our field investigation and laboratory testing along with conclusions and recommendations for foundation design and site preparation. This report completes our original scope of services as outlined within our proposal dated July 8, 2004: We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this report, please contact the undersigned Respectfully submitted, SLADDEN ENGINEERING W Brett L. Anderson Exp• 9%3;;rJG n • zJ Principal Engineer k CIVIL SER/pc �_ CA' y: Copies: 6/Transwest Housing ` �.A August 17, 2004 ° -4 Project No. 544-4402 ' 04-081-571 ' Based upon the depth to groundwater and the generally firm condition of the deeper sand layers, it is our opinion that the potential for liquefaction affecting the site is minimal. The remedial grading recommended for building areas will result in the construction of a uniform compacted soil mat beneath all footings. In our opinion, liquefaction related mitigation measures in addition to the site grading and foundation design recommendations included in this report should not be necessary. ' The site is located in one of the more seismically active areas in California. Design professionals should be aware of the site setting and the potential for earthquake activity during the anticipated life of the structure should be acknowledged. The accelerations that may be experienced on the site (as previously ' discussed) should be considered in design. The seismic provisions included in the Uniform Building Code for Seismic Zone 4 should be considered the minimum design criteria. Pertinent 1997 UBC Seismic Design Criteria is summarized in Appendix C. ' Caving did occur within our borings and the potential for caving should be expected within deeper excavations. All excavations should be constructed in accordance with the normal CalOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the near surface ' silty sands will be classified by CalOSHA as Type C. Soil conditions should be verified in the field by a "Competent person" employed by the Contractor. ' The near surface soils encountered during our investigation were found to be non -expansive. Laboratory testing indicated an Expansion Index of 0 for the surface silty sands and sandy silts that corresponds with the "very low" expansion category in accordance with UBC Table 18 -I -B. The following recommendations present more detailed design criteria which have been developed on the basis of our field and laboratory investigation. The recommendations are based upon non -expansive ' soils criteria. Foundation Design: The results of our investigation indicate that either conventional shallow ' continuous footings or isolated pad footings that are supported upon properly compacted soils, may be expected to provide adequate support for the proposed structure foundations. Building pad grading should be performed as described in the Site Grading Section of this report- to ' provide for uniform and firm bearing conditions for the structure foundations. Footings should extend at least 12 inches beneath lowest ' adjacent grade. Isolated square or rectangular footings should be at least two feet square and continuous footings should be at least 12 inches wide. Continuous footings may be designed using an allowable bearing value of 1500 pounds per square foot (psf) and isolated pad footings may be designed using an allowable ' bearing pressure of 1800 psf. The allowable bearing pressures are applicable to dead and frequently applied five loads. The allowable bearing pressures may be increased by 1/3 to resist wind and seismic loading. Care should be taken to see that bearing or subgrade soils are not ' allowed to become saturated from the ponding of rainwater or irrigation. Drainage from the building area should be rapid and complete. Sladden Engineering 1 1 August 17, 2004 -5- Project No. 544-4402 ' 04-08-571 ' The recommendations provided in the preceding paragraph are based on the assumption that all footings will be supported upon properly compacted engineered fill soils. All grading should be performed under the testing and inspection of the Soils Engineer or his representative. Prior to ' the placement of concrete, we recommend that the footing excavations be inspected in order to verify that they extend into compacted soil and are free of loose and disturbed materials. ' Settlements: Settlements resulting from the anticipated _foundation loads should be minimal provided that the recommendations included in this report are considered in foundation design and construction. The estimated ultimate settlements are calculated to be approximately one inch ' when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. ' Lateral Design Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive, earth pressure along the sides of the foundations. . A coefficient of friction of 0.40 between soil and concrete may be used with consideration to dead ' load forces only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may be used for the sides of footings that are poured against properly compacted native or approved .non -expansive import soils. Passive earth pressure should be ignored within the upper 1 foot ' except where confined (such as beneath a floor slab). Retaining Walls: Retaining walls may be necessary to accomplish the proposed construction. ' Lateral pressures for use in retaining wall design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free - draining native backfill conditions. Backdrains should be provided for the full height of the walls. ' Expansive Soils: Due to the prominence of "very low" expansion category soils near the surface, the expansion potential of the foundation bearing soils should not be a controlling factor in foundation or floor slab design. . Expansion potential should be reevaluated subsequent to grading. Concrete Slabs -on -Grade: All surfaces to receive concrete slabs -on -grade should be underlain by a minimum compacted non -expansive fill thickness of 24 inches, placed as described in the Site ' Grading Section of this report. Where slabs are to receive moisture sensitive floor coverings or where dampness of the floor slab is not desired, we recommend the use of an appropriate vapor barrier.or anadequate capillary break. Vapor barriers should be protected by sand in order to ' reduce the possibility of puncture and to aid in obtaining uniform concrete curing. Reinforcement of slabs -on -grade in order to resist expansive soil pressures should not be ' necessary. However, reinforcement will have a beneficial effect in containing cracking due to concrete shrinkage. Temperature and shrinkage related cracking should be anticipated in all concrete slabs -on -grade. Slab reinforcement and the spacing of control joints should be ' determined by the Structural Engineer. . staaaen Cngineenng August 17, 2004 .-6- Project No. 544-4402 04-08-571 Soluble Sulfates: The soluble sulfate concentrations of the surface soils have not yet been determined but native soils in the area have been known to be potentially corrosive with respect to concrete. The use of Type V cement and specialized sulfate resistant concrete mix designs may be necessary for concrete in contact with the native soils: t Tentative Pavement Design: All, paving should be underlain by a minimum .compacted fill thickness of 12 inches (excluding aggregate base). This may be performed as described in the Site Grading Section of this report. R -Value testing was not conducted during our investigation but , based upon the sandy nature of the surface soils, an R -Value of approximately 50 appears appropriate .for preliminary pavement design. The following preliminary onsite pavement section is based upon a design R -Value of 50. ; Onsite Pavement (Traffic Index = 5.0) Use 3.0 inches of asphalt on 4.5 inches of Class 2 base material Aggregate base should conform to the requirements for Class 2 Aggregate base in Section 26 of CalTrans Standard Specifications, January 1992. Asphaltic concrete should conform to Section 39 of the CalTrans Standard Specifications. The recommended sections should be provided with a uniformly compacted subgrade and precise control of thickness and elevations during placement. Pavement and slab designs are tentative and should .be confirmed at the completion of'site grading when the subgrade soils are in-place. This will include sampling and testing of the actual subgrade soils and an analysis based upon the specific traffic information Shrinkage and Subsidence: Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary from 20 to 25 percent. Subsidence of the surfaces that are scarified and compacted should be - between 0.1 and 0.3 tenths of a foot. This will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained. These values for shrinkage and subsidence are exclusive,.of losses that will occur due to the stripping of the organic material from the site and the removal of oversize material. General Site Grading- All grading should be performedin accordance with the grading ordinance of the City of La Quinta, California. The following recommendations have been developed on the basis of our field and laboratory testing and are intended to provide a. uniform compacted mat of soil beneath the building slabs and foundations. 1. Site Clearing: Proper site clearing will be very important. Any existing vegetation, slabs, foundations, abandoned underground utilities or irrigation lines should be ' removed from the proposed building areas and the resulting excavations should be properly backfilled. Soils that are disturbed during site clearing should be removed and ,. replaced as controlled compacted fill under the direction of the Soils Engineer. August 17, 2004 45- Project No. 5444402 04-08-571 1997 UNIFORM BUILDING CODE SEISMIC DESIGN INFORMATION i The International Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the updated code that will be relevant to construction of the proposed structures are summarized below. ' Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas '9.9 km A , San Jacinto 32.1 km = 'I A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, Nx C. C,. . San Andreas 1.0 1.2 0.44N. 0.64N� San Jacinto 1.0 1.0 - 0.44N. 0.64N-- February 23, 2007 Madlin's Job Number: 26490A Pre ared For: TRANS WEST HOUSING 47-120 DUNE PALMS ROAD LA QUINTA, CA 92253 TELEPHONE (760)- 777-4307 CITY OF LA QUINTA BUILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION Madlin"s, (1h enterprises DATE*P3__8Y, TVVVVVV (B re q wi I MAY 14 2007 - Catherine M. Madlin, Certified Energy Analyst Post Office Box 1443 v- Palm Springs, CA 92263 Phone 760-322-5004 / 760-323-3644 Fax E-mail: Cmadlin@aol.com, 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 Madliri 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:. February 23, 2007 Job Number: 26490A Designer's Name: PEKAREK-CRANDELL, INC. Owner's Name: TRANS WEST HOUSING Project Name: GRIFFIN RANCH MAIL BUILDING' Project Location: LA QUINTA Method of Compliance: ENERGYPRO V4.3 CERTIFIED COMPUTER PROGRAM' Certified Energy Analyst " rCatherine M. Madlin r .r N R05-90-721 rr C A B E C R05-90-630 California Association of Building Energy Consultants Title 24 Compliance Forms PERFORMANCE CERTIFICATE OF COMPLIANCE Parti -&3 PERF -1 PROJECT NAME Griffin Ranch Mail Bldg This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the DATE 2/23/2007 PROJECT ADDRESS DATE OF PLANS BUILDING CONDITIONED FLOOR AREA La Quinta CLIMATE ZONE 15 BUILDING TYPE PRINCIPAL DESIGNER - ENVELOPE Trans West Housing TELEPHONE (760) 777-4307 Building Permit # DOCUMENTATION AUTHOR Madlin's Enterprises TELEPHONE (760) 322-5004 Checked by/Date Enforcement Agency Use GENERAL INFORMATION 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 accurate and complete. DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 835Sq.Ft CLIMATE ZONE 15 BUILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION [X] NEW CONSTRUCTION ADDITION 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed EXISTING +ADDITION/ALTERATION 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 accurate and complete. DOCUMENTATION AUTHOR SIGNA DATE Catherine M Madlin CEA I /`� a3� The Principal Designer hereby certifys that the proposed building design represented in this set of construction documents if with the other compliance forms and worksheets, with the specifications, and.with any other calculations submitted with this (consistent 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 I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its, preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, or I am a licensed architect. �� ✓ 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. E D El 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) 1 ENVELOPE COMPLIANCE 77-1 Indicate location on plans of Note Block for Mandatory Measures 'ENV -1 Required Forms PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DATE Trans West Housing LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures _ Required Forms LTG -1, LTG -2 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE Trans West Housin MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures MECH-1 MECH-2 MECH-3, MECH-5 Required Forms PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE %LIC. NO. DATE Trans West Housing EnergyPro 4.3 by EnergySoft User Number. 1069 Job Number: 26490A Paoe:1 of 16 PERFORMANCE CERTIFICATE -OF COMPLIANCE Part2 of 3 PERF -1 PROJECT NAME DATE -Griffin Ranch Mail Bldg 2/23/2007 ANNUAL TDV ENERGY USE SUMMARY kBtu/s ft- r ENERGY COMPONENT Standard Design Proposed Design i Compliance Margin 10 tandard- "1111117PMosed -Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard: PERFORMANCE CERTIFICATE -OF COMPLIANCE Part2 of 3 PERF -1 PROJECT NAME DATE -Griffin Ranch Mail Bldg 2/23/2007 ANNUAL TDV ENERGY USE SUMMARY kBtu/s ft- r ENERGY COMPONENT Standard Design Proposed Design Compliance Margin 10 tandard- "1111117PMosed -Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard: 2.40 2.51 -0.11x„+ t "`�" +•; t' ` � ,�,u,� �'�� � � �� j :• ' WS r �t x 20. 6060 ?100 120 1 140 : 160 1180 . .� '# kBu,lsgtr,y<�w'i k 167.18 194.40 27.23 46.52 42.13 4.39 0.00 0.00 0.00 0.00 0.00 0.00�a4� 0.00 0.00 0.00 72.97 43.19 29.79 81.78 81.78 0.00 0.00 0.00 0.00 370.85 364.01 6.83 1.8% ( 1.8% excluding process) - BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones (s)_Lw deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type 835 sqft. - 1 0 sqft. 1 835 sqft. 11. Natural Gas Orientation Gross Area Glazing Front Elevation (S) 260 sqft. Left Elevation (W) 340 sqft, Rear Elevation (N) 260 sqft. Right Elevation (E) 340 sqft. Total '1,200 sqft. Roof 835 sqft. Area Glazing 3 sqft. 30 sqft. 3 sqft. 30 sqft. 66 sqft. sqft. Ratio , 1.2% 8.8% 1.2% 8.8% 5.5% 0.0% Standard _ Proposed Lighting Power Density 1.100 W/sgft. 0.651 W/sqft. Prescriptive Env. Heat Loss 184 Btu/h 164 Btu/h Prescriptive Env. Heat Gain 16,276 Btu/h-F' 14,893 Btum-F LEED-NC v2.2-Energy_&Atmosphere_Cfedit- Savings vs. Title 24: 1.84% EAc1 Credit: 0 Points Remarks: This facility is available to residents 24 hour a day. ' Run Initiation Time: 02/23/07 15:29:05 Run Code: 1172273345 EnergyPro 4.3 by EnergySoft User Number: 1069 Job Number: 26490A Page:2 of 16 PERFORMANCE CERTIFICATE OF COMPLIANCE. Part 3 of 3 PERF -11 PROJECT NAME Griffin Ranch Mail Bldg DATE 2/23/2007 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sgft.) Inst LPD (W/sf)1 Ctrl. Allowed LPD Proc. Credits Area Tailored Loads (W/sf)2 (W/S3 (W/S4 *(W/sf) Mail Building Mail Building Comp Bldg Office 835 0.65 . 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 r rrr wear rnwraernenc agency snows pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. t ne exceptional reatures nsted in tnis performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant or i EnergyPro 4.3 by EnergySoft User Number: 1069 Job Number: 26490A Pane:3 of 16 1 l CERTIFICATE OF COMPLIANCE ENV -1-C I PROJECT NAME DATE Griffin Ranch Mail Bldg 2%2312007 OPAQUE SURFACES # __Type Surface Area U. -Fac. Insulation Cay. Cont. Act. Am. Tilt Cond' Joint Appendix . Status IV Reference Location / Comments 1 Roof 835 0.032 R-30 R-0.0 0 0 New 01-A17 Mail Building 2 3 Wall Wall 310 0.102 — 23J0.102 R-13 R-13 R-0.0 R-0.0 270 180 90 90 New 09-A3 Mail Building New 09-A3 Mail Building _4 5 Door Wall 24 233, 1.450 0.102 None _ R-13 R-0.0 R-0.0 180 0 90 _ 90 New 28-A1 Mail Building New 09-A3 Mail Building 6 Door 241 1.450 None R-0.0 0 90 New 28-A1 Mail Building 7 Wall 310 0.102 R-13 R-0.0 90 90 New 09-A3 Mail Building n pvew, �almmy, f+nefeo, rtemoved) - FENESTRATION SURFACES More than or equal to 10,000 sq.fl. of site -built fenestration area must include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default Wactors from Standards Tahla. 11ri-A and R r.aOifi fu ehnll h. fle.1 in Ihn r -- .- .... ... # ape Area U -Fac' SHGC�Azm. Act. Cond. Location/ Stat. Glazing�pe Comments 1 -2 Window Left V(_V 10 0.400 NFRC 0.38 NFRC 270 New ILow-E Non-metal Mail Building 4 lWindow Left (W) 10 0.400 NFRC 0.38 NFRC 270 New Low -E Non-metal Mail Building 3 Window Left_ ('W) 10 }Window 0.400 NFRC 0.38 NFRC. 270 New Low -E Non-metal Mail Building N54 Front S 3 0.400 NFRC 0.38 NFRC 180 New Low -E Non-metal Mail Building 5 Window Rear N 3 0.400 NFRC 0.38 NFRC 0 New Low -E Non-metal Mail Building 6 Window Right (E) 1 10 0.400 NFRC 0.38 NFRC 90 New I Low -E Non-metal Mail Building 7 Window Right (E). I 10.4001 0NFRC 0.38 NFRC 90 New m Low -E Non-metal Mail Building 8 Window Right (E) 1 10 0.400 NFRC 0.38 INFRIC 90 New.. Low -E Non-metal. Mail Building rY�• •�-^ ✓c�uu� .un manuerus, l dole rvo- f ueTaull I cele m)m ate AGM manual Appendix, NFRU Labeled value. - 2 HG SC Type: 116-8 Default Table from Standards, COG Center of Glass, NFRC Labeled Value , EXTERIOR SHADING ## Window Overhang Left Fin Right Fin Exterior Shade Type SHGC Hgt. Wd. Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. Hat. 1 None 0.76 2 None 0.76 3 None 0.76_ 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES Ljnc p.vp�a.0 uuuwny fa In comer. zones [ mrougn 'le and contains an enclosed space with floor area greater than 25,000 ft2, a ceiling height greater than 15 feet, and an LPD for general Ilghting of at least 0.6 W/ft2. See Section 143(c). If this box Is checked, ENV4-C must be filled out. when submitting under the Prescriptive Compliance Approach. I EnergyPro 4.3 by EnergySoft User Number..1069 Job Number. 26490A Paoe:4 of 16 1 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1-C� (PROJECT NAME l DATE Griffin Ranch Mail Bldg 2/23/2007 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) 544 PORTABLE LIGHTING (From LTG -3-C) 0 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) 0 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 544 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) 0 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG -4-C) 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES ❑ COMPLETE BUILDING METHOD (From LTG -5-C) ALLOWED ❑ AREA CATEGORY METHOD (From LTG -5-C) WATTS ❑ TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER 544 ALTERNATE COMPLIANCE ❑X PERFORMANCE METHOD ❑ COMMM�ON LIGHTING SYSTEM (From LTG -8-C) ALLOWED INDOOR LIGHTING POWER FOR UNCONDITIONED SPACES From LTG -5-C) 0 MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE Time Switch, Dimm SPACE CONTROLLED Check if NOTE TO FIELD I EnergyPro 4.3 by EnergySoft User Number: 1069 Job Number: 26490A Page:5 of 16 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG -1-C PROJECT NAME .Griffin Ranch Mail Bldg2/23/2007 DATE 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 of§ 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 \ 1 Run Initiation Time: 02/23/07 15.29.05 Run Code: 1172273345 EnergyPro 4.3 by EnergySoft user Number: 1069 Job Number 26490A Page:6 of 16 W CERTIFICATE OF COMPLIANCE MECH-1-C PROJECT NAME ` DATE Griffin Ranch Mail Bldg .2/23/20 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 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: SYSTEM ACCEPTANCE. Before an occupancy permit is granted fora 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. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building department that certifies plans, specifications, installation rprtif nntpr Anil nnornfinn -1 m nf—n— ;nfn ....6....... STATEMENT OF COMPLIANCE _I MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing Test required on all New systems both New Construction and Retrofit. [] MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing - Test required on all New systems both New Construction and Retrofit. ❑ MECH-4-A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing Test required on all New systems both New Construction and Retrofit. Units with economizers that are installed at the factory and certified with the commission do not require equipment testing but do require constmction inspection. - 12 MECH-5-A: Air Distribution Acceptance Document Equipment requiring acceptance testing 1 This test required If the unit serves 5,000 tit of space or less and 25% or more of the ducts are in nonconditioned or semiconditioned space like anY attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ductsOr replace the packaged unit. IJ MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing •. All new DCV contmis installed on new or existing packaged systems must be tested. _ [] MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VA fan volume controls installed on new or existing systems must be tested f MECH-8-A: -Hydronic System Control Acceptance Document -Variable Flow Controls Applies to chilled and hot water systems. -Automatic Isolation Controls Applies to new boilers and chillers and the primary pumps am connected to a common header. . -Supply Water Temperature Reset Controls Applies to new constant flow chilled and hot water systems that have a design capacity greater than or equal to 50,000 atulhr. -Water-loop Heat Pump Controls Applies to all new watedoop heat pump systems where the combined loop pumps are greater than 5 hp. -Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled, hydronic beat pump or condenser water systems where the pumps motors are greater than 5 hp. —Equipment requiring acceptance testing EnergyPro 4.3 by EnergySoft User Number:. 1069 Job Number: 26490A Page:7 of 16 [INDOOR LIGHTING SCHEDULE -.(Part 1 of 2) LTG -2-C (PROJECT NAME DATE Griffin Ranch Mail Bldg 2/23/2007 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamps/Ballasts. Installed Watts. -- C D E. F 'G H I J Name Type Description N3 C C C 3.33 �y� _.-� `, Q criv�. 3md U N C N C 3.in3 ��� _.M 2 C .3v� �m� _ y mn cn � Yes No C Z 3 c X3,3 Cr y G��a x.dd v y d. CF -35 P) 32w Compact Fluorescent Triple 4 Pin CFTR32WGX24q_3 1 32 1.0 35.0 X 2 70 F-3 2) 4 ft Fluorescent T8 Energy Savings ec _32T8 3 30 1.0 79.0 X 6 474 r PAGE TOTAL • 544 k BUILDING TOTAL (sum of all pages) 544 PORTABLE LIGHTING (From LTG -3-C) O CONTROL CREDIT (From LTG -4-C) ADJUSTED ACTUAL WATTS 544 Run Initiation Time: 02/23/07 15:29:05 Run Code: 1172273345 ' EnergyPro 4.3 by Energysoft User Number: 1069 Job Number: 26490A Page:of 16 .8 i PROJECT NAME DATE Griffin Ranch Mail Bldg 2/23/2007 SYSTEM FEATURES AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) Mail Building 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 112(a) 7.70 HSPF 112(e) 13.0 SEER / 10.0 "EER 112(b) Yes 112(c), 115(a) n/a 121(b) No ' 121(b) 125 cfm 121(c) No 121(c) No 121 c), 122(e)_ Programmable Switch 122(e) Heating & Cooling Required 122(D Gravity, 122(g) n/a 123 Yes Per Tbl 123A 124 R-4.2 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/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 144a & b n/a 144 a & b 22,485 btuh 144 (a & b) n/a 144 a & b 27,742 btuh 144(c):Constant Volume 144 (c) 144 (c) Yes 144 (g) No 144 (e No Economizer 144 Constant Tem 144(f) Constant Temp 144 (k) Yes ` 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 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. IMECHANICAL VENTILATION MECH- PROJECT NAME DATE Griffin Ranch Mail Bldg 5 2/23/200 PRESCRIPTIVE REHEAT LIMITATION (Section 144(d)) MECHANICAL VENTILATION (Section 121(b)2) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L M N ZONE/SYSTEM 0 0 in a a , -n X113 0 rr 9 x ?� 0 C) to -n W & z -U C Cr CD 6, 0 M .0 to o CD 'n 0 E U 7-n 0 S' X C1 0 C -nn 'n — M .;a Em 0 ; 2.5 < 0 to -n 9 N 0 00 0 -n (n 3 r - a to 0 x .00 C,, r- a C, x 0 T= Cn U) 2. > Mail Building 83E 0.15 125 8.4 15.0 125 125 125 Mail Building Total 125 125 C IMinimum ventilation rate perSection 121, Table 1-21-A E leased on fixed seat or the greaterolthe expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H [Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D orG). I IMust be greater than or equal to H, or use Transfer I to makeup the difference. J Design fan supply cfm (Fan CFM) x 30%; or K Condition area (fl. sq.) x 04 dmfft. sq.; or L Maximum of Columns H. J, K, or 300 cfm * This must be less than or equal to Column L and greater that or equal to the sum of Columns H , N. * Transfer air must be provided where the Required Ventilation Air (column 1) is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or equal to.the difference between the Required Ventilation Air (column 1) and the Design Minimum Air (column M), column H*- M. EnergyPro 4.3 by EnergySoft User Number. 1069 Job Number: 26490A Page: 10 of 16 [MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-C (PROJECT NAME Griffin Ranch Mail Bldg Qty DATE 2/23/2007 CHILLER AND TOWER SUMMARY _�j Energy Factor or RE Efficiency " Tons PUMPS Equipment Name Equipment Type, City. Tota Qty GPM BHP Motor Eff. Drive Eff. Pump Control DHW OI ER SUMMARY System Name System Type Distribution Type Qty Rated Input Vol. (Gals.) Condition Status Energy Factor or RE Standby Loss or Pilot ANK INSUL. Ext. R -Val. Y CENTRAL WATEI Hot Water Hot Water Pi n Plenum I Ou Add 1/2" Insulation CENTRAL SYSTEM RATINGS HEATING I COOLING I Aux. Condition System Name System Type O_}t r Output kW Eff. Output Efficiency Status Economizer Type Aire Flo 2HP13 B36 -1A Split.DX 1 36,000 0.0 7.70 HSPF 35,000 13.0 SEER / 10.0 EER New No Economizer DESCRIPTION : Designer Enforcement IJ § 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, L § 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. L§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. § 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). �L § 116(a)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. �I § 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-13 between framing members. r �EnergyPro By EnergySoft User Number: User Job Number: 26490A Page:12 of 16 r DESCRIPTION Desi ner Enforcement ❑X . §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: X❑ §131 (d)2 Override for,Building Lighting Shut-off: 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. X] §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. X§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. 0 §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.arW are exempt from tandem wiring requirements. . F§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. a §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. §131(e) Display Lighting.. Display lighting shall be separately switched on circuits that are 20 amps or less. EnergyPro 4.3 by Energysoft User Number: 1069 Job Number. 26490A Page: 13 of 16 •.i MECHANICAL MANDATORY MEASURES PROJECT NAME Griffin Ranch Mail Bldg DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies ^J §111 Any appliance for which there is a California standard established in the Appliance " Efficiency Regulations will comply with the applicable standard. § 115(a) Fan type central furnaces shall not have a pilot light. § 123 Piping, except that conveying fluids at temperatures between.60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. I^ I § 124 Air handling duct systems shall be.installed and insulated in compliance, with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls § 122(e) Each space conditioning system shall be installed with one of the following: L� § 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)l B An occupancy sensor to control the operating period of the system; or § 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the system. § 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(8) 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 ByEnergySoft User Number: User Job Number. 26490A Page: 14 of 16 J .Description Designer Enforcement Ventilation FXJ § 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. CI§ 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. § 142(q 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 §'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 i 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 . § 121(03 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 121(f)4 Another method approved by the Commission. , Service Water'Heating, 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(c) Lavatories. in restrooms of public facilities shall be equipped with controls to limit the. . outlet temperature to 110 degrees F. EnergyPro By EnergySoft User Number: User Job Number: 26490A Page: 15 of 16 I I I I i HVAC SYSTEM HEATING AND COOLING LOADS .SUMMARY PROJECT NAME DATE Griffin Ranch Mail Bldg 2/23/2007 SYSTEM NAME FLOOR AREA Mail Building 835 NEERI Number of Systems 1 Heating System Output per System 36,000 Total Output (Btuh) 36,000 Output (Btuh/sqft) 43.1 Cooling System Output per System 35,000 Total Output (Btuh) 35,000 Total Output (Tons) 2.9 Total Output (Btuh/sqft) 41.9 Total Output (sgft/Ton) I 286.31 ,Air System CFM per System 1,200 Airflow (cfm) 1,200 Airflow (cfm/sgft) 1.44 Airflow (cfm[Ton) I 411.4 Outside Air (%). Outside Air (cfm/sqft) I 10.4 0.15 Note: values above given at ARI conditions JEATING SYSTEM PSYCHROMETRICS (Airstre 26.0 of 64.7 of Outside Air 125 cfm ' Heating Coil 69.2 of r-%JUL1N%J 0 TO I i 112.0/77.9°F i Outside Air 125 cfm r 75.0/64.5 °F I I ' i I �EnergyPro 4.34.3 i I I " Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 1,557 26,196 7,133:11,690 20,647 0 1,310 1,032 0 0 125 4,928 1,359 125 5,757 0 0 1,310. 1,032 33 744 8,492 28 469 re Flo 2HP13 B36 -1A 27,742 3,922 22,485 Total Adjusted System Output (Adjusted for Peak Design Conditions)' i 27,742 3,9221 22,485 TIME OF SYSTEM PEAK Aug 3 pm Jan 12 am am Temperatures at Time of Heatina Peak) 82.3 of 82.3 of a Supply Air uucts -) Supply Fan 81.5 of 1200 cfm ROOMS 70.0 of oA;. ,irstream Temperatures at Time of Coolina Peak 78.9./ 66.1 OF 57.2 / 56.2 OF 57.2 / 56.2 of Supply Air Ducts Cooling Coil Supply Fan 58.2 / 56.6 OF 1200 cfm 59.0% R.H. ROOMS 74.0 / 64.1 OF Return Air Ducts User Number: 1069 Job Number: 26490A Page: 16 of 16 t (CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C1 PROJECT NAME DATE Griffin Ranch Mail Bldg OLTG 2/23/2007 PROJECT ADDRESS La Quinta PRINCIPAL DESIGNER - LIGHTING TELEPHONE' Building Permit # Trans West Housing DOCUMENTATION AUTHOR Madlin's Enterprises TELEPHONE (760) 322-5004 Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE LZ1 E] LZ2 ❑X LZ3 LZ4 FUNCTION TYPE © OUTDOOR LIGHTING F—]OUTDOOR SIGNS F_� INDOOR SIGNS PHASE OF CONSTRUCTION FX] NEW CONSTRUCTION F—] ADDITION ❑ 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 documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATI DATE Catherine M Madlin CEA .3 a 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. /\ [�l 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 /ignis am eligible under the exemption to Division 3 of the Business and Professions Code to- document because it pertains to a structure or type of work described as exempt pursuant to Busin and Profesions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE \ DATTE LIC. # Trans West Housin `�' LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®OLTG-I-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part2 of 2 maybe incorporated in schedules on the p Either LTG -1-C or OLTG-1-C maybe 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-1-C if the project consists solely of outdoor signs. 4. Use OLTG-I-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. px OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. 93OLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.3 by EnergySoft User Number: 1069 Job Number. 26490A2 Page: t of 4 ins. PROJECT NAME DATE Griffin Ranch Mail Bldg OLTG 2/23/2007 Li-ghting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power IX I ❑ Lighting power allowance for general site illumination on OLTG-2-C Part 1 of 4 Not Applicable LLighting X I power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 ' Not Applicable �IvI Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable ❑ I -XI Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable LI ❑ Sign lighting compliance on OLTG-4-C v Not Applicable Mandatory Measures on Plans Show that Outdoor Lightina Meets Outdoor Liahtina Controls And Ecluiornent El Installed lighting power has been determined in accordance with Section 130(c)1 , Not Applicable EAll permanently installed luminaires with lamps rated over 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 I 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 I_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 AUTOMATIC CONTROLS CONTROL LOCATION (Room if) CONTROL -IDENTIFICATION NOTE TO FIELD CONTROL TYPE (Auto Time Switch, Dimming, etc:) AREA CONTROLLED J EnergyPro 4.3 by EnergySoft User Number. 1069 Job Number: 26490A2 Page:2 of 4 LIGHTING COMPLIANCE. SUMMARY (Part 1 of 4) OLTG-2-C Project NameDate Griffin Ranch Mail Bldg OLTG 2/23/2007 LIGHTING POWER ALLOWANCES - GENERAL SITE ILLUMINATION - Table 147-A Allotted Watts Luminaire Lamps/Ballasts Installed Watts A B C D E F G H I J K L M N .O LighCiCategory ation (Table 147-A) iD D �o�-CxN w T _�D rura -+ c v D o XN xa n 9 o n Description o Ico �^� o .fid 03 m rd 33 m mm 3 A rw 3N m m r 301 �EKi m n n33 p d®° Z �c u, rm xn ? m Building Entrance North 162 0.70 113 F-1 (1) 70w Compact Fluorescent 1(p/Quad 4pin Elec 1 70 1:0 75.01 X 1 75 Building Entrance.South 162 0.70 113 F-1 (1) 70w Compact Fluorescent TriD/Quad 4pin Elec 1 70 1.0 75.0 X 1 75 I I, r Total Allotted Watts [::227]. 4.3 by EnergySoft User Number: 1069 U Job Number: 26490A2 Total Installed Watts F150] of 4 LLUMINATED AREA CALCULATION WORKSHEET (Part 2 of 5) OLTG-3-C ROJECT NAME DATE Griffin Ranch Mail Bldq OLTG 2/23/2007 A. Hardsca a Method ii Hardsca a for driveways, site roads, sidewalks, walkways and bikeways A g List Specific Application (Table 147-A) Length of 25' wide path incorporating as much of he paved area as possible. Smaller of 18 ft or distance to the edge of the property line Area (sf) (A a B) 9 18 162' " 9 18 162 Checklist ❑ Section 147 (c)1 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)1 B Method ii - General illumination areas for site roadway, driveway, sidewalk, walkway, or bikeway includes only those illuminated areas that are.in the bounds of the Application and includes a 25 foot wide area runnin alon the axis of thepath of travel and much of the aved area aspossible. B. Building Entrances without Cano ies A B C Width of Door plus 3 feet on each side Smaller of 18 ft or distance to the edge of the property line Area (sf) (A a B) 9 18 162' " 9 18 162 Checklist ❑ Section 147 (c)1 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 areas. Section 147 (c)1 A - General illumination areas includes only those illuminated areas that in the bounds of the Application and are with a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the pattern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by a signs or other structures. EnergyPro 4.3 by EnergySoft User Number: 1069 Job Number: 26490A2 PageA of 4 t Manufacturer's Specifications / � Td•�S1`�T••farhr ��%/JJN�N��� ti p q 14 t• :via Gr,•s.y� t,:,r,,�•. �;. ��'�-�•"� ���' �t its \�V:`�,.,�a,•tit4'::; .; Vii•.-: � ^�... �;;��, •' K�ii �\''•� •'.�t!-iqf .' 651, • { Model Number Identification 2. HP 13 B 24 P-1 A 2 = R22 -� L- Minor Revision Code HP = Heat Pump Major Revision Code Electric 13 -13 SEER Nominal P-= 208-230v/60Hz/1Ph T = 208-230v/60Hz/3Ph B = Wire Coil Guard Nominal Capacity • -24 = 24,000 Btuh Physical and Electrical Max. Refrigerant Compressor Fan Motor Weight (lbs.) Voltage/ Voltage Min. Over Connections Refrig. Model Circuit current Rated Locked Rated Liquid Vapor Charge Hz/Phase Range Amp. Device Rated Nom. 4 p g Load Rotor Load • 0.0 0.0.(oz.) Wire Guard (amps) (amps) (amps) (amps) HP RPM (in.) (in.) 2HP13B18P-1A 230/60/1 208/230 11.53 20 8.6 38 0.7 1/10 1075 3/8 3/4' 130 183 2HP13B24P-1A 230/60/1 208/230 15.25 25 11.4 56 0.7 1/10 1075 3/8 3/4 1 130 188 2HP13B30P-IA 230/60/1 208/230 17.94 30 13.6 .67 1.1 1/5 1075 3/8 3/4 144 196 2HP13B36P-IA 230/60/1 208/230 21.69 35 16.4 83 1.2 1/4 1075 3/8 3/4 210 205 2HP13642P-1A 230/60/1 208/230 23.59 40 17.9 88 1.2 1/4 1075 3/8. 7/8 221. 235 2HP13B48P-IA 230/60/1 208/230 26.80 45 20.0 104 1.2 1/4 1075 3/8 7/8 306 227 2HP13B6OP-1A 230/60/1 2081230 31.02 50 22.1 137 1.2 1/4 1075 3/8 1-1/8 . 330 245 Performance Outdoor Model Indoor Model Btuh Cooling SEER S/T Btuh (47°F) COP {47°F) Heating. Btuh (17T) COP (17°F) NSPF CFM Metering Device' OD 10 2HP13618P-1A RBCS2M18COONAP-1 18,000 13.00 0.74 17,000 3.50 9,000 2.10 7.7 650 TXV .055 2HP13B24P-IA RBCS2M24000NAP-1 24,000 13.00 0.74 21,400 3.30 13,500 2.25 7.7 800 .049 '.063 2HP1383OP-1A RBCS2M3OCOONAP-1 28,000 13.00 0.77 27,000 3.30 15,500 2.10 7.7 1100 .053 .067 K_2HP13836P-lA RBCS2M36COONAP-1 35,000 13.00 0.1434,600 3.30 19,500 2.20 7.7 1250 .057 .076 2HP13B42P-IA RBCS2M42COONAP-1 40,000 13.00 0.74 40,000 1 .3.10 23,000 2.50 7.7 1400 .064 .076 2HP13848P-1A RBCS2M48COONAP-1 45,000 13.00 0.75 43,500 .3.20 28,500 1 2.60 1 7.7 1600 .062 .082 2HP13B6OP-1A RBCS2M6OCOONAT-1 55,500 13.00 0.75 53,500 3.30 31,000 2.50 7.7 1950 .064 TXV 'Certified in accordance with Unitary Air Conditioner Certification Program, which is based on ARI Standard 210/240 Outdoor Model Indoor Model Btuh Cooling SEER EER SIT HSPFSize' Heating 47°F Btuh COP 17°F Btuh COP CFM . Required Orifice 2HP13B24P-IA AFEC1P29NA,B 24,000 13.00 11.40 .79 7.70 22,000 1 2.86 13,000 2.20 RBCS2M18COONAP-1 80/67 . AFEC1P36NA,B,C 24,400 13.00 11.50 .79 7.70 22,600 2.88 15,000 2.30. 850 .063 2HP13B36P-1A AFEC1P43NB,C 35,200 13.00 11.50 .79 7.70 35,000 3.50 19,000 2.10 25,200 .74 _ AFECIP49NC 35,200 13.00 11.50 .79 7.70 35,000 3.50 19,000 2.10 1250 016 2HP13B42P-1A AFECIP49NC 40,000 13.00 12.45 .80 170 39,000 3.40 23,000 2.50 2.81 2HP13B36P-IA RBCS2M36COONAP-1 AFEC1P6OND 40,000 13.00 12.45 .80 7.70 39,000 3.40 13,000 2.50 1400 .076 2HP13B48P-IA AFECIP49NC 45,500 13.00 11.80 .81 7.70 43,000 3.37 27,000 2.47 .13" 3.08 1 39,500 AFEC1P62ND 46,000 13.00. 11.80 .80 7.70 43,500 3.40 27,000 2,49 1650 082 2HP13B6OP-1A AFECIP62ND 55,000 13.00 11.84 .77 7.70 54,000 1 3.13 33,000 2.37 1950 .098 AFECIP62NC 56,000 13.00 11.95 .78 7.70 55,000 3.15 33,000 4.38 Cooling Performance Extended Ratings Outdoor Model Indoor Model Indoor Temp. DB/WB (°F) 17°F Outdoor Btuh COP kW 35°F Outdoor Btuh COP kW 47°F Outdoor Btuh COP kW 60°F Outdoor BtuhCOP kW 211P13616P-1A RBCS21018COONAP-1 Outdoor Temp - DB°F 2.24 1.37 14,300 3.02 1.39 17,300 65 82 95 105 115 1.46 Btuh SIT kW Btuh SIT kW Btuh SIT kW Btuh -S/T kW Btuh SIT kW 2HP13B18P-lA RBCS2M18COONAP-1 80/67 21,300 .65 1.25 20,300 .69 1.43 19,800 .11 1.5 18,800 .74 1.61 17,400 .74 1.61 2HP13B24P-1A RBCS2M24COONAP-1 80/67 27,100 .67 1.78 25,800 .72 2.03 25,200 .74 2.13 23,900 .77 2.22 22,200 .77 2.29 2HP13B3OP-IA RBCS2M3000ONAP-1 80/67 31,400 .70 2.18 29,900 .75 2.49 29,200 :77 2.61 27,700 .80 2.72 25,700 .81 2.81 2HP13B36P-IA RBCS2M36COONAP-1 80/67 35,100 .65 2.51 36,300 .72 2.95 35,400 .74 3.1 33,600 .77 3.23 31,200 .77 3.34 2HP13B42P-IA RBCS2M42COONAP-1 80/67 42,400 .68 2.71 40,500 .13" 3.08 1 39,500 .75 1 3.23 31,500 .18 3.36 34,700 .78 3.47 2HP13848P-lA RBCS2M48000NAP-1 80/67 49,400 .68 3.30 47,100 .73 3.76 45,900 .75 3.95 ,43,600 .18 4.12 40,400 .78 4.26 2HP13B60P-1A RBCS2M6OCOONAT-1 80/67 59,900 .67 188 51,100 .72 1 4.43 1 55,700 .74 1 4.66 52,900 .77 4.85 49.000 .77 5.02 Heating Performance Extended Ratings Outdoor Model Indoor Model Indoor Temp. 17°F Outdoor Btuh COP kW 35°F Outdoor Btuh COP kW 47°F Outdoor Btuh COP kW 60°F Outdoor BtuhCOP kW 211P13616P-1A RBCS21018COONAP-1 70 10,500 1 2.24 1.37 14,300 3.02 1.39 17,300 3.45 1.46 20,500 3.90 1.54 2HP13824P-lA RBCS2M24COONAP-1 70 12,700 2.10 1.77 17,900 2.90 1.80 21,500 3.32 1.90 25,600. 3.75 2.00 2HP13B3OP-1A RBCS2M3000ONAP-1 70 15,400 2.12 2.12 22,300 2.95 2.22 26,900 3.38 2.33 32,000 3.82 1.45 2HP13B36P-IA RBCS2M36000NAP-1 70 19,800 2.19 1.64 29,000 2.91 2.91 34,900 3.33 3.07 41,500 3.75 3.24 2HP13B42P-IA RBCS2M42COONAP-1 70 22,700 2.46 2.71 32,400 3.07 3.09 39,100 3.52 3.25 46,500 3.98 3.42 2HP13B48P-IA RBCS2M48COONAP-1 70 27,400 2.54 3.16 36,000 2.78 3.80 43,400 3.18 4.00 51,600 1 3.58 1 4.22 2HP13B6OP-1A RBCS2M6000ONAT-1 70 31,900 2.55 3.66 44,300 3.01 4.41 53,4001 3.44 4.54 63,5001 3.88 1 4.79 Catalog Number Description Used With 12W59 Hard Start Kit All Units 1009 High Pressure Kit All Units 1005 Crankcase Heater 2HP13618, 24; 30, 36, 42, 48 141N04 • Crankcase Heater 2HP13B60 1002 Sound Blanket 2HP13B18, 24, 30 14W00 Sound Blanket 2HP13B36, 42, 48 1001 Sound Blanket 2HP13B60 17W03 Outdoor Thermostat . All Units 17W02 Fossil Fuel Kit All Units Dimensions Model A B C . 2HP13B18P-IA 30 30. 34-3/4 2HP13B24P-IA 30 30 34=3/4 r _ \ 2HP13B30P-lA 30 30 38-3/4 / 2HP13B36P-]A 30 3V 26-3/4 2HP13642P-1A 30 1 30 26-3/4 2HP13B48P-lA 30 30 38-3/4 2HP13B60P-lA 30 30 42-3/4 C mW� All specifications and illustrations subject to change and without incurring obligations. without notice mm� AIRE;FLO,: 4W 1.800.982.2333 sly E1� u' www.aireflo-hvac.com o,q ,��. c ,,q 19W93 (01/06) © Aire -Flo Heating and Cooling, 2006 PC42910 I �►�E�� o r AI Handlers y yw t ie' I t$ N S f tt t t• M 1- i � n K y tf .�c •r x 1 ��ti' t r i c "t•? 1 y'Ft ! v r 3 t t i t - i--• • Features Efficiency: • Achieves efficiency of 13 SEER • Filter racks pre-installed when matched with appropriate 13 SEER when matched with outdoor models .5 -year limited warranty—parts r appropriate outdoor models • RBC models available with TXVs • Field -supplied heat kits available installed from 5kw to 20kw ranges Warranty: • Threaded gauge ports for easy • Suitable for use with R22 and 5 -year limited—parts internal TXV assembly R410A refrigerants • Pre -painted cabinets • Electrical connections from top, i left or right side t RBC Air Handlers Dimensions Air Handler A B C Supply Duct Opening Return Duct Opening Size (inj (in.) (in.) Depth Width Depth Width_ RBC52MIS-24 46-3/4 22 18-1/2 17 16-1/2 20-1/4 16 RBC52M30-36 51 22 21-1/4 17 ' 19-1/4 20-1/4 20-1/4 RBC52M42-48 54 26 21.1/4 24-1/4 .: 19-1/4 20-1/4 18-3/4 RBCS2M60 60 26 21-1/4 24-1/4 19-1/4 24-1/4 18-3/4 Line- - Voltage❑ .. (right. side 6 WP) c /7F 24v/ Knackbutr, for. (br.Az uAcs) Circuit Breakcrr ' (i1 A 5ideV;ew i Front View . i I Knockout for °ucwm - ' Dram Liner,^ ' � i Liquid - i.— 6 —1i Filter 6. Pack— Side Front 36 C 00 N A 1 P -1 .." RevisionCode Metering Device -77 N None Heat Size 00 = O kW Elec. C= Constant Speed kW Kits Available Model Number Identification. RBC S 2 M BlowerCoil Single PieceCabinet Series M = Multi -position (Upflow,HorizontalRig ht or Left) Nominal Capacity 36 = 36,000 Btu h Blower Motor ' 1 P =Piston Orifice 2T = AC/HP TXV ' Voltage A = 208-230V/60Hz/1 PH Circuit Protection - * 18-5,7.5,10 .24 - 5, 7.5, 10 30 - 5, 7.5, 10, 15 36 - 5, 7°5, 10, 15 42 - 5, 7.5, 10, 15 48 - 5, 7.5,10,15,20. [AW;FLQ 60 - 5, 7.5,10,15, 20 1.800.982.2333 �+ �a 1 `1 u< www.aireflo-hvac.com 14W70 (09/06) ®Aire -Flo Heating and Cooling, 2005 PC46896 Air Handler Size Elec. Heating Capacity P Y Blower Amps Total Amps Per Circuit'.' Total Unit Amps P Circuit Breaker Amps Per Stage kW BTUH 2O8v 240v 2400 240v' 208v 240v 1 2 3 1 2 3 208v 240v 1 2 18 & 24 (No Heat) 0 0 1.5 1.4 - - - - 1.5 1.4 15 18 & 24 5 17,065 1.5 1.4 19.5 22.2 19.5 22.2 30 18 & 24 7.5 25,598 1.5 1.4 28.6 32.7 28.6 32.7 45 18 & 24 10 34,130 1.5 1.4 37.6 43.1 37.6 43.1 60 30 (No Heat) 0 0 1.6 1.5 - 1.6 1.5 15 _ - 30 -- 5 - -17,065 _1.6 - 1.5 --19.6 22.3 19.6 22.3 30 30 7.5 25,598 1.6 1.5 28.7 - 32.8 28.7 32.8 _ 45 - 30 10 34,130 1.6 1.5 _ 37.7_ 43.2 37.7 43.2 60 30. 15 51,195 1.6 --1.8 1.5 37.7 -� 18.1 43.2 20.8 55.7 64.0 60 30 36 (No Heat) 0 _ 0 1.7 -- - - 1.8 1.7 15 36 5 17,065 1.8 1.7 19.8 22.5 19.8 22.5 30 _-_36 7.5 25,598 _ 1.8 1.7 28.9 33.0 28.9 33.0 45 36 36 10 15 34,130 51,195 1.8 1.8 1.7 1.7 37.9 37.9 18.1 43.4 43.4 20.8 37.9 56.0 43.4 64.2 60 60 30 42 (No Heat) 0 0 1.9 1.8 1.9 1.8 15 - 42 5 17,065 1.9 1.8 20.0 22.6 20.0 22.6 30 42 7.5 25,598 1.9 1.8 29.0 _ 33.1 29.0 33.1 45 42 10 34,130 -1.9 1.8 38.0 43.5 38.0 43.5' 60 42 15 51,195 1.9 1.8 38.0 18.1 43.5 20.8 56.1 64.3 60 30 48 (No Heat) 0 0 2.6 2.5 - - 2.6 2.5 15 48 5 17,065 2.6 2.5 20.7 ' 23.3 20.7 23.3 30 48 7.5 25,598 2.6 2.5 29.7 33.8 29.7 33.8 45 48 10 34,130 2.6 2.5 38.7 44.2 38.7 44.2 60 48 15 51,195 2.6 2.5 38.7_ 18.1 44.2 20.8 56.8 65.0 60 30 48 20 68,260 2.6 2.5 38.7 36.1 44.2 41.7 74.9 85.8 60 60 60 (No Heat) 0 0 4.1 3.9 _- - 4.1 3.9 15 - - 60 5 17,065 4.1 3.9 22.2 24.7 22.2 24.7 1 30 60 7.5 25,598 4.1 3.9 31.2 35.2. 31.2 35.2 45 60 10 34,130 4.1 3.9 40.2 45.640.2 45.6 60 - 60 15 51,195 4.1 3.9 40.2 18.1 45.6 20.8 58.3 66.4 60 _ 30 60 20 68,260 4.1 3.9 40.2 36.1 45.6 41.7 76.3 87.2 60 60 rvr Ivo von use .rD i correction tactor for KW & BTUH. ' 15 and 20 kW (2 stage models) require 2 supply circuits. 3Circuit #1 includes blower motor amps. t r;. RBC Air Handlers Physical Model Volts/Hz/Phase Max.Elec. Heat Available (kW) Transformer Size & Type Filter Size (in.) Refrigerant Connection (IDS) Suction (in.) Liquid (in.) Florator Piston Size Weight (lbs.) R8CS2M18 208-230/60/1 10 40 VA, Class 2 16 x 20 3/4 3/8 53 129 RBC52M24 208-230/60/1 10 40 VA, Class 2 16 x 20 3/4 3/8 59 131 RBCS2M30 208-230/60/1 15 40 VA, Class 2 18 x 20 7/8 3/8 67 148 RBCS2M36 208-230/60/1 15 1 40 VA, Class 2 18 x 20 7/8 3/8 73 148 RBCS2M42 208-230/60/1 15 40 VA, Class 2 18 x 25 7/8 3/8 80 172 RBCS2M48 208-230/60/1 20 40 VA, Class 2 18 x 25 7/8 3/8 84 177 RBCS2M60 208-230/60/1 20 40 VA, Class 2 18 x 25 7/8 3/8 93 1 190 Blower Model Motor Size (hp) Blower Size (in.) CFM vs. External Static Pressure (in. w.c.) Description Used On Speed .10 .20 .30 .40 .50 RBCS2M18 1/4 _._.__ 10 x 6 _ Low" 754 716 674 626 569 `High 958 886 800 689 RBC52M24 1/4 10 x 6 Low" _1020_ 998 938 868 786 _ 681 High 1042 978 905. 817 704 RBCS2M30 1/4 . 10x6 Low" 1146 1091 1029 959 877' High 1349 1289 1224 1150 1 9066 RBC52M36 1/3 11 X8 Low" ..1407 1341 1268 1186 1090 High 1561 1481 1392 1290 1169 RBC52M42 1/3 11 X8 Low" 1785 1705 1616 1516 1402 High 1938 1846 1744 1629 1495 R6C52M48 1/2 11 x8 Low" 1870 1789 1699 1599 1484 High 1943 1858 1765 1660 1540 RBC52M60 1/2 11-1/2 x 9L ow" 077 2 1986 1886 1774 1646 High 2161 2066 1962 1845 1 1710 rdccoryspeeosemngs Electric Heat Kits Catalog Number Model Number Description Used On 19W05 ECB26-2.5-P 2.5 kW with Terminal Block RBC2" 18, 24, 30, 36, 42, 48, 60 99M64 ECB26-5-P 5 kW with Terminal Block RBC2" 18, 24, 30, 36, 42, 48, 60 99M65 ECB26-5CB-P 5 kW with Circuit Breaker RBC2" 18, 24, 30, 36, 42, 48, 60 99M66 ECB26.7CB-P 7.5 kW with Circuit Breaker RBC2" 18, 24, 30, 36, 42, 48, 60 99M67 ECB26-7-P 7.5 kW with Terminal Block RBC2" 18,24, 30, 36, 42, 48, 60 99M68 ECB26-10-P 10 kW with Terminal Block RBC2" 18, 24, 30, 36, 42, 48, 60 99M69 ECB26-IOCB-P 10 kW with Circuit Breaker RBC2. 18, 24, 30, 36, 42, 48, 60 99W00 ECB26-12.5CB-P 12.5 kW with Circuit Breaker RBC2" 30, 36, 42, 48, 60 99M70 ECB26-15CB-P 15 kW with Circuit Breaker RBC2" 30, 36, 42, 48, 60 99M71 ECB26-20CB-P 20 kW with Circuit Breaker RBC2" 30, 36, 42, 48, 60 , •/E -1� - J _ ' x � - , t 1 `�• it r% .... 4 / ] - � V... 1 _ f.n .. , �... .. .... .�... ... _ _ ✓ Y x . _ r ) . �.. 5` . iwY' ...a - ..a. .Xr._ Y' �i.