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09-0680 (RER)50171 Calle Maria 09-0680 Id P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4ht 4 4v Q". Application Number: 09-00000680 Property Address: 50171 CALLE MARIA APN: 773-340-016-16 -14496 - Application description: REMODEL - RESIDENTIAL Property Zoning: LOW . DENSITY RESIDENTIAL Application valuation: 80000 Applicant: Architect or Engineer: W BUILDING & SAFETY DEPARTMENT t BUILDING PERMIT 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: BC54 Licens No.: 655861 ( Date: 0 -/ Contractor:/ / OWNER Bull DIARATION I hereby affirm under penalty o pe ' ry that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) 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: LQPERA11T 1 Owner: VRON & MARISSA CURRIER 50-171 CALLE MARIA LA QUINTA, CA 92253 Contractor: GALATI ENTERPRISES INC 78050 CALLE CADIZ LA QUINTA, CA 92253 (760)777-9994 Lic. No.: 655861 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/03/09 Y f,N J -I Lute WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EVEREST INS Policy Number 76000056009 I certify that, in the performance of the work for which this permit is issued, 1 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 X 3//700 of the Lab ode, 1 shall forthwith comply with those provisions. Date: r Applicant: 1 WARNING: FAILURE TO SEC ORKERS' COMPENSATI 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 building construction, and hereby authorize representatives of this county to enter upon the above-mentioned pro for inspection pu poses. Date: S - 7 Signature (Applicant or Agent): Application Number . . . . 09-00000680 ------ Structure Information 25SF AD6ITION+REMODEL/VB/RES-3/CL-A[ENGI----- Other struct info . . ---------------------------------------------------------------------------- . CODE EDITION 2007CBC Permit . . . BUILDING PERMIT Additional desc . Permit Fee 549.50 Plan Check Fee 357.18 Issue Date Valuation 80000 Expiration Date 1/30/10 Qty Unit Charge Per Extension BASE FEE - 414.50 4.5000"THOU ---------------------------------------------------------------------------- BLDG 50,0017100,000 135.00 Permit . . . ELECT - ADD/ALT/REM Additional desc . Permit Fee 58.33 Plan Check Fee.. 14.58 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/30/10 Qty Unit Charge Per Extension BASE FEE 15.00 25.60 .0350 ELEC NEW RES - 1 OR 2 FAMILY .88 20.00 .7500PER ELEC DEVICE/FIXTURE IST 20 15.00 61.00 .4500 ------------------------------------------------------ EA ELEC DEVICE/FIXTURE >.20 ----------------------- 27.45 Permit . . MECHANICAL - Additional desc . Permit Fee . . . . 39.00 Plan Check Fee 9.75 Issue Date . . . . Valuation 0 Expiration Date 1/30/10 ' Qty Unit Charge Per Extension BASE FEE 15.•00 1.00 4.5000 EA, MECH VENT INST/ DUCT ALT 4.50 2.00 6.5000 EA MECH VENT FAN 13.00 1.00 6.5000 -------------------------- - - -- -------------------------------------------------------------------- EA MECH ----------------------------------- EXHAUST HOOD 6.50 ------------- Permit Permit . . . PLUMBING Additional desc . Permit Fee . . . . 57.00 Plan Check Fee 14.25 -Issue Date . . . . Valuation 0 Expiration Date 1/30/10 Qty Unit Charge Per Extension LQPERAIIT Application Number . . . . . 09-00000680 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension BASE FEE 15.00 6.00 6.0.000 EA -PLB FIXTURE 36.00 1..00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA• PLB GAS RIPE 1-4 OUTLETS .3.00 ----------------------------------------------------------------------------- Special Notes and Comments REMODEL AND 25SF ADDITION/VB/RES-3/CLASS A -FR [ENGINEERED] THIS PERMIT DOES NOT INCLUDE BLOCKWALLS.OR POOL/SPA. 2007 CALIFORNIA BUILDING CODES. August 3, 2009 8:42:42 AM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 4.00 ENERGY REVIEW FEE 35.72 STRONG MOTION (SMI)._-. RES 8.00 Fee summary Charged Paid Credited Due -------------- --- ----- ------ --- ---------- ---------- Permit Fee Total 703.83 .00 .00 703.83 Plan Check Total 395.76 .00 .00 395.76 Other Fee Total 47.72 .00 00 47.72 Grand Total 1147.31 .00 .00 1147.31 LQPERMIT :,1 Bin # Qty of LaQ uinta 1 ' ,10 ' Building 8r Safety Division . P.O. Box 1504, 78-495 Calle Tampico 1 La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Q l Q Project Address: ,5-6 171 eX Ile, /Z/A Owner's Name: ON 6 /0,+ A. P. Number: Address: 5-0/ 7/ Legal Description: L Contractor: I AA7114,, ASPS- -:2 is . Cyj11j'Telephone.. Address: AQ- O C"Alle- CRt D iZ City, ST, Zip: Z4Z aj u i i1 6# Tele hone.. Project Description: City, ST, Zip:`/ L.4 u, IA A z z S 3 2 i7p?rS Telephone: - ay,<' ,.•z.:, 5 b44 CO, State Lic. # City Lic. #. Arch "Engr)Designer: 2),94)/ C. 1t0,eA1jKk Q. /'C('. Address: 7, 9, >" 0 ;/j City., ST, Zip: Z CIC() i d2 C/4 .17Z -Z --7,D Telephone:6 0 2-pS-4 ` State Lic. #•: ::sF:.> c'`=<:::::::;€:::r<;;r:€::<:<;<;<; ' "''Project Name of Contact Person: O f%(/j g j¢ / ' jl ` • S Construction Type:,&S,Qed /l"L Occupancyfle ./ type (circle one): New dd n Alter Repair Demo Sq. Ft.:Z S• ui # Stories: / # Units: / Telephone # of Contact Person: 5-7k zo Estimated Value of Project: $ gn APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING 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 Title 24 Calcs. Plans picked up DAW dLN (jv Construction Flood plain plan Plans resubmittedV Mechanical Grading plan 2°" Review, ready for correctio s u Electrical Subcontactor List Called Contact Person b '; 210* Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE: '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees 1 Total Permit Fees November 11, 2008 Mr. and Mrs. Currier 135 Cherokee Way Portola Valley, CA 94028 Re: 50-171 Calle Maria Dear Mr. and Mrs. Currier: Your architectural request dated October 20, 2008 for 1) the expansion of the master bedroom, 2) refurbishing of the courtyard wood entry door, 3) the replacement of your windows, and 4) the installation of a new air conditioning unit above the casita has been approved with the following stipulations: The door color to the courtyard wood door must be provided, prior to the commencement of this work. Actual modification must conform to the plans and specifications submitted and approved. a All exterior stuccowork must be painted to match existing stucco, Vista Paint #33 Off White, Weather Master. • Doors must conform with Santa Rosa Cove's colors. • in order to guarantee uniformity and continuance of any existing warranties held by the Association, the roof work must be performed by the Association's Roofing Contractor, Western Pacific Rooting 416-5877. • Additional roof area will be assessed a one-time fee of $5 per square foot or fraction thereof, for the new roof area, due and payable upon approval • Owner must provide a written S -year guarantee covering the new roof ares and that portion of tine old roof within 6 feet of the junctioa with the new. • All roof leaks within that area of the roof within the 5 year period will be the sole financial responsibility of the Owner granted approval, his/her assign or successor Owner(s). Said written guarantee must be delivered upon approval of the application. After the original guarantee has expired the maintenance of this additional roof will become the responsibility of the Association. ' • All electrical wiring, if applicable, must be contained within approved conduit painted to match the surface it contacts" Window flames work must match the stucco or be bronze color (black). • Roof mounted air conditioner mast be shielded by the addition of a stucco wall, if necessary. • Any damage to the common arca resulting from this modification and its construction sball be repaired at the Owner's expense. • If a construction bin is rented through Burrtec it must be beige in color and stored, if possible, niu the garage. T6c construction bin must be kept locked. All 'construction dentis is to be removed from the site by the close of each day to maintain order and retain the aesthetics of the Santa Rosa Cove. • Prior to the commencement of any worl< the contractor and their subcontractor(s) must provide the Association proof of worker's comp, liability and auto insurance; naming the ,4ssociation as additionally insured. • ,Prior to the commencement of any work you or your contractor must provide the names of the scheduled workmen to the security guards at the Mazatlan gate, (564-5414). • Prior to the commencement of any work your contractor must read and sign the Association's Contractor Rules, which has been supplied to them. Please contact the Association office once your modifications are complete for a final inspection. A copy of the approved variance will be mailed to you after the inspection If you have any qucstJions, please call Very truly yours, hnisti,na EnMnquez Association Manager 49-991 Eiwnhv-er Drive LA Quifrte. Cali(0mia 92253 (7r•r.) rrh 7626 JFBN: (760) 5,6+-6416 j .. Maili% Addroes: alff tont Hoa 2230 .Palm Dexrt, O.alit SANTA ROSA COVE ASSOCIATION - 0rnia 93255 ! I CERTIFICATE OF COMPLIANCE M 4 i scyo Desert Sands Unified School District 47950 Dune Palms Road ¢ BERMUDA DUNES O q rn RANCHO MIRAGE t7 Date 3/6/09 La Quinta, CA 92253 ?1 INDIAN WELLS No. 30325 (760) 771-8515 dv P LA QUINT _ %INDIO y Owner Ron & Marissa Currier APN # Address 50171 Calle Maria Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # No. of Units 1 Type Residential Addition Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 Unit 2 Unit 3 Unit 4 Unit 5 Comments Exempt Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By None Check No. Name on the check Telephone Funding Exempt By Dr. Sharon P. McGehee Superintendent Fee collected /exempted by James KOZero Payment Recd PT.f its, Over/Under Signature 41;i cr.• 'jog '?. ry ai.MN NOTICE: Pursuant to ern ,meet Code; Section 66020(d)(1), this Will serve to notify you that the 90 -day approval period in which you may protest the fees o r other paymenf-identified above4ill begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts Bing paid,to the. District(s) r.,fo another public entity authorized to collect them on the District('s) behalf, whichever is earlier. F, NOTJCE: This Document NOT VALID without embossed seal Embossed Original- Building Department Applicant Copy - Applicant/Receipt Copy - Accounting To: Letter of Transmittal City of La Quinta Today's Date: 7-27-09 78-495 Calle Tampico City Due Date 7-27-09 La Quinta, CA 92253 Project Address: 50-171 Calle Maria Attn: Michele / Phillip Plan Check #: 09-680 Submittal: ❑ 1St ❑ 4th ® 2nd ❑ 5th ❑ 3rd ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: ❑ Structural Plans ® 1 Revised Structural Plans ❑ Structural Calcs y ® 1 Revised Structural Calcs ❑ Truss Calculations ❑ Revised Truss Calcs ❑ Soils Report ❑ Revised Soils Report ® 1 Structural Comment List ❑ Approved Structural Plans ® 1 Redlined Structural Plans ❑ Approved Structural Calcs ® 1 Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. This Material Sent for: ❑ Your Files ❑ Your Review ❑ Checking Other: ❑ By: JOHN THOMPSON Palm Desert Office: ® # (760) 360-5770 (ext 102) Other: ❑ y ® Per Your Request ❑ Approval ❑ At the request of: JOB #.09053 12/05/2008 REVISED 02/02/2009 REVISED 06/24/2009 REVISED 07/21/2009 DESIGNER: DANIEL K. THORNBURY A.I.A. ARCHITECT CLIENT: RON AND MARISA CURRIER OQROFESSJp co 1171rn rn JUL 2.2.2.009 ,e P. 06-30-11 `r qT clvll FOFCAOF ANTHONY LITECKY, P.E: DESIGNED BY: T.L. DESIGN CRITERIA (GENERAL) • 20061NTERNATIONAI; BUILDING CODE/2007 CALIFORNIA BUILDING CODE • SOIL BEARING PRESSUREAASSUMED 15.00 PSF • EXTERIOR WALLS =15.00 PSF INTERIOR WALLS =10:00 PSF -DESIGN CRITERIA-ROOF/FLOOR LOADING ROOF SLOPE = 3 '/2:12 ROOF SLOPE =1/4:12 ROOF LOAD ROOF LOAD . TIDE ROOF = 10.00 psf - BUILT-UP ROOF =, ' :6.00 psf PLYWOOD '= 2.00 psf PLYWOOD = 2.00 psf . TRUSSES= 3.00.psf TRUSSES= .3,00 psf. DRYWALL = 2.00 psf DRYWALL = 2.00 psf , INSULATION,= 1.00 psf INSULATION = ' 1.00 psf MISCELLANEOUS = 2.00 psf . MISCELLANEOUS = 6.00.psf DEAD LOAD' 20.00 PSF DEAD LOAD = 20.00 PSF LIVE LOAD = 20.00 PSF. LIVE LOAD = 20.00 PSF TOTAL ROOF L OAD = 40.00 PSF TOTAL ROOF LOAD = 40.00 PSF . DESIGN CRITERIA -SEISMIC LOADING LOCATION:. LA QUINTA,'CA (ZIPCODE: 92253) Ss = 1.515 . Sl ='0.600 SDs = 1.010 SD, = 0.600 SEISMIGDESIGN CATEGORY D (IBC SECTION 1613.5.6) SITE CLASS D (ASSUMED) (IBC SECTION, 1613.5.2) OCCUPANCY CATEGORY II (IBC TABLE 1604.5) SEISMIC IMPORTANCE FACTOR I = 1.00 (ASCE 7-05, TABLE 11.5-1) ` RESPONSE MODIFICATION COEFFICIENT R = 6.5 (ASCE 7-05, TABLE 12.2-1) AT HARDY FRAME PANEL R = 6.5 (II CATALOG 6-08) . AT CANTILEVER STEEL COL UMN R =1.5 (ASCE 7-05, TABLE 12.2-1) . REDUNDANCY FACTOR p =1.30 (ASCE .7-05, SECT. .12.3.4.2) . BASE SHEAR V = p x.[SDsU(1.4 x R)].x W (ASCE 7-05, EQU. 12.8=1' & 12.8-2) BASE SHEAR V = 1.30 x [1.010 x'1.0/(1.4 x 6.5)] = 0.145W - DESIGN CRITERIA -WIND LOADING ASSUMED MOST CONSERVATIVE ROOF ANGLE= 200 psso =17.8 PSF (ASCE 7-05, FIGURE 6-2) WIND EXPOSURE CATEGORY C (ASCE 7-05, SECT. 6.5.6.3) WIND IMPORTANCE FACTOR I =1.00 (ASCE 7-05, TABLE 6-1.) BASIC WIND SPEED 90 MPH .(ASCE 7705, FIGURE 6-1) TOPOGRAPHIC. FACTOR'KZT =1.00 (ASCE 7-05, SECT. 6.5.7.2) WIND'FACTOR ps— X x KZT x I x ps30 (ASCE 7-05, EQU. 6-1) MAXEVIUM HEIGHT .15 ft -(X = 1.21) WIND FACTOR ps = 21.54 psf. MAXIMUM HEIGHT 20 ft (X = 1.29) WIND FACTOR ps = 22.97 psf. MAXMUM HEIGHT 25 ft ;(X = 1.3 5) .WIND FACTOR ps = 24.03 psf MAGI" HEIGHT 30 ft (X = 1.40) WIND FACTOR ps = 24.92 psf Design Check Calculation Sheet Sizer 2004a . I I nAni4 ( Ibs. osf. or 61f) Load Type Distribution Magnitude Start End Location •(ft) Start End COMPANY PROJECT .. ... ' WOO d''Wd' '-k5 Partial,Area Litecky Engineering, Inc. 41865 Boardwalk, Suite 208 Currier Residence e , Remodel / Addition ! No Load2 Palm Desert, CA 92211 50171 Calle Maria ., SOFMARE-FOR WOODDFfIGN', .' .' .. 0.00 8.'50 June 22, 200916:08. La Quinta, CA 92253 -- Beam #1 - Drop BM at Rear of Great Room.wwb Design Check Calculation Sheet Sizer 2004a . I I nAni4 ( Ibs. osf. or 61f) Load Type Distribution Magnitude Start End Location •(ft) Start End Pat - tern Loadl Dead Partial,Area 20.00 (9.00)* 0.00 8.50 No Load2 Live. Partial Area 20.00 (9,.00)* 0.00 8.'50 No Load3 Dead Partial Area 20.00(11.00)* 6.50 21.00 No . Load4 Live Partial Area 20.00(11.00)* 8.50 21.00 No Loads IDead lFull Area 1 15.00 (4.00)* L/240. No -Trioutary -W10Ln %11.) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Glulam-Unbal., West Species, 24F -1.7E WS, 3-1/8x19-1/2" (,vl S 7 00P'`g ^ Self Weight of 11.88 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001:- Criterion 001:Criterion Analysis Value Design Value Analysis/Design FACTORS: F CD CM Ct ' CL CV Cfu Cr Cfrt Notes Cn 2996 Dead 2794 Shear 2241 Live 2039 190 5237 Total 4832 1623 Fb' Bearing: fb/FbI ='-0.68 Dead Defl'n 2 LC number 2 (D --dead L=live S=snow -W=wind I=impact C=construction CLd=concentrated) 3.35 Length. 3.09 L/917 0.70 =. Glulam-Unbal., West Species, 24F -1.7E WS, 3-1/8x19-1/2" (,vl S 7 00P'`g ^ Self Weight of 11.88 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001:- Criterion 001:Criterion Analysis Value Design Value Analysis/Design ADDITIONAL DATA: FACTORS: F CD CM Ct ' CL CV Cfu Cr Cfrt Notes Cn LC# Fb'+ 2400 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - ' Shear fv = 109 Fv' = 190 fv/Fv' = 0.57 sending (+) fb = 1623 Fb' 2400 fb/FbI ='-0.68 Dead Defl'n 0.37 = L/680 (D --dead L=live S=snow -W=wind I=impact C=construction CLd=concentrated) Live Defl'n 0.27 = L/917 0.70 =. L/360 0.39 Total Defl'n 0.83 = 'L/303 1.05 = L/240. 0.79 ADDITIONAL DATA: FACTORS: F CD CM Ct ' CL CV Cfu Cr Cfrt Notes Cn LC# Fb'+ 2400 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 190 1.00 1.00 1.00 - - - - 1.00 1.00 1'.00' 2. Fcp' 500 - 1.00' 1.00 -, - - - 1.00 - - - E' 1.7 million 1.00' 1.00 - - - - 1.00 - - 2 Custom duration factor for Wind load = 1.33 Bending('+): LC# 2 = D+L, M =.:26789 lbs -ft Shear LC# 2 = D+L, V = 5237, V design = 4410 lbs Deflection: LC# 2 = D+L EI= 3283e06.lb-in2 Total Deflection = 1.50(Dead'Load Deflection) + Live -Load Deflection. (D --dead L=live S=snow -W=wind I=impact C=construction CLd=concentrated) (All.LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSUAITC A190.1-1992 3. GLULAM' bxd =actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3; 5.. GLULAM:,bearing length based on smaller of Fcp(tension), Fcp(comp'n). . . . . . ... . . . COMPANY PROJECT 0 6-3 Litecky Engineering, Inc. Currier Residence .41865 Boardwalk, Suite 208 Remodel / Addition ' ' 00' W- Palm Desert, CA 02211 50171 Calle Maria :4 . OFTWARE . 10 . R $ 000 DESIGAr June 22, 2009 1611 La Quinta, CA 92253 Beam #1 - Drop BM at Rear of Great Room -alt 6x option.wwb Design Check Calculation Sheet A T. Sizer 20048 LOADS (Ibs,psforplf) Load type Distribution Magnitude Location [ft] Pat - Start . End Start' End .-tern* I MAXIMUM REACTIONS (Ibs) and BEARING, LENGTHS (in 161 21' Dead 2842 D gri qn f. Iff Wsis/Design 3044 Live Loadl Dead Partial Arezi 20.00 (9.00)* 0.00 8.50 No Load2 Live Partial AreJ - 20.00 (9.00)-; 0.00 8.50 * No Load3 Dead Partial AreJ 20.00(11.00)- . 8.50 21.00 No Load4 Live Partial Are 20.00(11.00)* 8.510 2 No LoadS Dead Full Ar'a 15.00 (A.60)-, No. I MAXIMUM REACTIONS (Ibs) and BEARING, LENGTHS (in 161 21' Dead 2842 D gri qn f. Iff Wsis/Design 3044 Live 2039 fv/ Fv 0.43 Bending(+) 2241 Total 4881 Dead Defl'n 0.38 L 4 5286 Bearing: Live Defl1n 0.28.= L/ 0 . L/36 U* 1 6 0.39 Total.Defl'.n /2 1* wl!24\0 -- LC number 2 1A Za. V2.06 2 Length 1.90, Weight of :: tip= full, Analysis vs.- Allowable Stress ?So .7EWS, 5-1/8x16-1/2" tj S- F4/0D/11' p A-lv e Erz lorn Ily included in loads; p p r! s; Load combinations: ICC -IBC; NDS 2001 Criterion Anal ysis-Va D gri qn f. Iff Wsis/Design Shear fv 8 v fv/ Fv 0.43 Bending(+) fb Fb9 23 fb/ Fb 0.60. Dead Defl'n 0.38 L 4 / Live Defl1n 0.28.= L/ 0 . L/36 U* 1 6 0.39 Total.Defl'.n /2 1* wl!24\0 0.80 ADDITIONAL.DIT FACTORS: F cm, Ct C C Cfu Cr Cfrt Notes Cn LC# Fbl+ 2400 1 00 1.0 1.0 1. .1.00 1.00 1.00 1.00 - 2 Fv1 190 1. 1. .1. 1.00 1.00 1.00 2 Fcp 500 - 0 1 0 1.00 - - - E 1.7 million 1.00 .00 1.00 - - 2 Custom duration factor fo ind load 1.33 1 1 D A 00 on 1 1 C M 0 0 0 0 1 1 1 C t 0 0 0 0 1 C factor C V or fo nd load 3 33 2 D+ M 27041 1 s - ft 2 = D 5286, V de s design 2 = L' E 326 e 6 1 b- - n, 5 0( Dead Load Defection) ect Jon W wi s , I=. m ct C Bending(+): LC# 2 = D+ M = 1 s -ft Shear : LC# 2 = D ., V = .V design 4579 lbs Deflection: LC# 2 = L EI= 326leD6 lb -int .Total Deflection .50(pead Load Deflection) + Live Load Deflection. (D --dead L=live, =snow W=wind I=impact C=construction CLd=concentrated) .6 t .(All LC's are sted in the Analysis output) DESIGN NOTE a deflection limits ropriate for Your application. /e default cip 1 1 . Please verify tha its are ap lues 2. Glularn design lues are for materials conforming o AITC 117-2001 and manufactured in accordance With ANSUAITC All 90.1-1992 3. GLUI AM- hxd = actual breadth x actual depth. 4. Glularn Beams shall be laterally supported according to the provisions of NOS Clause 3.3.3. 5. GLU LAM: bearing length based on smaller of Fcp(t ansion), Fcp(comp'n). .COMPANY PROJECT' O /_ ©7 Litecky Engineering, Inc. Currier Residence.! 41865 Boardwalk, Suite 208 Remodel / Addition y WbiodW r' " J ..- Palm Desert, CA 92211 50171 Calle Maria 5OFnVA&FFOR WOOD Desiew June 22, 2009 16:13. La Quints, CA 92253 •' " Beam #2 - HDR at Rear of Great Room.vwwb Design Check Calculation Sheet . Sizer 2004a LOADS ( lbs, psf, or pif) r Load Type• Distribution Magnitude Location [ft] Pat - 325 Total Start End -Start End tern Loadl Dead Full Area 20.00(10.00)* LC number No Load2 Live. Full Area,'- 20:00(10.00)* No Load3 Dead Full Area, 15.00 (8.00)* No e *Tributary Width (ft.). 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LC number 2 z y2 Length 1.00d/ 1.00 \ r - Lum -soft, DAo. , 4x6" Self Wei f 4.57 pif a a scally in ded in los teral support: to ull, bottom= upports; L d combin s: BC; Analysis vs bl tress (psi) a eflectio u ng NDS 2001 Criteri A.Vy& Value D i g n ValueAWsis/DesiAE Shear v = .48 Fv' = 180 /Fv' = 0.26 Bending( fb 471. Fb' 1170 /b/Fb' _ 0 0 Dead 'Delf*n O1 = <L/99 Live 'Deft O1 = <L/9 0.11 /360: _ Total Defl'.n 0.02 = <L 9 0.16 290 ADDITIONAL DATA: FACTORS: F CD- _Ct0j CL'F '' Cfu r Cfrt Ci •Cn'. LC# Fb'+ 900 1..00 00 1. .00 300 1.00 0 1.00. 1.00 -.'- 2 Fv' 180 1.00 .00 .00 1.00' 1:00 2 Fcp' 625. 7 1.00 00 r - .00 '1.00 - , E' 1.6 mil n 1.00 - - - .00 1.00 - 2 Custom duration actor for Wi oa - 1.33 Bending(+)-: # 2 = D+L, M = 6 lbs -ft Shear C# 2 = D+L, .V = , V'design =s 612 lbs Deflecti . LC# 2 ='D+L EI= '' 78eO6 lb -int Total D ection = 1.50(Dead Load Deflection) + Live Load Deflection. - (D= d L=live S=snow W=wind I=impact C=construction CLd=concentrated) ( LC's are listed in the Analysis output) i DESIGN NOTES , 1. Please verify that the default deflection limits are appropriate for your application. e laterally supported according to the provisions of NDS Clause 4.4.1. 2. Sawn lumber bending members shall b y ppo 9 , p • COMPANY PROJECT:: c Litecky Engineering, Inc._ Currier Residence `n / ^ c 41865 Boardwalk, Suite 208 Remodel / Addition d V . - O W. 0, .'1 J.:.. Palm Desert, CA 92211 50171 Calle Maria FiWARiFOR WOOD DESIGN 4 a QUlnta; CA 92253 SO ' L June 22,2009161 - • Beam #3 -HDR at Rear of Kitchen.vvw Design Check Calculation Sheet . Sizer 2004a. i .LOADS (Ibs, psf, orlplf )' . *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and'BEARING LENGTHS.(in) - + . . , : tripp• ' t^' .r _f _ `' :. i`.. s : . ; , . <r; . s 1, ` .. i rr?;2 2 hvi' _< =.:: : ,. g•'. g<.sEr ^, iR .a W`r'C;=: s .'; ', `.. r,^.s?!1 '.,4 `c .(:?t .5#a:_,, ,.,Y.-...: ^" .,1 - 01, .,:. :u ;-: :. s.2 w's:. :r'c'u••ii:::,< Y:Y:?- ,,.",: ...d :•= +t . : ,Yum,.. . : u •. ,;;::;v,_ .;,3 f_ . .v :;Fx ,.. a7s1. 'rr.. + ".r %^` :. 3 , ..b„ ..'....., .:' z r.,r,.:. ss. o w: ,'•?>, ;:r3;._ :g''s - t . i'i .'+: .e. • :r -x s ,.t` y ''cy , ..._ <, -` :^nyv ,l , a',^ <. ;fii • ,k'+.L ;c;,, -.:yx . ,7. : •;,;:z„ r a5?"r'15r.R -5? ;,.. "y.. sunt s, ar,. a `= . ti .J`,..•. pc c AS." Es..L.,: pc,. 6., :`j'`-'" % 5.,.,I t. ,. Lam. `' k. +t4`_ •.`y-y..:C d r' . r- "'y,,', :r•;• ;:L:- .< :::.. ..?:r:..'s:S`.',r•,n..r'2>.; -r... e •K:;s/x:: . . •hg... 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(, .. yr ,. +'` .}:Z•:. ..,: -c,,.., >?s:`` : v.acz• ,w.. >n. } ..:'?7;`v'.'>`a' .n<,.<^ .:." .:A<.: • '+:: -.y c.',.. .r,. ..-t<..:+j%, f..li5'7;ctSr62. j.;e.,.E,•.:x>. x.r . >. tiy..x .. ` ; :<sr> ':o..s .,K: .:;. t".c'f! ::` +, tx: 'ilc • r7x.3 `c: e ,.i- 5 5 >.Ey ,v: -.yg' .-t ,: xir • .r:cfr ai?.. .r , S 3 .Y , , ... ..'t;x -,•.: ,; .> - ; „a{ . i'.$;ss. ,f;,t.. ;c. .:F ' :_ fs..y c'. .'.y,:,• T ".,.: „; fac.;r.=r ?ft< c. rt,,y„ "'et L; - : . ;"r;,'a . E•:''Y..'•`,':S i3, • ;,->.ix-r. .:.a" v:ix „m.. ( sfr,<', .f $<r!,. : !••.u, •2;re ,as,:: . tk', ,a .. _i .0< A=..r,_fil:e:+..a.,, : 4. ....V:. u"' -,i `=u < °. '•,. ;;rc ' :..n: .: .r , M ', E`%.-t: s:J.. z,<ca:., . •.'.'y.:. ..:d cxc l•:,: <.-.. • '. e..• .: . ' h'3:ea J .{; %:> >.,r':.. ,i ; u 3„,:,.. - '`: <. :Et: x. <.;a • . i:,u r;=raa :.. s^'G ' :w1 •.':: . 'c4.: :r..r,E,: yr ..a,:...., , ,.F.> . i:,.di 's . y. ^v ,. ...#'3!:#: 1..„;.a.' ;a:."-; ,',:y,,. K' Z:r4 :.,• ,,a;;:.::uisr ,:.. . t:. F.,s =+ .'^> : . ,' . :. yx<d: s: aS' z F . 'm > :> ,.'."< - ' - ".a. >1Y':._ _,.n.:_ ;`'f F,G:'4'`+-`Si ' s +^< ,::1rM ' .ENr. :. , st' -. ?< ;Yr`,.y „P. 9F;y2 •.,_,( . .3..w?^:. Y%- 'z- :-e.. : '% + "' h- ... M` :%^MAR': M1V::,= 5 ✓:r' -,.1a.. Y. `eliir•• 0, 6<-3.. Lumber- , D.Fir-L, No.2, 4x12" elf.Weight of plf automatically included in loads; Lateral port: top= full ttom_ at supports; Load combinations: ICC -IBC, - Analysis vs. Allowable Ask ) and DA tion (in) using NDS 200.1 , Criterion Anal lue Desi Value Analysis/Design -Shear fv 4 Fv' 180 fv/Fv' = 0.36 Bending(+) fb 611' 990 fb/Fb' 0.62. Dead Defl' A.00 <L/999 Live Defl' <L/9'99 2I = .L/360. % 0.09 ' Total Defl = <L/999 0.31`=. L/240 0.16 ADDITIONALVATA.:. •- v - - • FACTORS: FCMCL CF Cfu CrCfrt•.. Ci Cn LC# Fb'+ 900.00 00 -1..000 1.100 1.00 `.1.00 ' 1.00 ,1.00' - - 2 Fv' 180 .1.00 -1.00• .00 - - - 1.00•,1.00 1.00 2 - - -Fcp' 625 - 1.0 1.00 - - - _ 1.00 1.00 = . El. 1.6 million 1. 1.00 - - r - - 1.00 ;. 1.00 2 , Custom duration facto. or Wind load =.1.33 Bending(+): LC 2 +L, M = 3757 lbs -ft 1 Shear LC# 2 D+L', V = 2409, V.design = 1683 lbs,. Deflection: LC D+L EI= 664e06 lb -int » Total Deflecti = 1.50(Dead Load Deflection) + Live Load Deflection.'ti ' e. (D dead L= a S=snow W=wind I=impact C=construction CLd=concentrated)At (All LC's e listed in the.Analysis'output) DESIGN ES: y 1. Please veri that the default deflection limits are appropriate for your application. 2. Savor lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. , Load ,Type Distribution Magnitude Location [ft] Pat- Start- End Start End tern Loadl Dead Full Area- 20.00[17.50)* No ' Load2 Live Full Area 20:00(17.50)* No Load3 Dead Full Dead 1310. < 1310 Live 1099 .. - 1099 Total- 2409 •, - • 2909 Bearing: - • 2 LC number 2 _ 1'.10 Length Area 10:00.(6_00)* o' Dead 1310. < 1310 Live 1099 .. - 1099 Total- 2409 •, - • 2909 Bearing: - • 2 LC number 2 _ 1'.10 Length Litecky Engineering, Inc. 41865 Boardwalk, Suite 208 Palm Desert, CA 92211 and then using the °Printing& Title Block" selection. Title Block Line 6 Description ; TYP. FOOTING AT HARDY FRAME PANEL General Information Material Properties Pc : Concrete 28 day strength 2.50 ksi Analysis/Design Settings Calculate footing weight as dead load ? Yes Fy :Rebar Yield Ec : Concrete Elastic Modulus 40.0 ksi 3122 ksi Calculate Pedestal weight as dead load ? Min Steel %Bending Reinf.(based on'd) 1 0.0014 Concrete Density :Phi Values Flexure: 145 pcf 0.9 Min Allow % Temp Reinf (based on thick) 0.0018 Shear : 0.85 Min. Overturning Safety Factor Min. Sliding Safety Factor 1.5: 1 1 Soil Information .1.5: Allowable Soil Bearing 1.50 ksf Soil Bearing Increase Increase Bearing By Footing Weight. No - Footing base depth below soil surface ft Soil Passive Sliding Resistance 250 pcf Increases based on footing Depth .... (Uses enhy for 'Footing base depth below soil su lam' for kroe) Allow. Pressure Increase per foot ksf Coefficient of SoilitConcrete Friction0.3 when base footing is below It - Increases based on footing Width .. . Increase per; foot of width ksf when length -or- width is greater than ft Maximum Allowed Bearing Pressure 10 ksf ' (zero is no limit) Adjusted Allowable Soil Bearing ksf (Allowable Soil Bearing adjusted for footing weight and' depth & width increases as specified by user,). Dimensions & Reinforcing Distance Left of Column #1 - . 8:0 ft Pedestal dimensions... Col #1 Col #2 As As ' Between Columns = 1.50 ftBars Distance Right of Column•#2= 8:0 It Sq. Dim. = . in left of Col #1 Count Size #, d Actual Re q' Height = in Bottom Bars 3 5 0.930 0.6219 in^2 Total Footing Length = ..17.50 ft Top Bars .. 3 5 0.930 0.0 in^2 Footing Width = 1.50 It Bars Btwn Cols Bottom Bars 3 5 . 0.930 0.5832 in^2 Footing Thickness = 18 in Top Bars 3 5 0.930 0.0 in^2 Rebar Center to Concrete Edge @Top = . 3 in:. Bars Right of Col #2 Rebar Center to Concrete Edge @ Bottom = 3 in Bottom Bars 3 Top. Bars 3 5 5 0.930 ' 0.6219 in^2 Applied Loads . . 0.930 0.0 in^2 Applied @ Left Column DL Lr L S W E H Axial Load Downward = k Moment +CCM = `; Shear (+X) _. 58 0 : `r.•._...._ k -ft' Applied @ Right Column k Axial Load Downward = Moment (+CCW) = Shear (+X) _ 58.0 k k -ft Overburden = 0.150 • k • eta" - . .. Litecky Engineering, Inc. 41865 Boardwalk, Suite 208 Palm Desert, CA 92211 ` and then using the "Printing & Title Block". selection. Title Block Line 6 Description: . TYP. FOOTING AT HARDY FRAME PANEL . ESIGN.SUMMA .:. Ratio Item _ Applied Capacity Governing Load Combination PASS 0.2450 Soil Bearing . 0.3675 ksf 1.50 ksf 0.66D+1.3W . PASS •1.746 Overturning 75.40 k -ft 131.67 k -ft 0.66D+1.3W PASS .,No Sliding Sliding 0.0 k 7:957. k No Sliding PASS . No Uplift Uplift .0,0.k •0.0 k No Uplift , . PASS 0.08810 1 -way Shear -:Col #1 7.488 psi ' . 85.0 psi.* +11.40D PASS PASS 0.07339 1 -way Shear -Col #2 - • • 6.238 psi 85.0 psi.', +1.40D PASS 0.002014 2=way Punching - Col #1 0.3424 psi t 170.0'psi .. '+1.40D. PASS 0.002014 2 -way Punching -,Col #2' 0.3424 psi ,170.0 psi'. +1.40D PASS No Bending Flexure= Left of Col #1 - Top 0.0 k -ft 0.0 k ft " . N/A T' PASS . 0.1420 . Flexure - Left of Col #1 - Bottom k 5.748 k -ft 40.493 k -ft • +1.40D PASS . No Bending' Flexure - Between Cols -Top'' 0.0 k -ft " ' 0.0 k -ft , .. `NIA ": r PASS • 0:1985 Flexure - Between Cols - Bottom' 8.037 k -ft ' 40.493 k -ft • +1.40D r PASS No Bending Flexure - Right of Col #2 - Top. 0.0'k -ft. 0.0 k -ft NIA. PASS 0.6761 Flexure - Right of Col #2 - Bottom 27.379 k -ft ? 40.493 k -ft :, +1.40D ' ` il> Bea iri • , Eccentricity . Actual Soil Bearing Stress - Actual / Allow Load Combination... Total Bearing .. from Ftg CL @ Left Edge@Right Edge ` .Allowable ' Ratio +D 9.65 k +D+L+H 9:65 k 0.000 in 0.000 in 0.37 ksf' : ', '0.37 ksf 1.50 ksf 0.245 +D+Lr+H' 9.65 k - 0.000 in 0.37ksf , '. 0.37 ksf: 0.37 ksf .. 1.50 ksf 0.37 ksf 1.50 ksf 0.245 . 0.245 +D+W+H 9.65 k +D+0.750Lr40.750L+0.750W+H •'9.65 k 0.000 in 0.000 in 0.37 ksf 0.37 ksf . , 0.37 ksf 1.50 ksf 0.37 ksi '` 1.50 ksf . 0.245 0.245 +D+0.750L+0.750S+0.750W+H 9.65 k ;' 0.000 in 0.37 ksf , _ ."; 0.37 ksf 1.50 ksf . 0.245 +0 60D+W+H 5.79 k .. 0.000 in 0.22'.ksf 0.22 ksf 1.50 ksf • 0.147: ' • Moments about Left Edge k=ft Load Combination "Overturning •Moments about Right Edge k -ft ` Resisting . Ratio Overturning Resisting Ratio. D 0.00 75.40 0.00 131.67 999.000 1.746 0.00 0.00 _ , • 75.40 131.67 999.000 1.746 <sha ia` ':Sfati' it - Load Combination..: Sliding Force Resisting Force Sliding Saf g etyRatio _ • 0; 66Dt1.:3W..... ....... _. 0.00 k 0.00 k 7.96 k ° 6.99 k 999 999 FoofmgFlexure=fNa timumValues#oc;Load.Com mation" • ' ' . Load Combination... Mu Distance _ Tension from left Side - Governed As Req'd by Actual As • Phi•Mn Mu / PhiMn +1.40D 27.379 +1.20D+1.60Lr+0.50L+0.80W ., 27.379 17.442 Bottom • 17.442 Bottom 0.622Bendinq 0.930 40.493 Ofi22 Bending 0.930 0.676 +1.20D+0.50L+1.60S+0.80W 27:379 17.442 Bottom . 0.622 40.493 Bending 0.930 '40 493 0.676 0.676 +1.20D+0.50Lr+0.50L+1.60W 27.379 +1.20D+0.50L+0.50S+1.60W 27.379 17.442 Bottom , 17.442 Bottom. 0.622 " 0.622 Bendinq 0.930 40.493 Bendinq0.930 0.676 . 40.493 0.676- -.... hear.-.:..;..: ......:..:,:;.;' _ 9: - d Combination... Phi Vn vu @Col #1 vu @Col #2 Phi Vn vu @Col #1 vu @ Col #2 +1.40D 85.00 psi. . +1.20D+1.60Lr+0.50L 0.80W 85.00 psi ' 7.49 psi 5.94 psi • 6.24 psi 4.69 psi 170.00 psi 0.34psi ' 170.00 0.30psi 0.34 psi ' +1.20D+0.50L+1.60S+0.80W 85.00 psi 5.94'psi , . 4.69 psi psi :. 170.00 psi . 0.30psi 0.30 psi 0.30 psi ' +1,20D+0.50Lr+0:50L+1:60W s 8500 psi +1.20D+0.50L+0.50S+1.60W • . 5.94 psi 4.69 psi 170.00 psi ., 0.30psi 0.30 psi. .85.00 psi +0.90D+1.60W+1.6OH 85.00 psi 5.94 psi 3;61 psi 4.69 psi 2.36 170.00 psi 0.30 psi 0.30psi psi 170.00 psi 0.25psi 0.25 psi r TITLE 24 REPORT Title 24 Report for: Currier Residence 50-171 Calle Maria La Quinta, CA Project Designer: Report Prepared By: Joan D. Hacker Insu-form, Inc. 77-810 Las Montanas Road, Suite 201 Palm Desert, CA 92211 (760) 345-1352 CITY OF LA QUINTA BUILDING & SAFETY DEPT. Job Number: APPROVE® FOR CONSTRUCTION . J JJ JUL. 2 2 2009. DATE 3 BY Date: 7/17/2009 By The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.4 by EnergySoft Job Number: User Number: 2655 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary Room Load Summary 1 2 3 8 10 12 EnergyPro 4.4 by EnergySoft Job Number: User Number: 2655 Certificate Of Compliance : Residential (Part 1 of 4) CF -1 R Carrie Residence __ 7/17/2009 Project Title Date 50-171 Calle Marie I a Quinta Project Address Building Permit # Insu-farm, Inc: (760) 345-1352 Documentation Author Telephone Plan Check/Date F vPrn Complia ce Method ('A C'IimatP 7onP 15 Climate Zone Field Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 13.36 7.26 6.10 Space Cooling 155.95 130.05 25.89 Fans 21.86 17.99 3.86 Domestic Hot Water 12.52 12.52 0.00 Pumps 0.00 0.00 0.00 Totals 203.69 167.83 35.86 Percent better than Standard: 17.6% Building Type: [ij Single Family ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: ❑ Addition Q Existing + Add/Alt (NE) 45 deg Natural Gas Area: 402 ft 2 Avg. U: 0.83 Ratio: 20.8% Avg. SHGC: 0.70 --BUILDING ZONE.I_NFORMATION Zone Name Floor Area Volume OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall Wnnd 777 n lin R_11 R_n n 4.5 gn Wall Wnnd 220 n 11n R-11 R_n n 1:15 so Wall Wnnd A7 0109 R-1 I R_n n 1A0 gQ Wall Wnnd 37R n 11n R_11 R-QQ 225 An Wall Wnnd R7 a 110 R-11 _R -n 0 315 gQ Rnof Wnnd 276 n o32 R-30 R-0 0 45 p Wall Wnnd 324 n 1n2 R_13 R-0 n 995 gn Rnnf Wnnd 25 n 032 R-30 R -n o 135 Wall Wood 254 0 110 R_11 R n 0 45 _ q0 Door Nnne 40 n 500 NnnP R n n 4.9; go Wall Wnnd 220 n 110 R_11 R_n n 135 gn Wall Wnnd 57 0110 R_11 R -n n 1Rn gp Wall Wnnd 336 o 11n R_1l R-0 n 29S) An Wall Wnnd 300 0 110 R_11 R-0 n925 90 Wall Wond 179 n 110 R_11 R-0 0 315 qQ Wall Wnnd 252 0 110 R_1 l R_ n _agIl Rnnf Wnnd 1 Fin o ndg R_19 R_n n 45 0 Total Conditioned Floor Area Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: # of Units Thermostat Zone Type Type onditinned Setback Conditinned Sethack 1,929 ft2 1,904 ft2 0 ft2 1,929 ft2 8.9 ft 1.00 2 Vent Hgt. Area n/a -S n/a Gains Condition Y / N Status JA IV Reference Location / Comments I EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:3 of 13 1 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R Currier Residence 7/17/2009 Project Title Date FENESTRATION SURFACES # Type Area U-Factorl SHGC2 True Cond. Azm. Tilt Stat. Glazing Type Location/ Comments 1 Window Front (NE)) 132 er 1 2$0 11RO _6-A 0 _ 11_6,-B . 45 iL Fxis ting Sinplp Metal (Na C asita 2 Window Left (S) 33.4 0.550 NFRC 0.55 NFRC 180 90 Altered Double Non Metal Clear Casita 5 Existing REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 1.280 116-A 0_80 116-B Single Metal Clear pre -altered for above 4 Window Rear (SW) 22.2 1.280 116-A 0_80 116-B 225 90 Existing Single Metal Clear Casita 5 Window Right (NW) 13.2 1.280 116-A 0_80 116-B 315 90 Existing Single Metal Clear Casita 5 Window Rear (SW) _ 32.0 0_790 116-A 0_70 116-B . 225 9_ New Double Metal Clear Addition L Window Rear (SW) _ 64.0 0_790 116_A 0_70 116-@ 225 _2Q New Double Metal Clear Addition 8 Window Front (NE) 13.2 0.790 116-A 0.70 116-B 45 90 Altered Double Metal Clear Existing Living 5 Existing 8.0 6.0 0.1 6.0 0=870 NERC 0=70 NFRC Double Mtl Uncoated Default ore -altered for above 1Q Window Front (NE) _ 13.2 _ 0.790 116-A 0_70 116_B 45 __Q Altered Double Metal Clear Existing Living 11 Existing 0.76 4.8 2.1 0_870 NFRC 0_70 NFRC Double Mtl Uncoated Default ore -altered for above 12 Window Left (S) 13.2 0.790 116-A 0_70 116-B 180 90 Altered Double Metal Clear Existing Living 13. 14 Existing Window Rear (SW) 64.0 1_280 NFRC 0_80 NERC 1.280 116-A 0080 116-B Single Mtl Uncoated Default 225 90 RemovedSingle Metal Clear ore -altered for above Existing Living 15 Window Rear (SW) 64.0 0.790 116-A 0_70 116-B 225 90 Altered Double Metal Clear Existing Living 16 Existing 17 1.280 NFRC 0_80 NFRC Single Mtl Uncoated Default ore -altered for above 1 Window Rear (SW) 48.0 1.280 116-A 0_80 11R -R 225 90 RemovedSingle Metal Clear Existing Living _$ Window Right (NW) 17.9 0.790 116-A 0_70 116-8 315 90 Altered Double Metal Clear Existing Living _JR Existing 1.280 NFRC 0.80 NFRC Single Mtl Uncoated Default pre -altered for above 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. INTERIOR AND EXTERIOR SHADING Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Window Comments Overhanq Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 4.8 2.1 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 6.8 6.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 4.1 4.1 12.0 0.1 -J2-0* '12.0. 5 Bug Screen 0.76 4.8• 2.1 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 8.0 4.0 2.0 0.1 2.0 2.0 7 Bug Screen 0.76 8.0 8.0 6.0 0.1 6.0 6.0 8 Bug Screen 0.76 4.8 2.1 2.0 0.1 2.0 2.0 10 Bug Screen 0.76 4.8 2.1 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 10.0 3.6 2.0 0.1 2.0 2.0 14 Bug Screen 0.76 8.0 8.0 2.0 0.1 2.0 2.0 15 Bug Screen 0.76 8.0 8.0 2.0 0.1 2.0 2.0 17 0.76 8.0 4.0 2.0 0.1 2.0 2.0 Bug Screen 18 Bua Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Run Initiation Time: 07/17/09 16.55.04 Run Code: 1247874904 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:4 of 13 Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Concrete, Heavyweight 276 3.50 28 0.98 2 26-A1 Existing Casita / Slab on Grade Concrete, Heavyweight 25 3.50 28 0_98 0 26-A1 New Addition / Slab on Grade Concrete, Heavyweight 1,628 3.50 28 0_98 0 26-A1 New Existing Living / Slab on Grade Insulation Location/ Condition PERIMETER LOSSES Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 25 None No Insulation 26-A1 Existing Casita Slab Perimeter 12 None No Insulation 26-A1 New Addition Slab Perimeter 35 None No Insulation 26-A1 New Existing Living Run Initiation Time: 07/17/09 16.55.04 Run Code: 1247874904 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:4 of 13 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R Currier Residence Project Title Date 7/17/2009 FENESTRATION SURFACES True Cond. # Type Area U-Factorl SHGCZ Azm. Tilt Stat. Glazing Type Location/ Comments 20. Windnw Right (NW) 179 079 116 -A -A n -0 1116-R 315 __9Q-AItPrPd Douhle Metal Clear Fxistinp I ivinp 21 Existing 1.280 NFRC 0_80 NFRC Single Mtl Uncoated Default are -altered for above 22 Window Right (NW) 4.4 0.790 116-A 0_70 116-B 315 90 Altered Double Metal Clear Existing Living 23 Existing 1.280 NFRC 0_80 NFRC Single Mtl Uncoated Default pre -altered for above 2A Window Right (NW) 26.0 0.790 116-A 0_70 116-B 315 90 Altered Double Metal Clear Existing Living 2_a Existing 1.280 NFRC 0_80 NFRC Single Mtl Uncoated Default p.re-altered for above ?fi Window Right (NW) 10.0 0=790 116-A 0_70 116-B 315 90 Altered Double Metal Clear Existing Living 27 Existing 0.870 NFRC 0_70 NFRC Double Mt] Uncoated Default pre -altered for above ?$ Window Right (NW) 13.2 0.790 116_A 0_70 116-B 315 90 Altered Double Metal Clear Existing Living Z,q Existing 1=280 116-A 0_80 116.8 Single Metal Clear ore -altered for above M Window Right (NW) 13.2 0.790 116-A 0_70 116_B 315 90 Altered Double Metal Clear Existing Living 31 Existing 1.280 NFRC 0_80 NFRC Single Mill Uncoated Default pre -altered for above _32 Window Right (N) 179 0.790 116-A 0_70 116-8 0 qQ New Dnuhle Metal Clear Existing Living 33 Window Right (N) 33.4 1.280 NFRC 0_80 NFRC 0 90 RemovedSingle Mtl Uncoated Default Existing Living 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA. Dist. Len. Hgt. Dist. Len. Hgt. 20 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 22 Bug Screen 0.76 2.0 3.0 2.0 0.1 2.0 2.0 24 Bug Screen 0.76 4.0 4.0 2.0 0.1 2.0 2.0 26 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 28 Bug Screen 0.76 4.0 2.0 2.0 0.1 2.0 2.0 30 Bug Screen 0.76 4.5 3.0 2.0 0.1 2.0 2.0 32 Bug Screen 0.76 4.5 3.1 2.0 0.1 2.0 2.0 33 Bug Screen 0.76 6.8 6.0 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (so (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run Initiation Time: 07/17/09 16:55:04 Run Code: 1247874904 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:5 of 13 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R Currier Residence 7/17/2009 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type Casita Room Heat Pump 10.00 HSPF Room PTAC without Side 11.5 EER Existing Setback Living Zone Central Furnace 78% AFUE § ♦fflkri$ Conditioner 12.0 SEER Existing Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? Casita Ductless / with Ductless n/a n/a Existing No Living Zone 59ted Ducted Attic 4.2 Existing No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Standard Gas 50 gal or Less Small Gas No Pipe Insulation 1 40,000 50 Existing 0.53 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: VAIJ16L fe • TF%IZ —7.90W Title/Firm: j7A%V l e L_r, LA . Address: 70. 390 I_fW Y 11 j Flo e , IZ.AAJG-9 t JS/4- . 4 7-L-74 Telephone: D Lic. i `6 - gel k? (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) Documentation Author Name: Joan D. Hacker Title/Firm: Insu-form. Inc. Address: 77-810 Las Montanas Road, Suite 201 Palm Desert, CA 92211 Telephone: (760) 345-1352 (Signa e) (date) Certificate Of Compliance : Residential (Part4 of 4) CFA R Currier Residence 7/17/2009 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement 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. Plan I Field HIGH MASS Design - Verify Thermal Mass: 276 sqft Covered Slab Floor, 3.50" thick at Casita The HVAC System "Existing HVAC' is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. HIGH MASS Design - Verify Thermal Mass: 25 sqft Exposed Slab Floor, 3.50" thick at Addition HIGH MASS Design - Verify Thermal Mass: 1628 sqft Exposed Slab Floor, 3.50" thick at Existing Living HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan Field EnergyPro 4.4 by EnergySoft User Number. 2655 Job Number: Page:7 of 13 1 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. , DESCRIPTION Check or initial applicable boxes or check NA If not applicable and included with the ENFORCE - permit application documentation. N/A DESIGNER MENT Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ +§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). •§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. _ 1. Masonry and factory -built fireplaces have: ❑ Q ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed., ❑ ❑ ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. ❑ ❑ ❑' § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ ❑X ❑ CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/ExFltration Controls. ' ❑ ❑ ❑ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ Q ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑X ❑ Coefficient (SHGC), and infiltration certification. Page:8 of 13 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ Q ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑X ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ 0 ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ Q ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150 -AIB or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑X ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑' 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ❑X ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:8 of 13 ,Mandatory Measures Summary: Residential (Page 2 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial. applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑X ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed ❑ ❑X ❑ sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ ® ❑ 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ® ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ® ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ ® ❑ 7. Flexible ducts cannot have porous inner cores. § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ® ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ ® ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ Q ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d): § 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled ❑ 0 ❑ by an occupant sensor that complies with Section 119(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑X ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ 0 ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)B: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:9 of 13 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Currier Residence 7/17/2009 SYSTEM NAME FLOOR AREA Casita 276 Number of Systems 1 Heating System Output per System 28,000 Total Output (Btuh) 28,000 Output (Btuh/sgft) 101.4 Cooling System Output per System 27,600 Total Output (Btuh) 27,600 Total Output (Tons) 2.3 Total Output (Btuh/sgft) 100.0 Total Output (sgftrron) 120.0 Air System CFM per System 300 Airflow (cfm) 300 Airflow (cfm/sgft) 1.09 Airflow (cfm/Ton) 130.4 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK I COIL HTG. PEAK CFM ISensiblel Latent CFM Sensible 467 11,423 220 1 183 10,691 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 423 1 020 10 691 Fujitsu 24RLXQ 24,047 0 17,488 Total Adjusted System Output 2a,oa7 0 17,a88 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 of 70.0 of 70.0 of 124.8 OF e 777 Supply Air Ducts Outside Air O` 0 cfm 124.8 of Supply Fan Heating Coil 300 cfm ROOMS 70.0 of 70.0 of :DOLING SYSTEM PSYCHROMETI 11.0/77.6OF 78.0/63.4 311 ;01 Outside Air n cfm Supply Fan Cooling Coil 300 cfm 78.0/63.4 of k Return Air Ducts `i 78.0 / 63.5 of M 55.0 / 53.8 of o,. ...., n: n....a.. Supply Air Ducts 55.0 / 53.8 of 45.0% R.H. ROOMS 78.0 / 63.4 of I EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Paoe:10 of 13 1 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Currier Residence 7/17/2009 SYSTEM NAME FLOOR AREA Livinq Zone 1,653 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK I COIL HTG. PEAK CFM I Sensiblel Latent I I CFM I Sensible 1,400 37,398 3,302 669 31,807 0 7,017 4,105 0 0 0 0 01 0 0 0 0 7,017 4,105 51,4321 3,3021 F 40 017 Existing HVAC 48,773 0 70,000 Total Adjusted System Output48,773 0 70,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 OF 67.0 OF 67.0 OF 117,60F Supply Air Ducts Outside Air o ,,; ' O;o 0 cfm 114.7 OF Supply Fan Heating Coil 1300 cfm ROOMS 70.0 OF 67.0 OF k Return Air Ducts `i COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0/77.6°F 83.1 /61.3°F 83.1 /61.2°F 47.8/46.1°F Supply Air Ducts Outside Air Ox 0 cfm Supply Fan Cooling Coil 52.9 / 48.4 OF 1300 cfm 32.7% R.H. ROOMS 83.1/61.3 of 78.0 / 59.5 OF I EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:11 of 13 I ROOM LOAD SUMMARY PROJECT NAME Currier Residence DATE 7/17/2009 SYSTEM NAME Casita FLOOR AREA 276 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Casita Casita 1 467 11,423 1,020 467 11,423 1,020 183 10,691 PAGE TOTAL 467 11,4231 1,020 183 10691 TOTAL 1 467 11,423 F 1,020 183 10,691 EnergyPro 4.4 by EnergySoft User Number: 2655 'Job Number: Page: 12 of 13 ROOM LOAD SUMMARY PROJECT NAME Currier Residence DATE 7/17/2009 SYSTEM NAME Living Zone FLOOR AREA 1,653 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Addition Addition 1 299 8,001 826 299 8,001 826 112 5,318 ExistingLiving1 Existing Living 1,100 29,397 2,477 1,100 29,397 2,477 557 26,489 PAGE TOTAL 1 1,400 37,398 3,302 669 31,807 TOTAL 1 1,400 37,398 3,302 669 31,807 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page: 13 of 13