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AR (06-0028)P.O. BOX 1504 78-495 CALLE TAMPICO LA' QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 06-00000028 49495 AVENIDA.MONTERO 646-181-006.- - ADDITION - RESIDENTIAL LOW DENSITY RESIDENTIAL 43960 •44.f���f�INW BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: Owner: JOHN MCGRAIN 49-495 AVENIDA MONTERO LA QUINTA, CA 92253 rr Contractor: EDWARDS CONSTRUCTION 51455 DESERT CLUB DR LA QUINTA, CA 92253 (760)777-8202 Lic. No.: 684857 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/31/06 e MAR 3 0 2006 IN L LQPERA1IT ' LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION • I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: - Section 0 1 of Division 3 of the i ss and Profe ionals Code, and my License is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided L' nse la s: B License No.: 684857 1.e�e _ for by Section 3700 of the Labor Code; for the performance of the work for which this permit is , o, issued. Contractor: 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 OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of, perjury that I am exempt from the Contractor's State License Law for the Carrier CA INS Policy Number 460023330102 . following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any . + construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, - permit to file a signed statement that he or sheds licensed pursuant to the provisions of the Contractor's State and agree that, if I ou beco a sub'the workers' compens" on provisions of Section - ! License Law (Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code) or 3700 of the Labor Cod , 1 s II f rty with those provis'- ' that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5. by any hefor a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: �" , I ate.'-plicant: ~ �� " (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is hot intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS 15100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN. improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not, build or ' improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT - - - (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. - property who builds or improves thereon, and who contracts for the projects with a contractors) licensed 1 . Each person upon whose behalf this application is made, each person at whoserequest and for - pursuant to the Contractors' State License Law). whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_ I I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. Date: Owner: 2. Any permit issued as a result of this application becomes null and void if work is not commenced . - within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject, CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the o information ' rre t. I agree to comp with all - work for which this permit is issued (Sec. 3097, Civ. C.). city and c my ordinances and state laws relating to b ding nst cti , n eby authorize repre __atjves ' .' of this co my to enter upon the above-mentioned property fo cti n s. Lender's Name: .�% rL ate �J 1 gnature (Applicant or Agent)' ' Lender's Address: LQPERA1IT LQPE%NlIT Application Number . . 06-00000028 Permit BUILDING PERMIT Additional desc Permit Fee . . . . 375.50 Plan Check Fee .' 244.08 Issue Date . . . . Valuation 43960 Expiration.Date.. 9/27/06 Qty Unit Charge Per Extension BASE FEE 252.00 19.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 123.50 .Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 46.00 1 Plan Check Fee .11.50 Issue Date Valuation 0 Expiration Date .` 9/27/06 f . Qty Unit Charge .Per Extension BASE FEE 15-00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 2.00 6.5000 EA MECH VENT FAN 13.00 Permit ELECT - ADD/ALT/REM Additional desc . Permit Fee 36.56 Plan Check Fee 9.14 Issue Date . . . . Valuation 0 Expiration Date 9/27/06 Qty Unit Charge Per Extension BASE FEE 15-00 616.00 .0350 ---------------------------------------------------------------------------- ELEC NEW RES - 1 OR 2 FAMILY• 21.56 Permit . . PLUMBING Additional desc..' Permit Fee . . . . 120.00 Plan Check Fee 30.00 Issue Date . . . . - Valuation . . 0 Expiration Date 9/27/06 Qty Unit Charge Per Extension BASE FEE 15.Q0 17.00 6.0000 EA PLB FIXTURE 102.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 Special Notes and Comments 616 SF. ADDITION WITH 656 TRELLIS Application Number .06-00000028 ------------------- Special Notes and -------------------------- Comments - --- ADDITION WITH INTERIOR REMODEL PER PLAN ----------------------------------------------------------------------------- Other Fees . . . . . . . ENERGY REVIEW FEE 24.41 STRONG MOTION (SMI) - RES - 4.39 Fee summary Charged Paid Credited Due Permit Fee Total 578.06. .00 .00 578.06 Plan Check Total 294.72 .00 .00 294.72 Other Fee Total 28.80 .00 .00 28.80 Grand Total 901.58 .00 .00 901.58 LQPERMIT wtr-sz! C5--e� -` City of La Quinta Building u Safety Division • P.O. Box. 1504, 78-495 Calle Tampico r La Quinta, CA 92253-.(760) 777-.7012 Building Permit Application and Tracking Sheet Permit #/ QpZg �G `. _Project Address:"A d * 4- / S � ,&V Ek (( Imar's Name: Y-,4( A. P. Number: l p � 4 � —�4 Legal Description: �717 13 448 City, ST, Zip: Q('( Contractor: Telephone:—?7 W-- ,V, ' Address: Project Description: City, ST, Zip: Telephone: -7-7% d207 - State Lic. # : City Lic. #: irDesigner: Address: City, ST, Zip:S Telephone: State Lic. #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: -7 -2 E:> .2 d Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted a Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Os Construction Flood plain plan Plans resubmitted Mechanical Grading. plan' god Review, ready for orrections/ sue Electrical Subcontactor List Called Contact Person k P110100 Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted 3 (� Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Pn A.I.P.P. Pub. Wks. Appr Date of per issu � d School Fees Total Permit Fees 07 NS�ZRFC- #,Q.5 -!� '5 q*JL `bue <31-16 wet) seg 's CERTIFICATE OF COMPLIANCE ��Sc Desert Sands Unified Sc: District' Zgcs 1t>l �o - .. 47950 Dune Palms Road.: .. '¢ BERMUDA DUNES r. ' /+ C RANCHO MIRAGE Date'' 3/24/06. La Quintal CA 92253 • INDIAN WELLS'.' ti ^PALM DESERT No. 760, 777'9515 to - 140101O .. - Owner.' ,M/M John McGrain APN # 646-181-006-8 Address 49-495 Avenida Montero Jurisdiction, _ La Quinta .City . La Quinta . Zip 92253' Permit # Tract.# Study Area . Type New Residential Addition No. of Units Lot # No.. Street S.F. Lot # No.- Street S.F. Unit 1 . 49495 .Avenida. Montero. • ' 616. Unit 6. . Unit 2 Unit 7 Unit 3 Unit:8 Unit 4 Unit.9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under5 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: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant.to . Education -Code Section 17620 and Government Code 65995 Et Seq.. . in the amount of $2.63 X'616 '.S.F: or $1,620.08 have been paid for the property listed above and that ' building: permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. - Fees Paid By C/C-1st Bank, Bob Edwards Check No. 79509 Name on the check Telephone: 777;8202 Funding Residential . . By Dr. Doris Wilson Superintendent Fee collected /exem d bY Patri a Barbuzza Payment Recd -$o.00 �_:r �- $1,620:08 :Over/under `. Signature NOTICE: Pursuant to Government Code Sectio 6020(d)(1), this will serve to notify you -that the 90 -day approval period in which.you may protest the fees o r other payment identified above will 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 are paid to the Districts) or to another public entity.authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original =Building Department/Applicant Copy=.Applicant/Receipt Copy -Accounting. Section 1'=- General Section 2 -- Gravity Analysis Section 3 -= Lateral Analysis Section'4 -- Connections F t ` Prepared By: Satellite Offices: Concorde Consulting Group, Inc Concorde Consulting Group, ,Inc 3505 Camino Del,Rio South, #350 4511 E Sunnydunes, # E San Diego, California 92108 Palm Springs,'California Project No: 05-289 Revisior. 0 Dated: 12/5/2005rn For: Review �ArO PROFESS �r•Q rig �� YCi11P �O M g%& IL �� F�3os " z • v'� a/3p ,� + ^ • CAUFOFN� . SECTION 1 --GENERAL (LOADS, CODES, MATERIALS AND SPECIFICATIONS) A. Gravity Loads Roof Dead Load Roof 12 psf" ` Plywood 1.'5 psf Framing 2 psf Misc 1.5 psf Insul 2 psf Mech/E1 5 psf ; Subtotal 24 psf HENCE: Roof Dead Loads 24 psf Roof Live Loads 20 psf B. Lateral Loads -- SEISMIC Seismic Design Base Shear (1997 UBC Section 1630.2.1) Soil Profile = Sd �. Zone Factor = 0.4 Seismic Coeff, Ca = 0.40 Na. Near Source Na = 1.5 Coefficient, R (1997 UBC Table 1'6-N) Steel OMRF/Masonry, R =4.5 Light bearing 5.5 (wood) Cantilevered C = 2.2 Seismic Shear, V = (3.0 Ca*I/R)W (3.'Ox0.44xl.1/R) W V shear walls = 0.264W (for wood) V cantilevered cols = 0.720 w(for TS Cols) V masonry walls = 0.352 W (for Masonry) ' Load divisor = 1.4 ASD Design V = (0.264/1.4) W = -0.19W (Wood) ASD Design V = (0.352/1.4) W = 0.25W(for Masonry) ASD Design V = (0.720/1.4) W = 0.51W(for TS Columns) C. Lateral Loads.- WIND Wind Speed = 80 mph A ► Y ," Basic Wind Pressui 16.4 psf + < Exposure = C r Factor, Ce 1.13 Factor, Cq = 1.3 Factor, I = 1' ' t Effective Wind Pressure.= gxCgxCexI = 16.4x1.13x1.3xl.0 ,24.09, say' 25.0 psf D. Code: 2001 CALIF BUILDING CODE (1997 UBC CODE PARAMETERS) E. Soils Parameters -provided by: q (allowable) 1000 psf F. Material Parameters Steel , Structural Steel Shapes/FASTM A36 Structural Tubes .• ASTM A-500, Grade,B Structural Pipes ASTM A-53, Grade B r , G. Concrete t Normal Weight f'c (28days) 2500 psi Masonry' f'm 1500 psi H. Lumber Lumber Douglas Fir Larch # 1 I. . BOLTS -Typical ASTM A-307 High Strength 'ASTM A-325 only when noted- - J. WELDING Typical E-70XX electrodes r �+ l 3 - o a X44" , 1. ✓ Zx � � zy arc ✓ .6 -Aro S3 -%(3 = �a" G. Concorde Consulting Group, Inc , 3505 Camino Del Rio South, # 350, San Diego, CA 92108 3 McGrain Roof 103 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 Choice • 6x 12 DF-L #2 BASE Fb = 875 ADJ Fb = 1094 Conditions '91 NDS ' Min Bearing Area R1= 2.4 int R2= 2.4 int DL Defy . 0.10 in ? Data F Attributes Actual Critical Status Ratio Values Adiustments BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 220 =A Uniform LL: 100 i Uniform Load A R1 = 1530 R2 = 1530 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft: , Concorde Consulting Group, Inc' 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain t Roof 104 '' Prepared by: KMK • Date: 12/08/05 413eamChek 2.2 Choice 6x 12 DF -L #2 BASE Fb = 875 - ADJ Fb = 1094 Conditions '91 NDS Data Attributes Actual Critical Status Ratio Values Adiustments BeamChek has automatically added the beam self -weight into the calculations. ` Loads Uniform TL: 506 =A Uniform LL: 230 s Uniform Load A R1 = 2346 R2 = 2346 SPAN = 9 FT Uniform and partial uniform loads are lbs per lineal ft. i to Concorde Consulting Group, Inc 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain Roof t 110 Prepared by:"KMK - Date: 12/08/05 BeamChek 2.2 Choice 5-1/8x 12 •GLB 24F -V4 DF/DF ' BASE Fb = 2400 ADJ Fb = 3000 Conditions r Min Bearing Area' R1= 5.8 int ,R2--'5.8 int DL Defl 0.29 in Suggested Camber 0:44 in Data Attributes Actual Critical Status Ratio Values Adjustments BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 486 =A Uniform LL: 160 - i • t f' _ ` Concorde Consulting Group, 'Inc = - 3505 Camino Del Rio South, # 350, San Diego, CA 92108 E ` McGrain Roof 111 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 : Choice 5-1/8x 18 GLB 24F -V4 DF/DF BASE Fb = 2400 ADJ F.b = 2855 Conditions ' Min Bearing Area R1= 9.0 in R2= 9.0 int 'DL Defl ' 0.49 in Suggested Camber 0.73 in, Data •Attributes Actual Critical Status Ratio Values Adjustments Beam Span 23.0 ft Reaction 1 5847 # Reaction 1 LL - 1840 # Beam Wt per ft 22.42 # Reaction 2. ' 5847 # Reaction 2 LL 1840 # Beam Weight 516 # Maximum V 5847 # Max Moment 33619'# Max V (Reduced) 5084# , TL Max Defl L;/ 240 TL Actual Defl L / 387 LL Max Defl L / 360 LL Actual Defl L / >1000, Concorde Consulting Group, Inc 3505 Camino Del Rio South, # 350, San Diego, CA 92108 ' McGrain 'Roof ` 110A Prepared by: KMK Date: 12/08/05 BeamChek 2.2 l • Choice 5-1/8x 22-1/2 GLB 24F -V4 DF/DF BASE Fb = 2400 ADJ Fb = 2817 - Conditions J Min Bearing Area' R1= 21.5 in2R2= 11.1 int DLDO0.40 in Suqqested Camber 0.59 in Data Attributes Actual Critical Status Ratio Values Adiustments BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 364 = A Uniform LL: 100 Point LL ,Point TL Distance 3200 B = 7942 7.0 2000 C = 5016 2.0 i Uniform Load A } ' Pt loads: R1 = 13949- R2 = 7241 SPAN = 21 FT Uniform and partial uniform loads are lbs per lineal ft. TS } • i Concorde Consulting Group, Inc 3505 Camino Del Rio South, # 350, San Diego, CA 92108 ` McGrain Roof j Trellis Prepared by: KMK Date: 12/08/05 BeamChek 2.2 Choice 3-1/8x 12 GLB 24F -V8 DF/DF BASE Fb = 2400 AN Fb = 3000 Conditions Overhang; Min Bearing Area R1= 0.9'inz R2= 1.8 in' DL Defl 0.04 in Data . A Attributes Actual Critical Status Ratio Values Adjustments Beam Span ' 14.5 ft Reaction 1 569 # Reaction 1 LL 256 # Beam Wt per ft 9.11 # Reaction 2 Y 1168 # Reaction 2 LL 524 # Beam Weight 178 # Maximum V 723 # Overhang Length. ' 5.0 ft Max Moment 1813'# Max V (Reduced).. 634 # Total Beam Length •-19.5 ft TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl ' Cl>1000 OH LL Actual Defl L / >1000 Section (in3) Shear (int) TL Defl (in) LL Defl " OH TL Defl . OH LL Defl 75.00 37.50 0.08 0.03 0.02 0.01 7.25 4.00 0.73 .0.48 0.50 0.33 OK OK OK --OK OK OK 10% 11 % 11% .7% 4% 3% BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 80 =A Uniform LL: 40 (Uniform Ld on Backspan Only) Par Unif LL Par Unif TL Start End 40 K = 80 (OH) 0 5.0 Uniform Load -A K R1 = 569 R2 = 1168 BACKSPAN = 14.5 FT OH = 5 FT t `� Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. ro (psi) ry (psi) t (psi x mn) r -c! (psi) Base Values 2400 190 ' 1.8 ` 650 Base Adjusted - 3000 238 _ 1.8' 650 Cv Volume 1.000 Cd ' Duration 1.25 1.25 ' Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 80 =A Uniform LL: 40 (Uniform Ld on Backspan Only) Par Unif LL Par Unif TL Start End 40 K = 80 (OH) 0 5.0 Uniform Load -A K R1 = 569 R2 = 1168 BACKSPAN = 14.5 FT OH = 5 FT t `� Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. r BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 80 =A Uniform LL: 40 (Uniform Ld on Backspan Only) Par Unif LL Par Unif TL Start End 40 K = 80 (OH) 0 5.0 Uniform Load -A K R1 = 569 R2 = 1168 BACKSPAN = 14.5 FT OH = 5 FT t `� Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. • Attributes Actual Critical Status Ratio Values Adiustments i BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 210 = A Uniform LL: 105 Uniform Load A 0 R1 = 2368 " R2 = 2368 SPAN = 21.5 FT Uniform and partial uniform loads are lbs per lineal ft. Z a • ' Concorde Consulting Group, Inc - 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain Roof " 107/106 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 Choice 3-1/8x 13-1/2 GLB 24F -V4 DF/DF -BASE Fb = 2400 ADJ Fb = 3000 Conditions ' Min Bearing Area R1= 3.6 int R2= 3.6 int DL Defl 0.48 inSuggested Camber0.72 i Data Beam Span 21.5 ft Reaction 1 2368 # Reaction 1 LL Tt# Beam Wt per ft 10.25 # Reaction 2 2368 # Reaction 2 LL 1129 # Beam Weight . 220 # Maximum V 2368 # Max Moment 12726'# Max V (Reduced) „2120 # ' TL Max Defl L/240 TL Actual Defl L / 281 LL Max DO L / 360 LL Actual Defl L / 590 Attributes Actual Critical Status Ratio Values Adiustments i BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 210 = A Uniform LL: 105 Uniform Load A 0 R1 = 2368 " R2 = 2368 SPAN = 21.5 FT Uniform and partial uniform loads are lbs per lineal ft. Z a • - Concorde Consulting Group, Inc ' 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain Roof 105 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 'Choice 5-1/8x 13-1/2 GLB 24F -V4 DF/DF .BASE Fb =2400 ADJ Fb = 2958 Conditions : .Min'Bearing Area R1= 3.8 int R2= 3.8 int DL Defl 0.31 in Suggested Camber 0.46 in , Attributes Actual Critical Status Ratio Values Adiustments BeamChek has automatically added the beam self -weight into the calculations. , Loads Uniform TL: 210 = A Uniform LL: 105 f • Uniform Load A " R1 = 2438 R2 = 2438 SPAN = 21.5 FT Uniform and partial uniform loads are lbs per lineal ft. ' Y Concorde Consulting Group, Inc +t 3505 Camino Del Rio South, # 350, San Diego, CA 92108 r McGrain .,Roof , 109 ' Prepared by:.KMK Date: 12/08/05 BeamChek 2.2 Choice 6x 8 DF -L #2 BASE Fb = 700. ADJ Fb = 875. Conditions '91 NDS • '. Min Bearino Area. R1= 1.0 int R2= 1.0 inz DL Defl w 0.08 in Attributes Actual Critical Status Ratio Values Adiustments • BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 100 = A • Uniform LL: 50 " Uniform Load A R1 = 605 R2 = 605 • I SPAN = 11 FT ' Uniform and partial uniform loads are lbs per lineal ft. ` Concorde Consulting Group, Inc , Y 3505 Camino Del Rio South, #-350, San Diego, CA 92108 S McGrain Roof , •- • Roof Rafters Prepared by: KMK Date: 12/08/05 BeamChek 2.2 ' Choice 2x8 DF -L #2 BASE Fb = 875 ADJ Fb = 1313 Conditions '91 NDS ' Min Bearing Area R1= 0.5 in- R2= 0.5 int DL Defl' 0.05 in Attributes Actual Critical Status Ratio Values Adiustments 4 BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 88 = A Uniform LL: 40 Uniform Load A R1 = 340 R2 =•340 , SPAN = 7.5 FT , Uniform and.partial uniform loads are lbs per lineal ft. a r Concorde Consulting'Group, Inc 3505 Camino Del Rio South, # 350, San Diego, CA.92108 • ti McGrain Roof _ 112 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 Choice 5-118x 15 GLB 24F -V4 DF/DF BASE Fb = 2400 ADJ Fb = 2927 - Conditions Min Bearing Area R1= 5.8 in' R2= 5.8 in Z` DL Defl 0.37 in Suggested Camber 0.55 in Data Attributes Actual. Critical Status . Ratio Values Adiustments .r BeamChek has automatically aooeo the Deam self-weignt into the caicuiauons. J, Loads Uniform TL: 330 = A . Uniform LL: 150 - y Uniform Load A R1 = 3748 R2 = 3748 'SPAN 21.5 FT Uniform and partial uniform loads are lbs per lineal ft. j ^ t ',Concorde Consulting Group, Inc •' 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain , Roof 100 Prepared by: KMK ' Date: 12/08/05 BeamChek 2.2 Choice 6x 6 DF -L #2 BASE Fb = 700 ADJ F = 875 . Conditions '91 NDS ' a Min Bearing Area R1= 0.5 int R2= 0.5 in' DL Defl <0.01 in. •'� Data Attributes Status Ratio Values Adjustments Section (in 3) Shear (in 2) TL Defl (in) LL DO 27.73 30.25 0.01 <0.01 , 3.85 3.34 0.17 •0.12 OK OK OK OK ' 14% 11% 4% 2% • BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 176 = A Uniform LL: '80 ' Uniform Load A R1 = 321 R2 = 321 SPAN = 3.5 FT ,a Uniform and partial uniform loads are lbs per lineal ft. Concorde Consulting Group, Inc 3505 Camino Del Rio South, # 350, San Diego, CA 92108, McGrain Roof „ e 102 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 a. , Choice 6x 6 DF -L #2 BASE Fb = 700 ADJ Fb = 875 Conditions '91 NDS Min Bearing Area R1= 0.8 int R2= 0.8 int DL Defl0.02 in Data Beam Span 5.5 ft Reaction 1 504 # Reaction 1 LL 220 # Beam Wt per ft 7.35 # Reaction 2 504 # Reaction 2 LL 220 # Beam Weight 40 # Maximum V, 504 # Max Moment 693'# Max V (Reduced) 420 # TL Max DO L / 240 TL Actual DO L/>1000 LL Max Deft L / 360 LL Actual Defl L/>1000 Attributes Section (in3) Shear (int) TL DO (in) LL Defl Actual 27.73_ 30.25 0.04 0.02 Critical 9.51 5.93 0.28 0.18 Status OK OK OK OK Ratio 34% 20% 14% 9% Fb (psi), Fv (psi) E (psi x mil) Fc -L (psi) Values Base Values 700 85 1.3 625 Base Adjusted 875, 106 1.3 625 Adjustments CF Size Factor 1.000 Cd Duration 1.25 1.25 ` s • Cr Repetitive Ch Shear Stress Crr Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 176 = A Uniform LL: 80, Uniform Load 'A s r R1 = 504 R2 = 504 ° . - ' SPAN ='5.5 FT Uniform and partial uniform loads are lbs per lineal ft.' _ s BeamChek has automatically added the beam self -weight into the calculations.. Loads Uniform TL: 132 = A Uniform LL: 60 Point -LL Point TL Distance 1500 B = 3748 5.25 Uniform Load A " Pt loads: R1 = 2645 R2 = 2645 SPAN = 10.5 FT Uniform and partial uniform loads are lbs per lineal ft. Concorde Consulting Group, Inc 3505 Camino Del Rio South, # 350, San Diego, CA 92108 y. McGrain Roof 113 Prepared,by: KMK • . Date: 12/08/05 • , BeamChek 2.2 •' Choice 5-1/8x 12 GLB 24F -V4 DF/DF BASE Fb = 2400 ADJ Fb = 3000 Conditions Min Bearing Area R1= 4.1 int R2= 4.1 int, DL Defl 0.11 in Suggested Camber 0.16 in Data Beam Span ' 10.5 ft Reaction 1 2645# Reaction 1 LL 1065 # Beam Wt per ft 14.94 # Reaction 2 2645 # .Reaction 2 LL . 1065 # Beam Weight 157 # Maximum V 2645 # Max Moment 11864'# Max V (Reduced) ' 2499 # ' TL Max Defl. L / 240 TL Actual Defl L / 712 ' LL Max Defl L / 360 LL Actual'Def] �� ' L / >1000 Attributes Section (in 3) Shear (in Z) TL Defl (in) LL Defl Actual 123.00 61.50 0.18 0.07. Critical 47.45 15.78 0.52 0.35 -3 Status OK OK OK • OK t ' Ratio 39% 26% 34% 20% M Fb (psi) Fv (psi) E (psi x mil) Fc ± (psi) " Values Base Values 2400 190 1.8 650 Base Adjusted 3000 238 1.8 650 Adiustments Cv Volume 1.000 Cd Duration* 1.25 1.25 Cr Repetitive Ch Shear Stress • , Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations.. Loads Uniform TL: 132 = A Uniform LL: 60 Point -LL Point TL Distance 1500 B = 3748 5.25 Uniform Load A " Pt loads: R1 = 2645 R2 = 2645 SPAN = 10.5 FT Uniform and partial uniform loads are lbs per lineal ft. Concorde Consulting Group,,Inc r ' 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain Roof 108 Prepared by: KMK ` Date: 12/08/05 BeamChek 2.2 Choice 6x6 DF -L #2 BASE Fb = 700 ADJ Fb = 875 Conditions '9.1 NDS w • Min Bearinq Area R1= 0.6 inz R2= 0.6 int -DL Defl 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments BeamChek has automatically added the beam self -weight into the calculations. , Loads Uniform TL: 100 = A Uniform LL:' 50 Uniform Load A R1 = 349 R2 = 349 + SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. Concorde Consulting Group, Inc 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain Roof 109 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 ` Choice 6x 12 DF -L #2 BASE Fb = 875 ADJ Fb = 1094_ Conditions '91 NDS Min Bearing Area R1= Z.0 int 'R2= 3.0'in2. DL DO 0.07 in Data t Attributes Actual Critical Status Ratio Values .. Adiustments ' BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 364 = A Uniform LL: 100 Uniform Load A R1 = 1897 + R2 = 1897' SPAN = 10 FT .Uniform and partial uniform loads are lbs per lineal ft. Concorde Consulting Group, Inc '. 3505 Camino Del Rio South, # 350, San Diego, CA 92108 McGrain Roof 115 Prepared by: KMK Date: 12/08/05 BeamChek 2.2 , ,.Choice 5-1/8x 12 GLB 24F -V4 DF/DF BASE,Fb = 2400 ADJ Fb = 3000 /Conditions ; ` Min Bearing Area R1= 5.1 int R2= 5.1 in' DL Defl 0.04 in Suggested Camber 0.05 in Attributes Actual Critical Status Ratio • Values Adiustments BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL. 100 = A Uniform LL: 50 •Point LL Point TL- Distance 3000. B = 5847 3.5 Uniform Load A Pt loads: © ' R1 = 3326 R2 = 3326 SPAN = 7 FT Uniform and partial uniform loads are lbs per lineal ft. a l.oAIDS _ W�DTc-i el GTy f�Fsts��^�tF - 38- . z- -r s • " 3 .. T S 3g 10 T 2 Z ' Zp . Y : Active - c-3 cult' N1 ar- ource - e . _ Zones - .. _�... � • _ This map is intended to be usedAn conjunction With the 1997. . Uniform Building Code, Tables 16-S and 1 ` 6-T •t California Departmerifof C Division,of Mines and Geo —� - � >. �, Vii' : _� �' ♦ IN i `, � ' ,.. ��' - °�8�.;' mss' % ♦ l , - ( �-tom*.' i - - p' � 1 `' ',, "' Y1� _'. �'�^' '°i{ �\ ' % \�^ .�. ' ^ . • � r` L YF ,L / y �'�\� - i ¢ .'L . \ ,e�\, 1 I - .''• 'Palm Desert -10V LEGENI 'R-74 �/ —, rid, e� �• 1- I Se= expanded Icaend < , ' _ �l -L. .-^"" 3 - ^ ♦♦'•, I Shaded ;ones are wilhii seismic sources. \' LI T IC - \ - I Contours of closes) harizo 4� to known seismic sources. b. eo `" is approriinately i alron August; 1997 .72 r s ` SHEA R T • TJI --- � ALL , PLATE NAILING SHEAR SHEAR TJ I BLK'G MICRO LAN RIM >>T3BOL (PLP) _ —MWT7ERIAL AND NAILING DESCRIPTION JST./BLK'G IS/ ]G d C B" O.C. ANCHOR BOLT SCHED. 180 I STUCCO WOVEN A7RE AND PORTLAND CEMENT PLASTER ,/6" THICK yl] GAUGE ] 1/2" LONG 7/16" LEG ®6" O.C. 6/8"W ANCHOR BOLTS @ 48" 16 d @ 6" O.C. 16 d @ 6" O.C. A35 @ 16" O.C. 10 d @ 4" O.C. O.C. i 260 380 # 3/8" COX PLYWOOD 8d @ 6" O.C. E.N. k 12"O.C. F.N. 3/8" COY, PLYWOOD 8d @ 4" O.C. E.N. & 12", O.C. F.N. ON 3x MEMBERS (STUD AND SILL PL4TE) 6/8"0 ANCHOR BOLTS (91 36" O.C. 5/8"0 ANCHOR BOLTS 2 3 490 # 3/8" CDX PLYWOOD Bd @ 3" O.C. E.N. & 12" O.C. F.N. ON 3x MEMBERS (STUD AND SILL PLATE) @ 24 " 0. C. 5/8"m ANCHOR BOLTS STAGGERED 550 # 3/2" @ 19" O.C. L STRUC 1 PLYWOOD 8d, @ 3" O.C. Q.N. & 12" O.C. F.N. 5/8"W ANCHOR BOLTS Lam, 665 # 1/2 STRUC 1 PLYWOOD ]Od @ 3" O.C. E.N. & 12" O.C. F.N. ON 31 MEMBERS (STUD AND SILL PLATE) @ 17" O.C. 5/9"0 ANCHOR BOLTS 3 1 \ • L_ X30 # 3/8" STRUC 1 PLYWOOD 8d @ 2" D.C. E.N. & 12" O.C. F.N. 014 3x MEMBERS (STUD AND SILL PLATE) @ 22" O.C. 1 5/8"A ANCHOR BOLTS 3 Al 670 # 1/2 STRUC 1 PLYWOOD ]Od 0 2" O.C. E.N. & 12" O.C. F.N. ON 31 MEMBERS (STUD AND SILL PLATE) 1 @ 20" O.C. I 5/8"6 ANCHOR BOLTS 3 \ 3� 300 -3/8" CDX PLYWOOD @ 16" O.C. I 6d @ 4" O.C. E.N. & 12" O.C. F.N. 5/8"0 ANCHOR BOLTS 8" O.C./80x6" LAGS @ B" O.0 @ 24" O.C. SCHEDULE MINI MUP—B-O' Yum CONVENTIONAL TJI --- jST-SW.-TRANSrER PLATE NAILING SHEAR TRANSFER TJ I BLK'G MICRO LAN RIM NAILS & BLOCKS S11,1FSON CLIPS TO PLATES JST./BLK'G IS/ ]G d C B" O.C. sll.fPSON .CLIPS A35 V 24"'O.C. 10 d @ 6" O.C. A35 Ce` 24" O.C. 16 d @ 6" O.C. 16 d @ 6" O.C. A35 @ 16" O.C. 10 d @ 4" O.C. STAGGERED A35 @ 1.6" 0.C' 16 d @ 4" O.C. 16 d @ 4" O.C. A35 @ 12" O.C. 10 d @ 4" O.C. STAGGERED A35 @ 12" O.C. 16 d @ 3" O.C. —� A35 rs B" O.C; A35 @ B° 0.C. I6 d @ 3" O.C. A 3 5 @ 8" O.C. 8" O.C./80x6" LAGS @ 8" O:C NTO 4x BLK'G —�— A35 @ B" O.C. 8" O.C./80x6" LAGS @ B" O.0 NTO 4x BLK'G —� A36 @ 6" O.C." MC G.C. `/Box6".LAGS @.6" O.CNTO 4x BLK'G A35 ^a 6" O.C. D.C. 16 d 4" O.C. I6 d @ 4" O.C. A35 @ 12" D.C. 12'= 0 C RED SH ARW4 I NOTES • - 1. STUCCO AND/OR W/ VENEER OVER A PLYWOOD SHEARWALL WILL BE WATERPROOF SIMPSON HOLDOWN CAPACITIES WITH A MIN OF (2) LAYERS OF 15 LB PAPER. HD2A WITH 6x6 POSTL + 2. ONLY COMMON NAILS ARE TO BE USED FOR ALL PLYWOOD SHEARWALLS. = 2780„ HD2A WITH 4x4 POST 2775 3: NAIL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE WITH WITH 6x6 POST = 3880, HDSA WITH 4x4 POST = 4010 HD6A WITH 6X6 POST = 5610b HDSA WITH 4x4 POST = 5105 4. ALL BOLT HOLES TO BE DRILLED 1/32" MIN, TO 1/16" ),IAX OVERSIZED. HDSA WITH 6x6 P -7910,E HDSA WITH 9x4 POST = 7960 ' 5. USE DOUGLAS FIR #2 PRESSURE TREATED SILL- PLATES. ENGINEER TO BE NOTIFIED FOR REDESIGN IF OTHER SPECIES SILL PLATES ARE USED _ (OR ARE A PART OF EXISTING BUILDING). SHEARWALL SCHEDULE ' #6. WHEN PLYWOOD PANEL IS REQUMED.ON BOTH SIDES: 3x SILL SCALE: N.T.S. 2) PLATE AND 3x STUDS ARE REQUIRED, AB SPACING TO REDUCED.TO 50% OF THAT SHOWN IN TABLE ABOVE. - - • i f SUMMARY OF LATERAL DESIGN FOR-EQ/WIND LOADS (ONE STORY) ... Grid Abase , A depth V eq (pst) V wind (psf) Effective Plate Ht (ft) EQ Load (Ibs) Wind Load (lbs) Governing Lateral Load (lbs) Shear Wall Length (ft) Total Wall Length (ft) Unit Shear /1/ l s) ype o Gross Uplift in Shear. Lbs Wall Holdowns Roof A 23 19 5.7 1 25 8 - 1245 1150 1 1245 $ 8 156 1245' A.1 9 38 - 5.7 25 , 8 975 450 975 l 1 975• -• 2—? CoLS A.2 27 38 5.7 25 10 .2924 1688 2924 4 4 731 C 10 38 5.7 25 12 1083 1500 1500 1 1 1500 3 ITS 1049 ZVN C.OL.$ 1 20 23 5.7 25 8 1311 1000 1311 to10 131 2 20 23 5.7 25 8 1311 1400 • 1400 I 1 1400 y S %7 S••, • z,- g a� $o. ZS 31 2531 Z�' 31 Z.-Sw Ig x _ lb ?. S CAre � Sea Y 4 e ®.OWN h. A = YL N 1,2Sa -®-•a H - �2 --� � 125 Egli v. - -Zs - oR -K xY z 97s �►v«� .,(rte i A: X693; . _ _ . �� ® �' �'6� ��++►,,,,, x,..11- ant - .., .: r " , • �R �D A•� TITLE 24 REPORT Title 24 Report'for: r Mr. & Mrs. John McGrain 49-495 Avenide Montero La Quinta, Ca 92253 Project Designer: Robert A. Pitchford, Design & Drafting 41-625 Eclectic, #A-2 Palm Desert, CA 92260 (760) 346-2856 Report Prepared By:' Tim Scott H & H Air Conditioning 74-991 Joni Drive #20 Palm Desert, CA 92260-2043 (760) 340-3088 CITY OF LA QUINTA Job Number: BUILDING & SAFETY DEPT,. APPROVED. FOR CONSTRUCTION DATE c3 -.q/• Olv BY oS__ -: =— Date: pFK 3/14/06 T,he EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is t authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiericy Standards. This program developed by EnergySoft, LLC - www:energysoft.com. EnergyPro 4.0 by EnergySoft Job Number: User Number: 5533 EnergyPro 4.0 by EnergySoft - Job Number: User Number: 5533 Certificate Of Compliance : Residential (Part 1 of 3) CF -1 R Mr. & Mrs. John McGrain 0 ft2 3/14/06 o-jefftTitle ft2 Average Ceiling Height: -Date 49-495 Avenide Montero La Quinta Number of Dwelling Units: 1.00 0.028 0.110 0.074 1.450 0.074 0.074 0.028 0.074 0.074 0.074 0.074 Project Address 1 0 0 90 90 180 270 0 0 90 180 270 Building Permit H & H Air Conditioning [:]Altered [:]Existing_ [-]Altered ❑Removed ❑Altered ❑Altered ❑ ❑New ❑New ❑New ❑New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E] (760) 340-3088 02-A28 (E=02 -A5) Documentation Author 09=A2 elephone Plan Check/Date -Eo pI an cPINee o New 02-A28 09-A5 09-A5 09-A5 Clirnatel ons Field-Check/Date Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 8.88 1.62 7.26 Space Cooling 117.41 Fans 17.98 78.57 11.80 38.84 6.17 Not Valid for permit Domestic Hot Water 6.20 3.76 2.44 applications submitted on or Pumps 0.00 0.00 0.00 after 01/23/06 because Totals 150.46 95.74 54.72 Energy Budget is based on Percent better than Standard: 36.4% SEER 10. tSUILDINU COMPLIES - HERS VERIFICATION REQUIRED Building Type: 0 Single Family ❑ Addition Total Conditioned Floor Area: 3,537 ft2 ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: [j -d Existing + Add/Alt (East) 90 deg Natural Gas Area: 823 ft2 Avg. U Ratio: 23.3% Avg. SHGC: •UILDING ZONE INFORMATION Zone Name Floor Area HVAC 3.537 4 OPAQUE SO�CE Insulation Act. 0.64 0.47 Existing Floor Area: . 3,091 ft2 Raised Floor Area: 0 ft2 Slab on Grade Area: 3,537 ft2 Average Ceiling Height: 10.4 ft Number of Dwelling Units: 1.00 0.028 0.110 0.074 1.450 0.074 0.074 0.028 0.074 0.074 0.074 0.074 Number of Stories: 1 0 0 90 90 180 270 0 0 90 180 270 # of Thermostat Vent Volume Units Zone Type Type Hgt. Area 36.692 1.00 Conditioned Setback 2 n/a Gains Condition I ype I-rame Area U -Fac. Gay. cont. Azm. Tilt Y / N Status JA IV Reference Location / Comments Roof Wall Wall Door Wall Wall Roof Wall Wall Wall Wall Wood Wood Wood None Wood Wood Wood Wood Wood Wood Wood 3.091 617 735 48 536 566 429 221 55 350 118 0.028 0.110 0.074 1.450 0.074 0.074 0.028 0.074 0.074 0.074 0.074 R-38 R-11 R-19 None R-19 R-19 R-38 R-19 R-19 R-19 R-19 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 0 0 90 90 180 270 0 0 90 180 270 22 90 90 90 90 90 22 90 90 90 90 [ [ [ [ [ . [ . [ [ r i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ 1:1 [:]Altered [:]Existing_ [-]Altered ❑Removed ❑Altered ❑Altered ❑ ❑New ❑New ❑New ❑New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E] 02-A28 (E=02 -A5) Existing Residence 09=A2 Existing Residence 09-A5 (E=09 -A5) 28-A1 09 -ASE( _09-A2)_ 09-A5E( =09-A2)_ Existing Residence Existing Residence Existing Residence Existing Residence New 02-A28 09-A5 09-A5 09-A5 Addition Addition Addition Addition 09-A5 Addition - -_ ° Run Initiation Time: 03/14/06 08:11:30 Run Code: 1142352690 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:3 of 17 1 Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R r. & Mrs. John McGrain 3/14/06 NWoject Tiile -Date True Cond. Location/ # Type Area U -Factor' SHGCZ Azm. Tilt Stat. Glazing Type Comments 1 Window Right (North) 3.0 1.280 116-A 0.80 116-B 0 90 Existing Single Metal Clear Existing Residence 2 Window Right (North) 3.0 1.280 116-A 0.80 116-B 0 90 Existing Single Metal Clear Existing Residence 3 Window Right (North) 23.3 1.280 116-A 0.80 116-B 0 90 Altered Single Metal Clear Existing Residence 4 Existing 5 Bug Screen 0.76 1.280 116-A 0.80 116-B Single Metal Clear pre -altered for above 5 Window Right (North) 1.7 0.790 116-A0.59 116-B 0 90 New Double Metal Tinted Existing Residence 6 Window Front (East) 16.0 1.280 116-A 0.80 116-B 90 90 Remove(Single Metal Clear Existing Residence 7 Window Front (East) 48.0 0.330 NFRC 0.30 NFRC 90 90 Altered Pella Windows & Doors Existing Residence 8 Existing 1.280 116-A 0.80 116-B 0:76- Single Metal Clear pre -altered for above 9 Window Front (East) 25.0 0.790 116-A 0.59 116-B 90 90 New Double Metal Tinted Existing Residence 10 Window Front (East) 37.3 0.330 NFRC 0.30 NFRC 90 90 New Pella Windows & Doors Existing Residence 11 Window Front (East) 23.3 0.790 116-A 0.59 116-B 90 90 New Double Metal Tinted Existing Residence 12 Window Front (East) 21.3 0.330 NFRC 0.30 NFRC 90 90 New Pella Windows & Doors Existing Residence 13 Window Left (South) 24.0 0.790 116-A 0.59 116-B 180 90 Altered Double Metal Tinted Existing Residence 14 Existing Existing Residence / Slab on Grade Concrete, Heavyweight 1,738 1.280 116-A 0.80 116-B New Single Metal Clear pre -altered for above 15 Window Left (South) 20.0 0.790 116-A 0.59 116-B 180 90 New Double Metal Tinted Existing Residence 16 Window Left (South) 40.5 1.280 116-A 0.80 116-B 180 90 Existing Single Metal Clear Existing Residence 17 Window Left (South) 25.0 1.280 116-A 0.80 116-B 180 90 Existing Single Metal Clear _ Existing Residence 18 Window Left (South) 48.0 1.280 116-A 0.80 116-B -i -16-B-270 180 90 Existing Single Metal Clear Existing Residence 19 Window Rear (West) 80.0 1.280 116-A 0.86 Addition 90 Remove(Single Metal Clear Existing Residence 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. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 1 -Bug Screen 0.76 2 Bug Screen 0.76 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7- Bug Screen 0.76 9. Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 036 T2 Bug Screen 0-76- 13 Bug Screen 0:76- 15 Bug Screen 036 16 Bug Screen 076 17 Bug Screen 0.76 18 Bug Screen 0:76 19 Bug Screen 07-9- 4.0 2:6 2.0 0-1 2 0 2-0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Concrete, Heavyweight 1,353 4.00 28 0.98 2 26-A1 New Existing Residence / Slab on Grade Concrete, Heavyweight 1,738 4.00 28 0.98 0 26-A1 New Existing Residence / Slab on Grade Concrete, Heavyweight 16 4.00 28 0.98 2 26-A1 New Addition / Slab on Grade Concrete, Heavyweight 430 4.00 28 0.98 0 26-A1 New Addition / Slab on Grade PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 177 None No Insulation 26-A1 New -Existing Residence Slab Perimeter 142 None No Insulation 26-A1 New Existing Residence ab Perimeter 10 None No Insulation 26-A1 New Addition lab Perimeter 84 None No Insulation 26-A1 New Addition Run Initiation Time: 03/14/06 08:11:30 Run Code: 1142352690 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: PageA of 17 Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R r. & Mrs. John McGrain o)ect Tittle Overhang Left Fin Right Fin # Exterior Shade Type -Date 3/14/06 # Type Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. Area LI-Factorl SHGCZ True Cond. Azm. Tilt Stat. Glazing Type Location/ Comments 20 Window Rear est) 72.0 0.330 NFRC 0.30 NFRC 270 90 Altered Pella Windows & Doors Existing Residence 21 Existing 8.0 9.0 8.0 1.280 116-A 0.80 116-B 8.0 26 Bug Screen Single Metal Clear pre -altered for above 22 Window Rear (West) 72.0 0.330 NFRC 0.30 NFRC 270 90 Altered Pella Windows & Doors Existing Residence 23 Existing 28 None 1.00 1.280 116-A 0.80 116-B Single Metal Clear. pre -altered for above 24 Window Rear (West) 72.0 0.330 NFRC 0.30 NFRC 270 90 Altered Pella Windows & Doors Existing Residence 25 Existing -31T Bug Screen 1.280 116-A 0.80 116-B Single Metal Clear pre -altered for above 26Window 27 Skylight Rear Right (West) (North) 64.0 8.0. 1.280 116-A 0.80 116-B 0.790 116-A 0.59 116-B 270 0 90 Existing Single Metal Clear 22 New Double Metal Tinted Existing Residence Addition 28 29 Skylight Window Right (North) Right (North) 9.0 48.0 0.790 116-A 0.59 116-B 0.330 NFRC 0.30 NFRC 0 0 22 New 90 New Double Metal Tinted Pella Windows & Doors Addition Addition 30 Window Right (North) 48.0 0.330 NFRC 0.30 NFRC 0 90 New Pella Windows & Doors Addition 31 Window Front (East) 8.0 0.720 NFRC 0.55 NFRC 90 90 New Glass Block Addition 32 33 Window Window Left (South)7.1 Left (South) 7.1 0.790 116-A 0.59 116-B 0.790 116-A 0.59 116-B 180 180 90 New 90 New Double Metal Tinted Double Metal Tinted Addition Addition 34 Window Rear (West) 64.0 0.330 NFRC0.30 NFRC 270 90 New Pella Windows & Doors Addition 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1166. INTERIOR AND EXTERIOR SHADING THERMAL Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. -20-Bug Screen 0:78 8-0 9-0 8-00.1-8-0 8-0 0 Bug Screen 0.76 8.0 9.0 8.0 0.1 8.0 8.0 24 Bug Screen 0.76 8.0 9.0 8.0 0.1 8.0 8.0 26 Bug Screen 0.76 8.0 9.0 8.0 0.1 8.0 8.0 27 None TOU 28 None 1.00 29 Bug Screen 0.76 8.0 5.0 8.0 0.1 8.0 8.0 30 Screen 0-M -31T Bug Screen 03fi '32 Bug Screen -0-76- :7fi 338`5-g 33u -g Screen 0:7fi 34 Bug Screen -0.79- :lfi _ THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (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: 03/14/06 08:11:30 Run Code: 1142352690 1 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:5 of 17 _ 1 Certificate Of Compliance : Residential (Part 3 of 3) CF -1 R r. & Mrs. John McGrain 3/14/06 111111111Frojecf Tii a -Date Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Altered Setback pre-alterred forabove Cel url-F nate 78W-A-FUE— SpfiFAir Chi ions e� -9-6-SEER Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC Ducted Ducted Attic 4.2 Altered Yes Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" �ontrol Type n T— Plenum Outside u6 �'ed- Insulation 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS 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: Title/Firm: Robert A. Pitchford, Design & Drafting Address: 41-625 Eclectic, #A-2 Palm Dese Telephone: (760 6-2856 _ Lic. #: (signa e — /—& Enfo cement Agency Name: Title/Firm: 0ddress: elephone: Documentation Author Name: Tim Scoff Title/Firm: H & H Air Conditioning Address: 74-991 Joni Drive #20 Palm Desert, CA 92260-2043 Telephone: (760) 340-3088 woo,!— signatur (-date signature s amp date Run Initiation Time: 03/14/06 08:11:30 Run Code: 1142352690 1 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:6 of 17 1 Rated Tank Energy Standbyl Tank Insul. WATER HEATING SYSTEMS Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. American PBCG102-34585-2NV Large Gas Point of Use 1 85,000 33 Altered 0.94 0.98% 0.0 Standard Gas 50 gal or Less Small Gas pre -altered for Above 1 40,000 50 0.57 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" �ontrol Type n T— Plenum Outside u6 �'ed- Insulation 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS 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: Title/Firm: Robert A. Pitchford, Design & Drafting Address: 41-625 Eclectic, #A-2 Palm Dese Telephone: (760 6-2856 _ Lic. #: (signa e — /—& Enfo cement Agency Name: Title/Firm: 0ddress: elephone: Documentation Author Name: Tim Scoff Title/Firm: H & H Air Conditioning Address: 74-991 Joni Drive #20 Palm Desert, CA 92260-2043 Telephone: (760) 340-3088 woo,!— signatur (-date signature s amp date Run Initiation Time: 03/14/06 08:11:30 Run Code: 1142352690 1 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:6 of 17 1 Certificate Of Compliance : Residential (Addendum) CF -1 R Ahr. & Mrs. John McGrain 3/14/06 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 aucy ua.q. v. u.c oFc. . Jua.0 — v...1. uva.w ncnaau— — ... ttcu. Not Valid for permit applications submitted on or after 01/23/06 because Energy Budget is based on SEER 10. HIGH MASS Design - Verify Thermal'Mass: 1353 sqft Covered Slab Floor, 4.00" thick at Existing Res HIGH MASS Design - Verify Thermal Mass: 1738 sqft Exposed Slab Floor, 4.00" thick at Existing Res HIGH MASS Design - Verify Thermal Mass: 16 sqft Covered Slab Floor, 4.00" thick at Addition I �� I` HIGH MASS Design - Verify Thermal Mass: 430 sqft Exposed Slab Floor, 4.00" thick at Addition HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- .nrl WFRC .,rmArlar ..air.,, rFr• n .eri feetin �mAlnr—rifi..nfi......,efi.,,,4 gra —-4 tie rer...rf,.ri .... •i.., rC AD 4 err, r..,. ...... .......y..�....rr,...y ......,... .�.................�........, �.........�...� .�r.,..�...,.....� ... �.. P*f' stallation certcate. heHVAC-SystemHV,-C"incorporates HERS verified -Duct aak ge. Targetfeakage is calculate an documented on the - Plan FSR. - Field The HVAC System "HVAC' incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. This building has credit for Insulation Quality Installation. A certified HERS rater must visually verify the installation of all Insulation. Kun Initiation I Ime: UJ114/Ub WEI 1:3U Kun (.:ode: 114ZJbZbyU EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: . Pagel of 17 1 • • Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Low-rise 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 supercedes the items marked with and 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 Building Envelope Measures �§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X El § 150(b): Loose fill insulation manufacturer's labeled R -Value:. ❑ n �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ N El apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or'equivalent 1.1 -factor. El 0 § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox R Q b. outside air intake with damper and control, flue damper and control E QX n 2. No continuous burning gas pilot lights allowed. NX F] M § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑X 0 n § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑X ❑ n § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑X n El permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include El 0 El Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. QX R 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. ❑ ❑X n 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. QX M F Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. OX n § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ O 0 § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X 11 § 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 Q 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 ❑X 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-A/B 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 D length of recirculating sections of hot water pipes shall be insulated to Table 1508. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and QX El u _ 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. QX F 1 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 ❑X ❑ El. entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ 1-1 EnergyP►o 4.0 by EnergySoft User Number: 5533 Job Number: Page:8 of 17 Mandatory Measures Summary: Residential (Page 2 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 supefcede 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 CIVIC Sections 601, 602, 603, 604, ❑ a ❑ 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 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. ❑X 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑X 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. OR are controlled by an occupant sensor(s) ceritfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, 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 by an occupant sensor that complies with Section fl9(d) that does not turn 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 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 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). a ❑X ❑ ❑ FRI ❑ ❑ ❑X ❑ ❑ a ❑ ❑ ❑ a ❑ ❑X ❑ ❑ DO ❑X a 0 1 § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑x ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑X ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:9 of 17 Residential Kitchen Lighting. Worksheet WS -5R MT. & Mrs. John McGrain 3/14/06 Woject Title -gate At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts Other Watts (1) 26w Compact Fluorescent Triple 4 Pin Yes X No 37.0 x .8 = 296 or. ((2) 18w Compact Fluorescent Triple 4 Pin Yes X No 38.0 x . 4 = 152 or Efec Yes No , x = or .Yes No x = or Yes No x = or Yes No x = or ' Yes No X, = or Yes No x = or Yes No x = or - Yes No x = or - Yes No x = or Yes No x = - or Yes No x = or Yes No x = or " Yes No x = or Yes No x = or Yes No x = or. Yes No . x = or Yes No x - or Yes No x = or . • Total A: 448 B: 0 COMPLIES IF A > B YES X❑. NOF] y EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 10 of 17 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Mr. & Mrs. John McGrain 3/14/06 YSTEM NAME FLOOR AREA HVAC 3,537 ENGINEERING CHECKS SYSTEM LOAD Number Number of Systems z COIL COOLING PEAK CFM Sensible Latent Total Room Loads 3,118 61,503 313 Return Vented Lighting 0 Return Air Ducts 9,709 Return Fan 0 Ventilation 0 0 0 Supply Fan 0 Supply Air Ducts 9,709 TOTAL SYSTEM LOAD 80,922 313 HTG. PEAK CFM Sensible 1,629 64,677 7,478 0 0 0 0 7,478 79,633 Heating System Output per System 71,000 Total Output (Btuh) 142,000 Output (Btuh/sqft) 40.1 Cooling System Output per System 48,000 Total Output (Btuh) 96,000 Total Output (Tons) 8.0 i Total Output (Btuh/sqft) 27.1 Total Output (sgftlTon) 442.1 Air System HVAC EQUIPMENT SELECTION CFM per System 1,600 Carrier 38TRA04834 81,941 87 142,000 Airflow (cfm) 3,200 Airflow (cfm/sqft) 0.90 Airflow (cfmrron) 400.0 Outside Air% ( ) 0.0 Total Adjusted System Output $1,941 87 142,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 F Jan 12 am Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions (Airstream I empera ures at I Ime of Heating ea 26.0 of 67.8 of 67.8 OF 109.5 of Supply Air Ducts Outside Air 0 cfm 107.3 of Supply Fan Heating Coil 3200 cfm ROOMS 70.0 of 67.8 OF Return Air Ducts (Airstream I empera ures at Time of Cooling ea 110.0 172.5 of 78.2 / 61.9 of 78.2 / 61.9 of 54.2 / 52.8 of 310 O Supply Air Ducts Outside Air y 0 cfm Supply Fan Cooling Coil 57.0 154.0 of 3200 cfm 43.5% R.H. ROOMS 78.2 / 61.9 OF 75.4 / 60.9 of Return Air Ducts i EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 11 of 17 LL ZOOM LOAD SUMMARY ROJECT NAME DATE Mr. & Mrs. John McGrain 3/14/06 YSTEM NAME FLOOR AREA HVAC 37537 ROOM LOAD79UMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Existing Residence " Existing Kes 1 2,541 48,620 -243 2,541 48,620 -243 1,348 53,526 - Addition i ion 1 577 12,883 556 .577 12,883 556 281 11,151 ' PAGE TOTAL 3,118 61,503 .313 1,629 64,677 TOTAL 1 3,118 61,503 313 1,629 64,677 EnergyPro By EnergySoft User Number: User Job Number: Page:12 of 17 ROOM HEATING PEAK LOADS EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 13 of 17 oject Title , r. & Mrs. John Mc -Grain Date 1 3/14/06 Room Information Design Conditions Room Name Existing Res Floor Area 3,091 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 12 am Outdoor Dry Bulb Temperature 26OF Conduction surface Area Area X x x x X X X x x x x x X x X x X X X x X x x x x X X X x X X X X X X X X X X x U -Value x X x x x X X x x x x X x x x x X X x X x x x x X X X X X x x X X X x X X x X x AT of = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Btu/hr R-38 Roof(R.30.2x12.16) 3,091.0 0.0280 44 3,808 R-11Wall 617.0 0.1100 44 2,986 Single Metal Clear 3.0 1.2800 44 169 Single Metal Clear 3.0 1.2800 44 169 Single Metal Clear 23.3 1.2800 44 1,312 Double Metal Tinted 1.7 0.7900 44 59 R-19 Wall (W.19.2x6.16) 735.1 0.0740 44 2,393 Pella Windows & Doors 48.0 0.3300 44 697 Double Metal Tinted 25.0 0.7900 44 869 Pella Windows & Doors 37.3 0.3300 542 Double Metal Tinted 23.3 0.7900 44 810 Pella Windows & Doors 21.3 0.3300 44 309 R-19 Wall (W.19.2x6.16) 536.5 0.0740 44 1,747 Double Metal Tinted 24.0 0.7900 44 834 Double Metal Tinted 20.0 0.7900 44 695 Single Metal Clear 40.5 1.2800 44 2,281 Sin le Metal Clear 25.0 1.2800 44 1,408 Aag;ingle Metal Clear 48.0 1.2800 44 2,703 -19 Wall (W.19.2x6.16) 566.0 0.0740 44 1,843 Pella Windows & Doors 72.0 0.3300 44 1,045 Pella Windows & Doors 72.0 0.3300 44 1,045 !Pella Windows & Doors 72.0 0.3300 44 1,045 Single Metal Clear 64.0 1.2800 44 3,604 Slab -On -Grade perimeter= 177.0 0.7300 44 5,685 Slab -On -Grade perimeter= 142. 0 0.7300 44 4,561 _ Items shown with an asterisk (') denote conduction through an interior Infiltration: I 1.00 x 1.064 X Schedule Air Sensible Fraction to another room. 3,091 x 10.50 Ceiling Height 0.430 l 60 ACH Page Total: pT 42,622 • TOTAL HOURLY HEAT LOSS FOR ROOM 55,287 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 13 of 17 ROOM HEATING PEAK LOADS Mr. & Mrs. John McGrain 13/14/06 Room Information Design Conditions Room Name Addition Time of Peak Jan 12 am Floor Area 446 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 70 OF EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 14 of 17 Conduction surface Area Area X X x X x x X x X x x X x x x x x x x x x x xx x x x x x x x x x x x x x x x x 9.50 x eight U -Value X X x x x x x x x x X X X X x x x x x x x x x x x x x x x x x x x x x x x x x AT of = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Btu/hr R-38 Roof (R.30.2x12.16) 429.0 0.0280 44 529 Double Metal Tinted 8.0 0.7900 44 278 Double Metal Tinted 9.0 0.7900 44 .313 R-19 Wall (W.19.2x6.16) 221.0 0.0740 44 720 Pella Windows & Doors 48.0 0.3300 44 697 Pella Windows & Doors 48.0 0.3300 44 697 R-19 Wall .19.2x6.16) 55.0 0.0740 44 179 Glass Block 8.0 0.7200 44 253 R-19 Wall (W.19.2x6.16) 349.8 0.0740 44 1,139 Double Metal Tinted 7.1 0.7900 247 Double Metal Tinted 7.1 0.7900 44 247 R-19 Wall (W.19.2x6.16) 118.0 0.0740 44 384 Pella Windows & Doors 64.0 0.3300 44 929 Slab -On -Grade perimeter = 10.0 0.7300 44 321 Slab -On -Grade perimeter= 84.0 0.7300 44 2,698 ) denote conduction through an interior Items shown with an asterisk ('L=.hedul. Infiltration: x 1.064 x Air Sensible Fraction to another room. 446 x Ceiling 0.460 /60 AC Page Total: pT 9,631 dk-TOTAL HOURLY HEAT LOSS FOR ROOM 9,631 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 14 of 17 RESIDENTIAL ROOM COOLING LOAD SUMMARY sect Title Date r. & Mrs. John McGrain 3/14/06 Room Information Design Conditions Room Name: Existing Res Outdoor Dry Bulb Temperature: 75'JF Floor Area: 3,091 sf Outdoor Web Bulb Temperature: ill 0F Indoor Dry Bulb Temperature: 75 of Outdoor Daily Range: 340F Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr • R-38 Roof(R.30.2x12.16) R-11 Wall R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) 3,091.0 X X X X X x x x x x x x 0.0280 X X X X X x X x x x x x 56.0 = = = = = = = = = - = = 4,847 617.0 0.1100 23.0 1,561 735.1 0.0740 33.0 1,795 536.5 0.0740 26.0 1,032 566.0 0.0740 33.0 1,382 + 3.0 X 53.9 (North) 0.0 X 53.9 + 3.0 X 53.9 (North) 0.0 x 53.9 + 23.3 x 53.9 (North) 0.0 L 37.7 + Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window Window Window Window Window Window Window Window Window rage I oial 1 10,617 Page Total Internal Gain Occupants 1 P721 X Occupants X 230 Btuh/occ. = Equipment X Dwelling Units X 11,600 Watts/sqft = Btu/hr 162 162 1,256 64 = 1,710 1,818 1,329 = 1,695 759 = 908 9,862 Btu/hr 460 1,600 Infiltration: 1.064 x1.19 x 195.85 x = 8,921 it Sensi a cF pT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 48,620 Latent Gain Btu/hr Occupants F----2] X Occupants X 200 Btuh/occ. = 400 Infiltration:_ 4,771 x 1.19 X 195.85 x -0.00058 = 643 • Air Latent CFM ELA & TOTAL HOURLY LATENT HEAT GAIN FOR ROOM -243 ( EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 15 of 17 Shaded Unshaded Orientation Area GLF Area GLF (North) 0.0 X 53.9 + 3.0 X 53.9 (North) 0.0 X 53.9 + 3.0 X 53.9 (North) 0.0 x 53.9 + 23.3 x 53.9 (North) 0.0 x 37.7 + 1.7 x 37.7 (East) 0.0 x 17.8 + 48.0 x 35.6 (East) 0.0 x 37.7 + 25.0 x 72.7 (East) 0.0 X 17.8 + 37.3 X 35.6 (East) 0.0 X 37.7 + 23.3 X 72.7 (East) 0.0 X 17.8 + 21.3 x 35. (South) 0.0 X 37.7 + 24.0 X 37.8 x I I + I 1XI Page Total Internal Gain Occupants 1 P721 X Occupants X 230 Btuh/occ. = Equipment X Dwelling Units X 11,600 Watts/sqft = Btu/hr 162 162 1,256 64 = 1,710 1,818 1,329 = 1,695 759 = 908 9,862 Btu/hr 460 1,600 Infiltration: 1.064 x1.19 x 195.85 x = 8,921 it Sensi a cF pT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 48,620 Latent Gain Btu/hr Occupants F----2] X Occupants X 200 Btuh/occ. = 400 Infiltration:_ 4,771 x 1.19 X 195.85 x -0.00058 = 643 • Air Latent CFM ELA & TOTAL HOURLY LATENT HEAT GAIN FOR ROOM -243 ( EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 15 of 17 RESIDENTIAL ROOM COOLING LOAD SUMMARY oject TitleDate r. & Mrs. John McGrain 3/14/06 Room Information Design Conditions Room Name:' Existing Res Outdoor Dry Bulb Temperature: 75 F Floor Area: 3,091 sf Outdoor Web Bulb Temperature: ill 0F Indoor Dry Bulb Temperature: 75F Outdoor Daily Range: 340F Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr • Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window Window Window r -dye i utdi x. x x x x x x x x x x x Occupants x x x x x x x x x x x x x Occupants x 230 Btuh/occ. = Unshaded Equipment 72 1 Orientation 1,600 Area X. 1.19 x 195.85 x 3-, GLF Air Sensible Area GLF (South) Latent Gain 0.0 x 37.7 + 20.0 X 37.8 (South) 643 0.0 X 53.9 + 40.5 x 54.1 (South) 0.0 X 53.9 + 25.0 X 54.1 (South) 0:0 X 53.9 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window Window Window r -dye i utdi Page Total 0 Btu/hr Internal Gain ,�, Shaded Occupants x Occupants x 230 Btuh/occ. = Unshaded Equipment 72 1 Orientation 1,600 Area X. 1.19 x 195.85 x 3-, GLF Air Sensible Area GLF (South) Latent Gain 0.0 x 37.7 + 20.0 X 37.8 (South) 643 0.0 X 53.9 + 40.5 x 54.1 (South) 0.0 X 53.9 + 25.0 X 54.1 (South) 0:0 X 53.9 + 48.0 X 54.1 (West) 56.7 x 17.8 + 15.3 x 35.6 (West) 56.7 x 17.8 + 15.3 x 35.6 (West) 56.7 x 17.8 + 15.3 X 35.6 (West) 50.4 x 53.9 + 13.6 x 99.6 X + x X + x X + X Page Total 0 Btu/hr Internal Gain ,�, Btu/hr Occupants x Occupants x 230 Btuh/occ. = 460 Equipment 72 1 X Dwelling Units X 1,6001 Watts/sgft = 1,600 Infiltration: L 1.064 X. 1.19 x 195.85 x 3-, Air Sensible CFM ELA pT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 48,620 Latent Gain Btu/hr Occupants ] X Occupants x 200 Btuh/occ. = 400 Infiltration: 4,771 Air Latent x 1.19 x 195.85 x -0.00058 = CFM hLA 643 • TOTAL HOURLY LATENT HEAT GAIN FOR ROOM -243 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 16 of 17 b RESIDENTIAL ROOM COOLING LOAD SUMMARY otect Title Date j r. & Mrs. John McGrain 3/14/06 Room Information Design Conditions (Room Name: Addition Outdoor Dry Bulb Temperature: 78 F I Floor Area: 446 sf Outdoor Web Bulb Temperature: ill 0 F Indoor Dry Bulb Temperature: 78 of Outdoor Daily Range: 340F I. Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr �J R-38 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) (North) 429.0 (North) 221.0 (East) 55.0 (South) 349.8 (West) 118.0 0.0740 X x 0.0740 x x 0.0 X X 118.3 X x 17.8 x Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Skylight Skylight Window Window Window Window Window Window x 0.0280 X X 0.0740 X x 0.0740 X x 0.0740 X x 0.0740 x x 0.0 X X 118.3 X x 17.8 x x (North) x x 48.0 X X 0.0 X X 67.5 X 56.0 = = = = = 673 23.0 376 33.0 134 26.0 673 33.0 288 Page Total 2,144 Orientation . Shaded Area x x X x x x x x X X x GLF + + + + + + + + + + + Unshaded Area X x X X x x x x X X x Page GLF = = = = = = = = = (Skylight) 0.0 38.4 8.0 118.3 (Skylight) 0.0 . 38.4 9.0 118.3 (North) 0.0 17.8 48.0 17.8 (North) 0.0 17.8 48.0 17.8 (East) 0.0 34.8 8.0 67.5 (South) 0.0 37.7 7.1 37.8 (South) 0.0 37.7 7.1 37.8 (West) 0.0 17.8 64.0 35.6 Total Btu/hr Internal Gain Btu/hr OccuP ants P741 X Occu ants X 230 Btuh/occ. = 920Equipment p X Dwelling Units X 1,600 Watts/sgft = 1,600 Infiltration: 1.064 X1.15 x 28.26 x 33 Air Sensible C E QT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,883 Latent Gain Btu/hr Occupants 0 X Occupants x 200 Btuh/oCC. F 800 Infiltration: 4,771 X 1.15 X 28.26 X-O.OQ0158 = -244 Ari Laten CF CA TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 558 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 17 of 17