Loading...
RER (14-0254)51173 Marbella Ct 14-0254 • J Q. - •.t P.O. BOX 1504 78-495 CALLE TAMPICO r LA QUINTA, CALIFORNIA Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 0 O , 14-00000254 51173 MARBELLA CT 777-320-033- - - REMODEL - RESIDENTIAL LOW DENSITY RESIDENTIAL 15000 T4ht 4 4 Q" Architect or Engineer: BUILDING & SAFETY DEPARTMENT 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 ass: B -C23 /////tel , IV^C Lic/en sye 904718 Da Contractors vJ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury 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, imorove, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: -/LQPERMIT Owner: BRUCE DOW 51-173 MARBELLA CT LA QUINTA, CA 92253 LA QUINTA, CA 92253 Contractor: DESERT CONTRACTING INC 47511 STETSON COURT INDIO, CA 92201 (760)449-4029 Lic. No.: 904718 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/07/14 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 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. f 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 EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section ,1 N_Applicant:/ 3700 of the Labr Code, I s II forthwith comp th those provisions. Da9te: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION 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 constructi n, and hereby authorize re q sentatives of this co ty enter upon the above-mentioned propeffrty for_inspecti purposes. Dater A' I Signature (Applicant or Agent):, 4 Application Number . . . . . 14-00000254 Permit . . . . . REMODEL 2013 Additional desc . . Permit Fee . . . . 60.06 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/03%14 Qty Unit Charge Per Extension 1.00 60.0600 ---------------------------------------------------------------------------- LS MISC DR/WIN, REPL, 1-7 60.06 Permit . . . ELECTRICAL 2013 Additional desc . . Permit Fee . . . . 23.83 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/03/14 Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC FIXTURES, FIRST 20 23.83 ---------------------------------------------------------------------------- Special Notes and Comments CHANGING AN EXISTING (2) TWO 10'-0 WIDE X 8'-0 HEIGHT SLIDING GLASS DOORS FOR A SLIDING MONUMENTAL GLASS 24'-0 10' HEIGHT. April 25,` 2014 9:06:27 AM jjohnson. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 HOURLY PLAN CHECK 122.50 PLAN CHECK, ELECTRICAL 23.83 PLAN CHECK, REMODEL 108.68 Fee summary Charged Paid Credited ------------------------------------- Due Permit Fee Total -------------------- 83.89 .00 .00 83.89 Plan Check Total .00 .00 .00 .00 Other Fee Total 256.01 .00 .00 256.01 Grand Total 339.90 .00 .00 339.90 LQPERAIIT Din # Cit/ Of La Quinta Building 81• Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 51-173 Marbella Court - La Quinta Owner's Name: Mr. Bruce Dow A. P. Number: 777-320-033 Address: 51-173 Marbella Court Legal Description: Lot No. 69 Sec. 4 T.6 S. R.7 E. City, ST, Zip: La Quinta,'CA 92253 Contractor: Mike Aspel Address: 47511 Stetson Court Telephone: 1-(818) 404-4733'`'''"" t Project Description: City, ST, Zip: . Indio, CA 92201 A Remodel To An Existing Single Family Residence . Telephone: 1-(760) 449-4029 :ii<?fr3..'•:rf;j:fFY:>Y»s^ _Y, Changing an existing 2 Two 10'-0" State Lic. # : City Lic. #; Arch., Engr., Designer: Mike Mendoza -Designer Wide x 8'-0" Height Sliding Glass , Address: 73-900 Dinah Shore Dr. Suite 202 Footage Added City., ST, Zip: Palm Desert, CA 92211 Telephone: 1-(760) 275-1816.A State Lic. #• N/Aw..,,. ?'<«>:<^ ,. ;: >s / 4: ::; •;> . t..'`.,,. ::,,<: ;✓'{> :•::>.> < Construction Type: VB Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Mike Mendoza -Designer Sq. Ft.: 00.00 #Stories: 01 # Units: Telephone # of Contact Person: • 1-(760 275-1816 Estimated Value of Project: $ 15,000.0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted 3 Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Y Plan Check Balance. Title 24. Cafes. Plans picked up 6 Construction Flood plain plan Plans resubmitted / Mechanical Grading plan 2°d Review,ready fo correction ue Electrical Subcontactor List Called Contact Perso Plumbing Grant Deed Plans picked up l4 `1 1& S.M.I. H.O.A. Approval Plans resubmitted Grading W HOUSE:- '"' Review, ready for corrects ns issue Developer Impact Fee Planning Approval Called Contact Person A.I.P,P, Pub. Wks. Appr Date of permit issue School Fees ees ubb►i,Z o TRR- lb w F R. "iO,c Q :c - W WT orf * f /Z( ti P I )NUMENTAL wl AND DOORS 4550 series Vari-Slide MAR 10 2014 DATE RSV M: 04-26-2013 DETAILS- ciTY OF LA QUINTA COMMUNITY DEVELOPMENT PXX DOOR u) is SS- 20D x m x 4c POCKET c 3 4 . ............ aJD 3B Focal WI M ROL113HOPENM CPP. CPP. OXXOM DOOR ( G 40 O SB SA >8 SB 9C 9D SD SC CPP. CPP. CPP. ON. x POCKETll-y OF LA O V `"NT^ 8UiLDr1VG &SAF 't A DEPT. FOR CO . DATE ✓ BY 3 x 9 ias is ! OSB 9A 9B 9C 9D NET FRMS YNDRM O SB SA >8 SB 9C 9D SD SC CPP. CPP. CPP. ON. x POCKETll-y OF LA O V `"NT^ 8UiLDr1VG &SAF 't A DEPT. FOR CO . DATE ✓ BY 3 9 ias is O SB SA >8 SB 9C 9D SD SC CPP. CPP. CPP. ON. x POCKETll-y OF LA O V `"NT^ 8UiLDr1VG &SAF 't A DEPT. FOR CO . DATE ✓ BY EXT. )NUMENTAL WINDOWS AND DOORS' also ati;es v,,;-suae DATE REVMM: 04-2&2013 S Vari-Slide Head y4 )NUMENTAL WINDOWS ANDDOORSTm 4550 series Vari-Slide` DATE REVISED: 04.21&2013 1B Vari-Slide Head w/ Sween 4V Y4 19/4 Vi EXT. _ LA CSU I iii A ru & SAFETY DEPT. z "PROVED F 3R CONSTRUCTIOIN } DATE_ 8Y )NUMENTAL WINDOWS AND DOORS' also series vim;-suae DATE RENIM: 04-2&2013 (j)Vari-Slide Interlocks A, P-- P-- - R-- 0-- - V- 6 - - - - I FOR CONSTRUCTION DATE BY )NUMENTAL WINDOWS AND DOORSr 4550 series Vati-Slide` DATE REVMM: 04-26-2013 4AVari-Slide Lock Jamb Flush Track w/ Riser SUB-SILL 4y8 1y• y8 4 ALUMINUM------- RISER CITY OF LA QUINTA BUILDING & SAFETY DEPT. AFjFir OVtzL) FOR CONSTRUCTIOW" Y4 ROUGH OPENING WIDTH DATE BY EXT. EXT. )NUMENTAL WINDOWS AND DOORS'" 4550 series VariSlide DATE REVLQM: 04.-2,&2013 Ovarislide sill Conceded SHm-Track a BXT. )NUM NTAL WINDOWS AND DOORS' also series v,a-suad' DATE REVLM: W26-2013 9D Vari-Slide Sill w/ Screen Concealed Slim -Track L ZXe CITY OF LA QUINTW BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY )NUMENTAL WINDOWS AND DOORS' 4550 series Veri-Slide DATE REVISED: 04-2&2013 nvari_CNA^ T ~lr Tn„d6 m/ c,.., )NUMENTAL WINDOWS AND DOORS' 4550 ewiw Vvi-Slide DATE REVIM: 04-2,&2013 SE Vari-Slide Rail Options 2 3/4" Rail is not available using F OF LA QUINTA BU ILDING & SAFETY DEPT. DATE BY - 1 Y40 T WIV )NUMENTAL WINDOWS AND DOORS'" 4550 series Vai-Slide` DATE REVISED: 04-2&2013 ( ) 6B Vari-Slide Head w/ Screen 03/4* )NUMENTAL WINDOWS AND DOORS"' 4550 seise Vui-Slide DATE REVLM: 04.-2h-2013 l0A Vari-Slide Meeting Stile Bi -Part Inline OR/le EXT. CITY OF LA QUINTA BUILDING & SAFETY DEPT, APPROVED FOR CONSTRUCTION DATE BY BUILDING ENERGY ANALYSIS REPORT I PROJECT: Mr. Bruce Dow 51173 Marbella Court La Quinta, Ca 92253 Project Designer: MIKE MENDOZA P. O. BOX 692 Desert Hot Springs, Ca 92240 1-(760) 275-1816 Report Prepared by: Santiago Lopez-Ocampo P.O. Box 1018 La Quinta, Ca 92247 760.485.8927 RECEIVE® Job Number: LQ030914 APR 0 4 2014 CITY OF LA QUINTA Date: BUILDING & SAFETY DEPT. CIN OF LA QUINTA APPROVED COMMUNITY DEVELOPMENT 4/1/2014 F0!J The EnergyPro computer program has been used to perform the calculations summarized in this co m a Ce port. Thi ro am has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential-2008-t3uilding- ne y Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnerovPro 5.1 by EnerovSoft User Number: 5732 Run Code: 2014-04-01T10:23:13 ID: LQ030914 I TABLE OF CONTENTS I 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 1 2 3 11 14 CITY OF LA Q11lNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY EnergyPro 5.1 by EnergySoft Job Number: ID: LQ030914 User Number: 5732 1 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Mr. Bruce Dow Building Type © Single Family ❑ Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration Date 4/1/2014 Project Address 51173 Marbella Court La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 4,385 Addition 0 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes El No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features see Part 2 of 5) Status Slab Unheated Slab -on -Grade None 4,385 Perim = 0' Existing Wall Wood Framed R-19 3,346 Existing Door Opaque Door None 45 Existing Roof Wood Framed Attic R-38 4,385 Existing FENESTRATION U- Orientation Area(ftz) Factor Exterior SHGC Overhang Sidefins Shades Status Right (N) 165.9 0.550 0.67 none none Bug Screen Existing Rear (W) 252.0 0.550 0.67 none none Bug Screen Existing Rear (W) 186.6 0.550 0.67 none none Bug Screen Removed Rear (W) 240.0 0.460 0.31 none none Bug Screen New Left (S) 189.0 0.550 0.67 none none Bug Screen Existing Right (NE) 30.0 0.550 0.67 none none Bug Screen Existing Front (E) 104.9 0.550 0.67 none none Bug Screen Existing Front (SE) 30.0 0.550 0.67 none none Bug Screen Existing HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min.l Eff , ;, cThermostatmStatu,s 3 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing E BY — HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by Energ Soft User Number. 5732 RunCode: 2014-04-01710:23:13 ID: LQ030914 Page 3 of 14 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Mr. Bruce Dow Building Type ® Single Family ❑ Addition Alone I ❑ Multi Family m Existing+ Addition/Alteration Date 4/1/2014 SPECIAL FEATURES INSPECTION CHECKLIST The 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 enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The Existing Furnace Default FAU/AC 2006 and Later has an AFUE less than the Vintage Defaults. Field verification is required. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. FC -1 -TY —A—n—fw-r7 BUILDING & SAFETY DEPT. j V XZ - FOR f\iCTRI ir—rrnNr Ener Pro 5.1 by Ener Soft User Number: 5732 RunCode: 2014-04-01T10:23:13 ID: LQ030914 Page 4 of 14 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type 2 Single Family ❑ Addition Alone Date Mr. Bruce Dow ❑ Multi Family 0 Existing+ Addition/Alteration 4/1/2014 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2 r Space Heating 3.78 3.95 -0.17 Space Cooling 134.57 128.45 6.12 Fans 28.72 27.44 1.28 Domestic Hot Water 8.32 8.32 0.00 Pumps 0.00 0.00 0.00 Totals 175.39 168.16 7.23 Percent Better Than Standard: 4.1 BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 944 135 Fuel Available at Site: Natural Gas (S) 1,205 189 Raised Floor Area: 0 (w) 965 492 Slab on Grade Area: 4,385 (N) 1,290 196 Average Ceiling Height: 11.0 Roof 4,385 0 Fenestration Average U-Factor: 0.53 TOTAL: 1,012 Average SHGC: 0.56 Fenestration/CFA Ratio: 23.1 REMARKS STATEMENT OF COMPLIANCE T This certificate of compliance lists the building features and specifications needed%'_J',,ij ='Ai: 1 Y D[ PT. to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the'-.# a W Efficiency Standards of the California Code of Regulations. 11 Gra CONS fRUCTION The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author DATE BY Company Santiago Lopez-Ocampo 4/1/2014 Address P.O. Box 1018 Name City/State/ZipCity/State/Zip La Quinta, Ca 92247 Phone 760.485.8927 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, 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) Company MIKE MENDOZA Hillo Address P. O. BOX 692 Name oil i+ City/State/Zip Desert Hot Springs, Ca 92240 Phone 1-(760) 275-1816 Signed Lice se # Dat Ener Pro 5.1 by Ener Soft User Number: 5732 Run Code: 2014-04-01710:23:13 ID: LQ030914 Page 5 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Mr. Bruce Dow Building Type 2 Single Family ❑ Addition Alone 1 ❑ Multi Family 2 Existing+ Addition/Alteration Date 4/1/2014 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Slab 4,385 0.730 None 0 180 Existing 4.4.7-A1 Whole House Wall 1,039 0.074 R-19 0 90 Existing 4.3.1-A5 Whole House Wall 473 0.074 R-19 270 90 Existing 4.3.1-A5 Whole House Wall 1,016 0.074 R-19 180 90 Existing 4.3.1-A5 Whole House Wall 55 0.074 R-19 45 90 Existing 4.3.1-A5 Whole House Wall 708 0.074 R-19 90 90 Existing 4.3.1-A5 Whole House Door 21 0.500 None 90 90 Existing 4.5.1-A4 Whole House Door 24 0.500 None 90 90 Existing 4.5.1-A4 Whole House Wall 55 0.074 R-19 135 90 Existing 4.3.1-A5 Whole House Roof 4,385 0.025 R-38 0 0 Existing 4.2.1-A21 Whole House FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC2 Azm Status Glazing Type Location/Comments 1 Window 9.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 2 Window 24.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 3 Window 9.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 4 Window 15.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 5 Window 6.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 6 Window 25.0 0.550 1 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 7 Window 1 6.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 8 Window 6.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 9 Window 25.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 10 Window 2.3 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 11 Window 2.3 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 12 Window 2.3 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 13 Window 6.0 0.550 Default 0.67 1 Default 0 Existing Double Non Metal Clear Whole House 14 Window 1 6.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear Whole House 15 JWindow 1 18.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear - Whole House__ 16 lWindow 1 4.0 0.550 Default 0.67 Default 0 Existing Double Non Metal Clear,- Whole House ! 1'1 I P I (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value T -T v DLPT. 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value'-. EXTERIOR SHADING DETAILS { ID Window Exterior Shade Type SHGC H t Wd Ove hang ' f r-,-Left,Fin I l-it'L I IU:Ri ht Fin Len H t LExt FExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 -- 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 IBug Screen 1 0.76 15 JBug Screen 0.76 16 JBug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number: 5732 Run Code: 2014-04-01T10:23:13 ID: LQ030914 Page 6 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Mr. Bruce Dow Building Type 2 Single Family 0 Addition Alone 1 0 Multi Family f0 Existing+ Addition/Alteration Date 4/1/2014 OPAQUE SURFACE DETAILS Surface U Type Area Factor Insulation Joint Appendix Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type I Area U -Factor SHGC2 Azm Status Glazing Type Location/Comments 17 Window 18.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 18 Window 4.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 19 Window 36.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 20 Window 4.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 21 Window 18.0 0.550 Default 0.67 Default 270 Existing I Double Non Metal Clear Whole House 22 Window 4.0 0.550 1 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 23 Window 18.0 0.550 Default 0.67 1 Default 270 Existing Double Non Metal Clear Whole House 24 Window 4.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 25 Window 36.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 26 Window 4.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 27 Window 18.0 0.550 Default 0.67 Default 270 Existing I Double Non Metal Clear Whole House 28 Window 4.0 0.550 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 29 Window 80.0 0.550 Default 0.67 Default 270 Removed Double Non Metal Clear Whole House 30 Window 13.3 0.550 Default 0.67 Default 270 Removed Double Non Metal Clear Whole House 31 Window 80.0 0.550 Default 0.67 Default 270 Removed Double Non Metal Clear Whole House 32 Window 13.3 0.550 Default 0.67 Default 270 Removed Double Non Metal Clear Whole House (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NIF = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC H t Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 32 JBug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number: 5732 RunCode: 2014-04-01 T10:23:13 ID: LQ030914 Page 7 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Mr. Bruce Dow Building Type fJ Single Family ❑ Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 4/1/2014 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID I Type Area U -Factor SHGC2 Azm Status Glazing Type Location/Comments 33 Window 240.0tO.460 NFRC 0.31 NFRC 270 New U -factor 0.46 - SHGC 0.31 Whole House 34 Window 18.0 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 35 Window 4.0 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 36 Window 36.0 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 37 Window 4.0 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 38 Window 18.0 Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 39 Window 4.0. Default 0.67 Default 270 Existing Double Non Metal Clear Whole House 40 Window 48.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 41 Window 24.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 42 Window 4.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 43 Window 20.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 44 Window 12.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 45 Window 15.0 0.550 1 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 46 Window 9.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 47 Window 48.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House 48 Window 9.0 0.550 Default 0.67 Default 180 Existing Double Non Metal Clear Whole House (1) Ll -Factor Type: (2) SHGC Type: 116-A = Default Table from Standards, NFRC =Labeled Value -- alue,_2 116-8 = Default Table from Standards, NFRC = Labeled Value , r' f A f„ 1, EXTERIOR SHADING DETAILS i `- '- + ID Exterior Shade Type SHGC Window H t Wd Ove hang Len H t LExt `''` "Left"Fin '' , Right Fin RExt DistI.-.Len ' -',H t T Dist -1 Len H t 33 Bug Screen 0.76 f.n!,lQTRUC-jI N 34 Bug Screen 0.76 1. 35 Bug Screen 0.76 y I 36 Bug Screen 0.76 171 37 Bug Screen 0.76 I _------°' 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 0.76 47 IBug Screen 0.76 48 IBug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number: 5732 Run Code: 2014-04-01T10:23:13 ID: LQ030914 Page 8 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Mr. Bruce Dow Building Type 10 Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 4/1/2014 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID T e Area Ll -Factor' SHGC;-'Azm Status GlazingType Location/Comments 49 Window 15.0 0.550 Default 0.67 Default 45 Existing Double Non Metal Clear Whole House 50 Window 15.0 0.550 Default 0.67 Default 45 Existing Double Non Metal Clear Whole House 51 Window 24.0 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 52 Window 4.6 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 53 Window 4.6 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 54 Window 8.0 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 55 Window 2.7 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 56 Window 8.0 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 57 Window 2.7 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 58 Window 20.0 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 59 Window 5.3 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 60 Window 25.0 0.550 Default 0.67 Default 90 Existing Double Non Metal Clear Whole House 61 Window 15.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Whole House 62 Window 15.0 0.550 Default 0.67 Default 135 Existing Double Non Metal Clear Whole House (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value - - - -_ EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Len H t LExt RExt' `Dist Len ',' ' I Y t 1;Ri`ht Fin H t. - Dist - Len It H t 49 Bug Screen 0.76 50 Bug Screen 0.76 1 l ►L .Z-31 AU-1'."' N 51 Bug Screen 0.76 i 52 Bug Screen 0.76 53 Bug Screen 0.76 1 , , ; • 54 Bug Screen 0.76 _ - - 55 Bug Screen 0.76 56 Bug Screen 0.76 57 Bug Screen 0.76 58 Bug Screen 0.76 59 Bug Screen 0.76 60 Bug Screen 0.76 61 Bug Screen 0.76 62 Bug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number: 5732 RunCode: 2014-04-01T10:23:13 ID: LQ030914 Page 9 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name Mr. Bruce Dow Building Type 121 Single Family ❑ Addition Alone ❑ Multi Family 121 Existing+ Addition/Alteration Date 4/1/2014 BUILDING ZONE INFORMATION System Name Zone Name New Floor Area ft Existing Altered Removed Volume Year Built HVAC System Whole House 4,385 48,235 2000 Totals 01 4,385 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 3 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing HVAC DISTRIBUTION System Name Heating Cooling Duct Ducts Duct Location R -Value Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ Existing 171 ", ". L _ ❑ WATER HEATING SYSTEMS U" L.'Y I1 - System Name Qty. Type Distribution Rated Input Btuh Tank Cap. Ial "Energy Factor or RE `Standby I`Loss''or Pilot - Ext. ;-Tank In'W!'R Value Status Standard Gas 50 gal or Le 1 Small Gas Kitchen Pipe Ins 40,000 50,,-;, 0.58 nlav n/a Existing 1_— - - MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft = 0 m Q — System Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried ❑ El Ener Pro 5.1 by Ener Soft User Number: 5732 RunCode: 2014-04-01710:23:13 ID: LQ030914 Pae 10 of 14 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Mr. Bruce Dow Date 4/1/2014 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: §116(a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified LI -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -613 Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§150(a): Minimum R-19 insulation in wood -frame ceiling orequivalent Ll -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent Ll -factor. *§150(d): Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 1 50 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no qreater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less -than 150 Btu/hr are -exempt), -and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or.ACCA. •E 150(i): Heating systems are equipped with thermostats that meet the setback requirements of SectioO 12(6): . §150(j)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are external) Wrapped with insulation havingan installed thermal resistance of R-12 or greater.' V y pp §150(j)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exteriorlof the tank. ` §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-13. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §1 500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2014-04-01710:23:13 ID: LQ030914 Page 11 of 14 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Mr. Bruce Dow 1 4/1/2014 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum 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 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: 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. §150(m)2D: 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. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: 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. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall -have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminairelor exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and'shall.not contain aline-voltagefsocketor line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined -by §130(d), and•shall,not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet thea licable re'qu'irements of 150 k 4 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. i §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting:in.kitchens shall;;be high efficacy_ EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts.for_dwelling,units,larger than,2,506 ftz may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2014-04-01 T10:23:13 /D: LQ030914 Page 12 of 14 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Mr. Bruce Dow 4/1/2014 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: 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. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. ._ a F'N'- I T. ION _ BY EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2014-04-01 T10:23:13 ID: LQ030914 Page 13 of 14 . . . HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. Bruce Dow Date 4/1/2014 System Name HVAC System Floor Area 4,385 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 3 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 4,081 0 COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 0 78,429 5,347 1,301 49,768 Total Output (Btuh) 0 0 Output Btuh/s ft 0.0 4,528 2,446 Cooling System 01 0 Output per System 1 0 0 0 0 Total Output (Btuh) 3 0 5,347 0 Total Output (Tons) 0.0 4,528 2,446 Total Output (Btuh/s ft) 0.0 Total Output s ft/Ton 17,540,000.0 87,485 54,660 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Default FALI/AC 2006 and Later 3 0 0 Airflow cfm/s ft 0.00 Airflow (cfm/Ton) 0.0 Outside Air (%) 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3 0 Aug 3 PM 0 Jan 1 AM Outside Air (cfmis ft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 67 OF 67 OF 105 OF Heating Coil — 104 OF ROOM °F . i v l 1A n " ' 1 X A ' 68 O COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time ofCooling Peak)"" 112 / 78 °F Outside Air 0 cfm 77/63°F 77 / 63 OF 55 / 54 OF Cooling Coil i DATE _ BY 57 / 55 OF i 48.8% ROOM 75/62°F EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2014-04-01710:23:13 ID: LQ030914 Page 14 of 14 A VA Fred Sheu Engineering Structural Calculations For Bruce Dow Remodel 51-173 Marbella Court La Quinta, CA 92253 14286 California Ave. Suite # 103 Victorville, CA 92392 (760) 955-7522 CITYOF LA QUINTA BUILDING & SAFETY DEPT. pppR ZUCT ON FOR CO \ DATE 171-a— Job # S14046 April 01,2014 RECEIVED APR 0.4 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT SHE 0q. -O( - foiq MW Fred Sheu Engineering Project B R u c r) o vj Page 2 DESIGN CRITERIA & SPECIFICATIONS Job # -51 q 0"i b A. CODE: 2013 California Building Code (CBC) B. SEISMIC: per CBC section 1613 and ASCE/SEI 7-10 section 12 Method : Equivalent lateral force procedure Seismic Design Category: D Site class: D Occupancy category: II Importance factor: 1 Response modification coefficient R = 6.5 C. WIND: per CBC section 1609 and ASCE/SEI 7710 chapter 28 Method: _Simplified design wind procedure wind speed = 110 mph Exposure= C Topographic factor =10 D: SOILS Allowable soil bearing pressure 1500 psf E. LUMBER: Douglas Fir -Larch, 19% moisture content 1. 2X Joists & Rafters - #2 or Better 2. 4X, 6X, 8X Beams & Headers - #1 or Better 3. Plates, Blocking & Studs - Stud Grade or Better F. GLUED -LAMINATED BEAM: Combination: 24F -V4 Specicies: DF/DF PARALLAM BEAM: Truss Joist - MacMillan, 2.0E Parallam PSL MICROLLAM BEAM: Truss Joist - MacMillan, 1.9E Microllam LVL G. CONCRETE: Non -Monolithic Pour Foundation System, U.N.O. All slab -on -grade/ continuous footing/pads/pole footing ---------- f c = 2500 psi All structural concrete/retaining wall/column/beam------------------f c = 3000 psi H: STEEL: ASTM A572 Gr. 50 for Structural Steel ASTM A615, Gr. 40 for #3 &4, Gr. 60 or #5 and larger rebar steel ASTM A53, Gr. B for Pipe Steel, ASTM A500, Gr. B for Tube Steel I: CONCRETE BLOCK: ASTM C90, Grade N medium weight, Solid grouted all cells J: COLD FORM STEEL: ASTM A570-79 Gr. 33 for 18 through 25 Gauge ASTM A570-79 Gr. 50 for 12 through 16 Gauge K: WOOD CONSTRUCTION CONNECTOR: SIMPSON Strong -Tie or Approved Equal It is the full intention of the Engineer that these calculations conform to the California Building Code, 2013 edition. These calculations shall govern the structural portion of the working drawings. However, where any discrepancies occur between these calculations and -the -working drawings, the Engineer shall be notified immediately so proper,action,may be taken? The N t r 4 Y k -. it W i d & structural calculations included here are for the analysis and design of pri ;Ir str-uctural-s stem. i" yiNG i h Y r Ls; , The attachment of non-structural elements is the responsibility of -the architect o,r designer, N K iMI unless specifically shown otherwise. The Engineer assumes no responsibility f r work not a part nr rr i .61K M of these calculations nor for inspection to ensure construction isFperfoFrr &r '1@ordance wi h these calculations. When structural observation or field investigation the Engineer is require, the arch itect/contractor shall make separate arrangements-ithrth.e_EngineePy - Fred Sheu Engineering ROOF: L. L. Project J Q d CE Dow_ Page 3 GRAVITY LOADS = 20 psf Job# 51406 for pitch 4:12 or less D.L. Roof Cover = 10 psf 1/2" Plywood Sht'g = 1.5 psf Roof Framing = 3.5 psf 1/2" Drywall Ceiling = 2.0 psf misc. = 2.0 psf -------------------------------------------------------------------------------------------- D. L. = 19 psf Total Load = 39 psf EXTERIOR WALL: D.L. 2x stud wall = 1.5 psf 1/2" Plywood Panel = 1.5 psf 1/2" Drywall = 2.0 psf 7/8" Stucco =10.0 psf Insulation --------------------------------------------------------------------------------------------- = 1.0 psf Total = 16.0 psf INTERIOR WALL: D.L. 2x Stud Wall = 1.5 psf 3/8" Plywood Panel = 1.1 psf (2)-1/2" Drywall = 4.0 psf Misc = 3.4 psf --------------------------------------------------------------------------------------------- Total =10.0 psf C u y c -- n GTA U1JILD'NC S ,FE1 DEPT. `SPP` CVE FOR CONSTRUCTION BY FED SHEU ENGINEERING 14286 California Ave, suite 103 Victorville, CA 92392 Title: BRUCE DOW Engineer: Project Desc,: REMODE . is .. y. .. . ' _ :.? +r ^ _.,? 1. •{!.Y ♦ M r - _ .. S _ Description : B1- 24' LONG NEW OPENING CODE REFERENCES Calculations per 2of3 c8c & AS cE 7-/o,.. E : Modulus of Elasticity Load Combination Set: 2012 IBC & ASCE 7-10 UMMARY QESf GN: SUMMARY- Material Properties Maximum Bending Stress Ratio = Maximum Analysis Method: Allowable Stress Design Fb - Tension Load Combination 2012 IBC & ASCE 7-10 Fb - Compr Wood Species : DF/DF Fc - Prll Fc - Perp Wood Grade : 24F - V4 Load Combination +D+Lr+H Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D(0.266) Lr(0.28 5.125x18 Span = 24.0 ft Aoclied Loads Beam self weight calculated and added to loads E : Modulus of Elasticity Uniform Load : D = 0.2660, Lr = 0.280 , Tributary Width =1.0 ft UMMARY QESf GN: SUMMARY- Ebend- xx Maximum Bending Stress Ratio = Maximum 0.7781 Section used for this span 5.125x18 fb : Actual = 1,769.01 psi FB: Allowable = 2,274.07psi Load Combination +D+Lr+H Location of maximum on span = 12.000ft Span # where maximum occurs = Span # 1 Maximum Deflection 0.185 Job # S14046 Printed: 6 MAR 2014, 8:52PM ...Z. IEile:-C 1berRelevJ14str1s1,4046:ei6'.TIn. 2400 psi E : Modulus of Elasticity 614 1850 psi Ebend- xx 1800ksi 1650 psi Eminbend - xx 930 ksi 650 psi Ebend- yy 1600ksi 265 psi Eminbend - yy 830ksi 1100 psi Density 32.21 pcf b=t sr-x z66PL7c7 Lr=2oPIFx f4.'z 28o pL.F Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Max Downward L+Lr+S Deflection 0.469 in Ratio= 614 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.949 in Ratio= 303 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresseslor Load Combinations Load Combination Max Stress Ratios LJ%-It+_vtINU OL 0/-Xrt I 0"00JCF'0.00 Segment Length Span # _. M V C d C FN +0 3.01 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.394 0.185 1.00 0.95 +D+Lr+H 1.00F04780., ,46-9 FOAZ WN07J jV 5.96 1.00 1.00 0.95 Length = 24.0 It 1 0.778 0.365 1.00 0.95 +0+0.750Lr+0.750L+H 100 1.00 35.76 1,550.47 2274.07 5.22 0.95 Length = 24.0 ft 1 0.682 0.320 1.00 0.95 +D+0.750Lr+0.750L+0.4$OW+H 1.00 1X00-1-00_35.76_1,550.. . 2274_07 5.22 0.95 Length = 24.0 ft 1 0.682 0.320 1.00 0.95 +0+0.750Lr+0.750L+0.5250E+H 1.00 1.00 1.00 0.95 Length = 24.0 ft 1 0.682 0.320 1.00 0.95 P 0.365 :1 5.125x18 96.84 psi 265.00 psi +D+Lr+H 0.000 ft Span # 1 - II T- LMoment Values p C i C r Cm C t, `. M ' jb rte► ' -F I I V I n Shear Values k__ I fv F'v 0.00 0.00 48.-.9 265.00 0.00 0.00 96.84 265.00 0.00 0.00 84.88 265.00 0.00 0.00 84.88 265.00 0.00 0.00 84.88 265.00 LJ%-It+_vtINU OL 0/-Xrt I 0"00JCF'0.00 1.001.00 1.00 1.00 1.00 20;64 894--.86,V2274-.07) P 3.01 1.00 1.00 1.00 1.00 1.00 LT.6o 0.00 1.00 1.00 1.00 100 1.00F04780., ,46-9 FOAZ WN07J jV 5.96 1.00 1.00 1.00 10 1.00 0.00 0.00 1.00 1.00 1.00 100 1.00 35.76 1,550.47 2274.07 5.22 1.00 1.00 1.00 1 r00DP1.00: BY 0.00 0.00 1.00 1.00 1.00 1X00-1-00_35.76_1,550.. . 2274_07 5.22 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 35.76 1,550.47 2274.07 5.22 Shear Values k__ I fv F'v 0.00 0.00 48.-.9 265.00 0.00 0.00 96.84 265.00 0.00 0.00 84.88 265.00 0.00 0.00 84.88 265.00 0.00 0.00 84.88 265.00 ,FRED SHEU ENGINEERING 14286 California Ave, suite 103 Victorville, CA 92392 Title: BRUCE DOW Engineer: Project Desc.: REMODE Description: 61-24' LONG NEW OPENING OveralkMaximum"D.eflecti00s--'Unfactmd Loads Job # S14046 C v Pdnted: 6 MAR 2014. 8:52PM F>Iberfieley114st(W%00*0 Load Combination Span Max.'-' Defl Location in Span Load Combination Max. *.v Defl Location in Span D+Lr 1 0.9490 12.088 0.0000 0.000 Maximum. D"eflections,for.`load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Dell Location in Span D Only 1 0.4800 12.088 0.0000 0.000 Lr Only 1 0.4689 12.088 0.0000 0.000 D+Lr 1 0.9490 12.088 0.0000 0.000 Unfactor.6d' Support notation : Far left is #1 Values in KIPS _VertiCai;R@adon& ' Load Combination Support 1 Support 2 Overall MA imum 6.800 6.800 D Only 3.440 3.440 Lr Only 3.360 3.360 D+Lr 6.800 6.800 C'TY OF LA QUNNTA z .ETY DEPT. . IJ OR CC Z iUCTiON 4,iE BY Fred Sh eu Project 13 R U C C- Pc w Page 6 Engineering Job # S' yy J 6 BEAN SI REAetroj = 6,goo cB PAn FvoTiNGr = 6, 8o0 2 USE: Z7"!;&- A lz'DEZ-p FAO :za-#1 R1513ARS EA. WAY THERE; Is njo SHCAio. WALL BE -E -r4 ^FFEcTEv F-012 TH►S 24' Orc-,vif"C.) •T HEREFaF-C- , No L AT-GRAL /Ar+A L'tl % S NEEP Ea CITY OF LA QUANTA BUILDING & SAFETY DEPT, FOR ®ROVED RUCTION DATE