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RER (09-1321)77541 Los Arboles Dr 09-1321 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 09-00001321 77541 LOS ARBOLES 658-260-044- - - REMODEL - RESIDENTIAL LOW DENSITY RESIDENTIAL 40000 c&ht 4 40". BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: M95%4AA*1 - 06JM%(— LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: License No.: / Date: Contractor: 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, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1, 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, 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 contractorls) licensed. pursuant to the Contractors' State License Law.). I I am exempt under Sec. B.&P.C. for this reason Date: own., 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 JSec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: MOSSMAN ERIC F & VICKI 521 SAN BERNARDINO AVE NEWPORT BEACH, CA 92663rro Contractor: Owner VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/04/10 NOV 2 2 2010 CITYOFLA-QUINTA nen WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor shall forthwith comply with those provisions. bate:// 2 7 - VAppI ic 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. I . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentio inspection purposes. ,Zate: 7,70' 10 Sianature (Applican--fl Application Number . . . . . 09-00001321 ------ Structure Information INTERIOR REMODEL ----- Other struct info . . . . . CODE EDITION 2007 ---------------------------------------------------------------------------- # BEDROOMS 3.00 Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 349.50 Plan Check Fee 227.18 Issue Date . . . . Valuation . . . . 40000 Expiration Date . . 4/02/11 Qty Unit Charge Per Extension BASE FEE 252.00 15.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 97.50 Permit . . . . . . ELECT ADD/ALT/REM Additional desc . . Permit Fee . . . . 72.75 Plan Check Fee 18.19 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/02/11 Qty Unit Charge Per Extension BASE FEE 15.00 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00 95.00 .4500 ---------------------------------------------------------------------------- EA ELEC DEVICE/FIXTURE >20 42.75 Permit . . . . . . MECHANICAL Additional desc . . Permit Fee . . . . 50.50 Plan Check Fee 12.63 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/02/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 1.00 9.0000 EA MECH B/C <=3HP/100K BTU, 9.00 2.00 6.5000 ---------------------------------------------------------------------------- EA MECH VENT FAN 13.00 Permit PLUMBING Additional desc . . Permit Fee . . . . 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation 0 Expiration Date . . 4/02/11 LQPERM]rf Application Number . . . . . 09-00001321 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension BASE FEE. 15.00 2.00 6.0000 EA PLB FIXTURE 12.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 ---------------------------------------------------------------------------- Special Notes and Comments INTERIOR REMODEL TO EXPAND MASTER BATHROOM, RELOCATE FAU TO ATTIC, ADD RECESSED LIGHTING THROUGHOUT RESIDENCE AND CHANGE OUT EXISTING FENESTRATION SURFACES. THIS PERMIT DOES NOT INCLUDE ADDITIONAL CONDITIONED SQUARE FOOTAGE. 2007 CALIFORNIA BUILDING CODES. October 4, 2010 2:53:12 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 ENERGY REVIEW FEE 22.72 STRONG MOTION (SMI) - RES 4.00 Fee summary Charged Paid Credited ----------------- ---------- ---------- ---------- ---------- Due Permit Fee Total 505.75 .00 .00 505.75 Plan Check Total 266.25 .00 .00 266.2S Other Fee Total 28.72 .00 .00 28.72 Grand Total 800.72 .00 .00 800.72 LQPERMIT Bin # City of La Quinta Building ar Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 120A Building Permit Application and Tracking Sheet Permit # 0 q , j -.) -1, 1. ProjectAddress: Owner's Name: A. P. Number: Address: Legal Description: ST, Zip: elF 0'\S 65 Contractor: —City, Telephone: IN Address: Project Description: City, ST, Zip: C, LA6 Telephone: State Lie. # City Lie. I gr., Designer. L k L? IkN 6-4w 14 V,6 C_ I lzl; 6 1 Qq Address: vo City, ST, Zip: ZA\, d*, 1-6 W-q,\N I N u -'s (_0 6_,AJ b V C, ,t> Telephone: Construction Type: ancy: Project type (circle one): Now Add'n(Alte), J--_pa)i Demo State Lie. #: NameofCo ntact Person: C- Sq. FL: # Stories: #Units: Telephone # of Contact Person: 5 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE Submittal Reqwd, Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount' Structural CaIcs. Reviewed, ready for corrections Plan Ch'tck Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up iA Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for qcrcc ti--ue 10 Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up IF S.M.1. H.O.A. Approval A Plans resubmitted Grading JEN HOUSE:- Review, ready for correctio! om- Developer Impact Fee Planning Approval Called Contact Person J.P.P Pub. Wks. Appr Date of permit issue School Fees I % 60 to - Qs DE STX-, SX -4 11121 1By It CA)/ — I - I I 111 Total Permit Fees C 3 0 2009 (oJ7 low - W.Pre- ,5. /G9 711z) September 9, 2010 Mr. & Mrs. Eric Mossman 2025 Balbo Blvd. Suite B Newport Beach, CX92663 Re: 77-541 Los Arboles Dear Mr. & Mrs. Mossman.- Your architectural and landscape change requests, including the 3 -foot extension — your'Alt. B' patio plan, have been approved with the following stipulations: Actual modification must conform to the plans and specifications submitted and approved. The new window frames must match the existing frames, or the stucco color, which is Vista #33 Off White. All work is to be in compliance with local building codes and ordinances. No street parking is permitted on the south side of Los Arboles, Which is a fire lane. Work must not encroach into the CVWD utility easement, which begins approximately 7.5 feet from the edge of your property line in back. Your ' neighbor, Annette f rymark, has also made an application to remodel her patio. We'ask that you'contact her architect, Chris Hermann (760.777.9131), to sheire'you plans. You may possibly wish take advantage of design coordination and/or installation of materials — should both parties find it advantageous to do so. You or your contractor will contact us at least a week in advance of work commencing on the patio area, so we can coordinate the relocation of any common area irrigation lines. Contractors and vendors will sign the enclosed Association's Jobsite Rules, and furnish us evidence of their workers comp policy, and their liability insurance policy, naming Santa Rosa Cove Association as additionally insured. Please contact me once work is complete and we will arrange for, a final inspection., Thanks very much! yekt rE gards, D—ave Scott Community Association Manager The Santa Rosa Cove Association 49-991 Eisenhower SRC La Quinta, California (760) 777-7621 Fax: (760) 564-8418 SANTA ROSA COVE ASSOCIATION laffing Alless: P.O. Box 12920 Palm DeseM CA 92255 w4hf 4 4 a" P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 September 12, 2011 Eric F. Mossman 21025 W. Balboa Blvd. Suite B Newport Beach, CA 92663 RE: Permit. Extension Address: 77-541 Los Arb oles Drive Building Permit 09-11 3211J Dear Mr. Mossman: BUILDING & SAFETY -DEPARTMENT (760) 777-7012 FAX (760) 777-7011 I have reviewed your letter dated September 8, 2011 requesting a time extension for the remodel of your residence. Permit status: Last approved inspection: 0311412011 180 -day peri,od: 09/10/2011 1 80 -day extension date: 03/08/2012 Under the provisions'of the 2010 California Building Code Section 105.5; your request is hereby granted. Please be advised that your next inspection must be approved on or before Thursday, March 8, 2012. Sincerely, Burt Hanada Plans Examiner / Inspection Supervisor Residential Plan Check Correction List Page I of I 0 1 031 22.0 3 1 07:0.1 9496758403 TO: V 0?,-r ERIC F. MOSSMAN ARCHITECT #0585 P.001/001 ERIC F. MOSSMANT AU, 117 --M7, X V A T Ur4 C -N vr 6-T TO t4 tA V4 I T3 sq*&AWT t,,r76A.L-- t1A t 2025 W- BALBOA BLVD- SUrrE B, NEWPORT BEACK CA 92663 ( " 675-12-52 FAX )49) 675-M3 .r T -df 4 4 a" P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 June 28, 2010 Mr. Eric Mossman 2025 West Balboa Boulevard, Suite B Newport Beach, CA 92663 RE: Plan Review Extension Request — 77541 Los Arboles. Dear Mr. Mossman: BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 I have reviewed your letter dated June 19, 2010 requesting a time extension for the plan review of the residential proposed at the above address submitted under application number 09-1321. Plan review status: Original application date: 12/30/2009- 180 -day expiration date: 06/28/2010 90 -day extension date: 09/27/2010 Under-th-e provisions --of 200 Cglifb'rhia Buildifig-Gdd-e (CB -C), App-e—ndiix Chapter 1, Section 105.3.2, application extensions are limited to 90 days. Your request is hereby granted. Unless a building permit for this project is issued on or before Monday, September 27, 2010, your application will expire automatically. You p truly, Greg 90'tler Building 4 Safety Manager f, T ERIC R MOSSMAN Architect AL -q I 6-19-10 To: Gary Butler, Building & Safety Director City of La Quinta. P.O. Box 1504 78-495 Calle Tampico La Quinta, CA 92252 Subject: Remodel of 77-541 Los Arboles Drive Plan Check #09-1321 Dear Mr. Butler: JUN 23 2010 CITY OF LAO W 'J I am requesting a 90 day plan check extension for the above address, plan check # 09- 132 1. 1 am the owner/architect and -r questing additional time for the Homeowners Association approval, and to secure financing. Thank you for y9ur consideration in this matter. ,5jr-cerely, —= Eric F. an, Arch itect 2025 W. BALBOA BLVD. SUITE B, NEWPORT BEACH, CA 92663 (949) 675-1252 FAX (949) 675-8403 P.O. Box 1504 LA Q(JINTA" CALIFORNIA. 92247-1504 78-495 CAL.LE-TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (7-60) 777-7012 FAX (760) 777-7011 Disclosures & Forms, for Own'er-Bullders Appl ring for Construction Permits- LMOZANT! NOILCE To ritgrjggTy ow Dear Property Owner. .An. application for a building permit has been submitted in your name listing yourself as the builder of the.property ,improvements specified at 5 4 We are providing you with an Owner -Builder AcImowledgment-and, Information Verification For -in to make you awam -of your responsibilities and possible risk-yo'u may incur by having this -permit, . issued in your name as the Owner -Builder. We will not issue a building permit until you-1ave read, initi-alW your understanding of each pravision, signed, and returned this form to us at our official address indicated. An agent ' of the owner cannot execute thismotice unless you, the property owner, obtain the prior approval of the permitting authority. OVRq WSACKNO.W'LEI) , AND-VEMCATION-'OF,RqFOPM, I DIREC UONS. Read and -initial each statement below to. signify you und;arstand or- verify this information. 64Z 1. 1 understand a frequent practice of unlicensed per ons is to have the property owner obtain an "Owner-Buildee, building.permit that erroneously implies that the property owner is providing his or her own labor and material personAY. 1, as an Owner -Builder, may b held liable and subject to serious. financial'risk for any injuries sustained by an unlicensed person and his or her employees while working on my' property.'My homeowner's insurance may not provide coverage for those injunies. I am willfully acting as an Owner -Builder and am aware'of the limits of my insurance -coverage for injuries to workers 'on MY, property- CZ01 2. 1 understand bui - Wing pernuits are not required tobe signed by property* owners unless they are responsible for the construction and are not hiring a Licensed Contractor to assume this responsibility.. 4 t_3 I understand as an "Owner-Buildee' I am the resp'onsibleparty of record on the permit. I understand that I may protect Y. rint er name instead of my W1, from potential financial risk by hiring a licensed C ntractor and having. the pe . t filed. in big or h own. 4. 1 understand Contractors are required by law to be licensed and bonded in Califomia and to list their license numberson perinits and contracts. 5. 1 understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars, ($500), including labor and. materials, I may be considered an "employer" under state and federal law. 6. 1. understand if I am consid' 'an "employe ' under state and federal law, I must register with the state and federal ered government, withhold payroll taxes,. provide workers' compensation'disability insuratic and' contribute to unemployment compensation for each "employee." I also'understand my failure to abide by these laws may subject me. to senous financial rislL I understand under Califmia Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot -legally build them with the intent'to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does -not exceed four* within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. I understand as an Owner -guilder if I sell the property for which this pern'uit is -issued, I may be Jhe r fo i FM financial or personal. Wjuries sustaked. by. any subsequent owner(s) that -result from any latent construction fects in the worlananship or materials. 1&0 9. 1 understand I may obtain more information regarding my obligations as an "employee, &om the internal Revenue Service, the United States Small Business Administration the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CS . LU) at I- 800-321-CSLB (2752) or www.csib.ca.gov for more information about licensed contractors. am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: I agm that, asthe party legally and finaacially responsible for this proposed construction activity, .1 will abide by all applicable liws and req;uIrements that govern Owner -Builders as well as employers. 12. 1 agree to notify the issuer of this form immediately of any additions, deletions, o*r ch4 . nges to Any of the information I have provided on this form Licensed contractors are regulated by taws designed to protect the public. If you contract with someone who does not have a, license, the Contractors' State License Board may be unable to =ist . you with any finaneial loss you may sustain as a result of a complaint, Your only remedy against unlicensed Contractors may be in 6vil court. It i& also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while worldng on your property; you may be hoU fiabI6 for damages. If you obtain a permit as'Owner-Builder and wish to hire CoUbWors, you will be responsible for veriPfing whed ier or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issu.JIag..#w.permi1L NoW A cqp yoftheproperqrow sdkiver!s]A*Meiforol 404,4kodoft-, Ir ner other verification acceptable to the agency is. required to be presented when the p rmi . ( is issued to verift (he PMPeM owner's signature. Signature of property 612-1 (_ -F, k 1 i . iST&I Date - Mote: Thefollowing Authorization Form is equired to be completed by the property owner only when designating an agent of the property owner to -applyfor a construction permitfor the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNEWS U—HAL Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibffity, I hereby authorize -the following person(s) to act as myagent(s) to. ap tam ply for, sign, and file the documents necessary, to ob - " an Owner-Builde.f Permit for my project. Scope of Construction Project (or Description of Work): Project Location' or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury.that I am the property owner for the address listed above and I Personally filled out the above information and certify its accuracy. Note: A copy ofthe owner's driver's ticense, form notarization, or other verification acceptable. to the agency is required' to. be Presented when the permit is issued to verify the property owner's signature.. Property Owner's Signature: Date: 9 STRUCTURAL CALCULATIONS BY: ERIC F. MOSSMAN ARCHITECT 2025 W. BALBOA BLVD., SUITE B NEWPORT BEACH, CA 92663 PHONE: 949-675-1252 PROJECT: IVIOSSMAN RESIDENCE 77541 LOS ARBOLES LA QUINTA, CA 92253 is a lihn CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE RECE4 WED MAY 2-12010 BY: =9= it&#/ 4 ou'el 0 AR mo W9718 OF c PROJECT: REMODELING TO ERIC MOSSMAN DATE: 12-- 23 - 09 SHEET: ADDRESS: 77541 LOS ARBOLES DR. , LA QUINTA, CALIFORNIA Roof Load Q_ 5L4P-,r4j LL = 20 psf - DL + LL = 34 psf EXISTING TILE 10.0 psf Sheathing 1.5 psf Roof Joist @ 16'9 o. c. 2.5 psf --------------------------- DL 14.0 psf CEILING WEIGHT 5 / 8 " Drywall + Insulation Ceiling Joists @ 16 " Ox ------------------------------------------- 3. 0 psf 2.0 psf LL = 10 Psf , DL + LL = 15 psf Ceiling DL 5.0 psf Ceiling Joist over Dining - Span = I/', w = 15 psf : use 2 x 8 g 24 " o. c. as per attached Wood Work Sizer . Over Living : Span 12.5' , w = 15 p f: use 2 x 8 g 16 " o. c. o r— 1'7/ *' Tj f S 41 1-z -24,1 0, C- , * Over Kitchen & Bed room # 3: Span = 12.5 ': Use 2 x 8 @ 16 " o. c.' * Oiler Bed room # 2 : Max Span = 15.5', w = 15 psf : use 2 x 8 @ 16 " o. c. * Ceiling Beam over Living & Dining: Span = 18', w = ( 15 psf x 22.5 12) 169 &: Use 3 Y29 x 13 % " TJI Timber Strand . See attached Enereal Analysis. RooL Rafter over Master Bedroom .- Max Span 16.5 w 26 use 1 314 " x S A;'Micro Lam @ 16 " o. -c- as per attached calculation. .56-6 FOUNDA TION: The minimum Allowable Soil bearing pressure per 2007 CBC is 1,500 psf. Point Load from Column Post of Ceiling Beam over Dining on 12 11 wide x 12 deep Continuous Footing 1,430 lbs is much less than Allowable Point Load 3,840. 6' IT ---I K\ 5' - 11 COMPANY PROJECT WoodWorks CEILING REMODELING RESIDENCE OF ERIC MOSSMAN 77541 LOS ARBOLES DRIVE 1W, I - W 11000N "(.1 LA QUINTA, CALIFORNIA Dec. 24, 2009 10:15 CEILING JOISTS AT BED ROOM # 2 @ MOSSMAN LA QUINTA.wwb Design Check Calculation Sheet Sizer 8.11 LOADS: LOACI T,%.,i:)e Distribution Pat- Location [ftj Magnitude Un 4 t ,ern Start End Start End d 1. Dead F;ill UDL 5.0 plf Ful_ . UDL 10.0 plf MAXIMUM REA CTIONS (Ibs) and BEARING LENGTHS (in): I I 10. 15'-6'4 un accore-;: De ad S' 59 Other 71 '7 7 7actcfed: - 136 136 #2 Conah . 1 Length 0.50+ Cb 1.00 1.00 bearing length for joists is 1/2" for exterior supports Lumber -soft, D.Fir-L, No.2, W" Roof joist spaced at 16" c/c: Self -weight of 2.58 plf included in loads: Lateral support: top= full, bottom= at supports: Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis V,' -!Lie Design Value Analysis/Design .V 180 0.10 Bendincl f13 = 4 2, Fb' = 1242 fb/Fb' 0.39 Live Cefl'n 0.17 = <L/999 0.77 = L/240 0.22 Total Defl'n 0.36 = L/510 1.03 = L/180 0.35 ADDITIONAL DATA: 7A.CTORS: /E CD CM CL CF Cfu Cr Cfrt Ci Cn LC# 1 1 i.00 1.00 1.00 1.00 1.00 1.00 2 7b'+ S100 1.00 1.00. 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 FCI)' *25 - i.00 1.130 - - - - 1.00 1.00 - - E. 1.6 m i 11 _4 o! 1 1.00 1 . 00 - - 1.00 i.00 - 2 Emlin I C.;8 mil -!.i on 1.00 1-00 - - 1.00 1.00 - 2 Shear LC '12 D+L, V = 136, V design 126 lbs Bendi ng i. LC if -7 D+L, M = 5218 lbs -ft De"Ieccion: LC 4 D+L iilve) ir - ... .4- C -L (total) El '.3ec..6 Total De -flection = 1.50f ' Dead Load Deflection) + Live Load Deflection. C -dead L --- 1 --' v e S=snow W=wilnd !=impact Lr=roof live Lc=concentrated A"! LC's are listed in the Analysis OUtpUt Load c-orab-inations: ASCE 7-0; DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT CEILING REMODELING RESIDENCE OF ERIC MOSSMAN WoodWorks 77541 LOS ARBOLES DRIVE LA QUINTA, CALIFORNIA Dec. 24, 2009 10:17 CEILING JOISTS OVER KITCHEN @ I MOSSMAN LA QUINTA.wwb Design Check Calculation Sheet Sizer 8.11 LOADS: V nistribution Pat- Location (ft) Magnitude Unit 1.) e . Start End Start End Lo a J I Dead Full UDL 5.0 Plf LoaC12 Live lFull UDL i0.0 __21f MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in): 12'-6'1 10, Un f actored: 47 Dead 4-7 62 0, -her Factored: 110 Total 110 Bearing: # 2 Load Comb fl? 0.50* L e; i q ", h. 0.50, 1.00 I Cb 1 1.001 *Min. bearing length for joists is 1/2" for exterior supports Lumber -soft, D.Fir-L, No.2, W" Roof joist spaced at 16" c/c; Self -weight of 2.58 plf included in loads Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Crizerion sis value Design Value Analysis/Design S h e a z 141 Fv' = 1-110 fv/Fv' = 0.08 Bending (4-) fb = 314 Fb' = 1242 fb/Fb' = 0.25 L ive Defl'n 0.07 = <L/999 0.63 = L/240 0.1? Total Defl'n 0.15 = *L/973 0.83 = L/180 0.18 -- ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt C, Cn LC# 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 i.00 1.00 1.00 1.000 1.200 -1.00 1.15 1.00 1.00 - 625 1.00 1.00 1.00 1.00 E, 1.6 million 1.00 1.00 - 1.00 1.00 2 Em -in' 0.58 1-nill-ion 1.00 1.00 - 1.00 i.00 2 Shear Lr: 92 = D+L, V = 110, V des-ign 99 lbs Be.nd.'ng:-%: LC §2 = D+L, M = 343 lbs -ft Deflecui.on: LC 02 = D+L (live) LC #2 = D+L !total) El 7AeO , lb-in2 Tocal Deflection = 150(Dead Load Deflection) + L_ive Load Deflection. C -dead L=1 -'-.-e S=snow W=wind I=impact Lr=roof live Lc=concentrated A-11 LC's are listed in the Analys.is OL:tpLlt Load comt)inati_ons: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT CEILING REMODELING Wood, RESIDENCE OF ERIC MOSSMAN Wo r ks' 77541 LOS ARBOLES DRIVE V< ), LA QUINTA, CALIFORNIA Dec. 24, 2009 10:12 CEILING JOISTS AT DINING @ MOSSMAN LA QUINTA.wwb Design Check Calculation Sheet Sizer 8.11 LOADS: L 0 a T-ype Distribution Pat- Location [ft] Magnitude Unit terni Start. End Start End Loa d I Dead Full UDL 5.0 Plf Live Full UDL 10.0 plf MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in): 10, 11' 42 Other 55 Factored: 7c! t al 97 Be -11- 1 na: #2 Tength O.co+ 0.50* Cb 1.00 *Min. bearing length for joists is 1/2" for exterior supports Lumber -soft, D.Fir-L, No.2, W" Roof joist spaced at 24" c/c-, Self -weight of 2.58 plf included in loads; Lateral support: top= full. bottom= at supports: Repetitive factor: applied where permitted (refer to online help): Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Cri 2rior Analysis Value IDPsion Value lAnalvsis/Desigr. fV = i2 Fv, 180 fv/Fv: 0.07 Bend- Fb' = i242 fb/7b 0.20 "Cl 243 fb = - L i e De' , I'n 0.014 = <L/9 99 0.55 = L/2240 0.08 Total De f l'n 0.09 = ' L/999 0.73 = L/180 0. 13 ADDITIONAL DATA: 7/E CD CH Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' -. O. i.00 1.00 i.00 - - - - 1, 1.00 1.00 1.00 2 Fb'+ 900 '..00 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 1.00 1.00 - - - - 1.00 1.00 - - E. i.6 Million 1.00 1.00 - - i.00 1.00 - 2 Eniin' 0.58 Million 1.00 1.00 - - 1.00 1.00 - 2 Shea., LC 42 = D+L, V = 97, V design 86 lbs Pending LC 2 = D+T-, H = 2'66 lbs -ft Dc 'J. ion. L. C C = D-- 1. ive 1 D+' --itotal) lb -in_' Tota! Deflection 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snr_-,a W=t,;ind I=impact Lr=roof live Lc=concentrated All LC -'s are 3isted in the Anal.ysis output -Coirib..ina."Ions: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Title Block Line 1 Title: Section used for this span Job # You c9n changes this area Dsgnr: 855.97psi fv : Actual using the "Settings" menu item Project Desc.: Fv: Allowable Load Combination and then using the "Printing & Project Notes Location of maximum on span 9.000ft Title Block" selection, Span # where maximum occurs Span Span # where maximum occurs Title Block Line 6 ?Nws!,! 24 DEC 200 10 27A:14 Wood Beam Design 708 Max Upward L+Lr+S Deflection ENERCALC. INC. 1983-2009, Ver: 6.0.24, N:22198 4 W..'XIIII 'ATZ I ! * Max Downward Total Deflection 0.487 in Ratio= n - 0 , I . j, I Description : CEILING BEAM OVER LIVING& DlNlNG AT ERIC MOSSMAN REMODELING, 77541 LOS ARBOLES DRIVE, LA QUINTA CALIFORNIA Material Properties Maximum Forces & Stresses for Load Combinations Calculations per 113C 2006, CBC 2007, 2005 NIDS Analysis Method: Allowable Stress Design Fb - Tension 1700 psi E : Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 1700 psi Ebend-xx 11300ksi Fc - PrIl 1400 psi Eminbend - xx 660.75ksi Wood Species iLevel Truss Joist Fc - Perp Fv 680 psi 400 psi Length = 18.0 It Wood Grade TimberStrand LSL 1.3E - Beam/Col Ft 1075 psi Density 32.21 pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling Length = 18.0 It 1 0.188 0.043 1.000 2.73 319.72 1,700.00 i-- T T T T 3.5xI3.25 Span = 18.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0570. L = 0.1130 ksf, Tributary Width = 1.0 f! DESIGN SUMMARY WITTLQ Maximum Bending Stress Ratio 0.504 1 Maximum Shear Stress Ratio Section used for this span 3.5 x 13.25 Section used for this span fb : Actual 855.97psi fv : Actual FB: Allowable 1,700.00psi Fv: Allowable Load Combination +D+L H Load Combination Location of maximum on span 9.000ft Location of maximum on span Span # where maximum occurs Span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection 0.305 in Ratio = 708 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.487 in Ratio= 443 Max Upward Total Deflection 0.000 in Ratio 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span # M V C d Mactual fb-design Fb-allow +D Length = 18.0 It 1 0.188 0.043 1.000 2.73 319.72 1,700.00 +D+L+H Length = 18.0 It 0.504 0.116 1.000 7.31 855.97 1,700.00 +D+Lr+H Length = 18.0 It 1 0.188 0.043 1.000 2.73 319.72 1,700.00 +D+0.750Lr+0.750L+H Length = 18.0 it 1 0.425 0.097 1.000 6.16 721.91 1,700.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Cell Location in Span Load Combination D+L+Lr 1 0.4869 9.090 0.116 : 1 3.5x 13.25 46.21 psi 400.00 psi +D+L+H 16.920 ft Span # 1 Summary of Shear Values Vactual tv-design Fv-allow 0.53 17.26 400.00 1.43 46.21 400.00 0.53 17.26 400.00 1.20 38.97 400.00 Max. "+" Deft Location in Span 0.0000 0.000 Title Block Line I Title : Job # You can changes this area Dsgnr: using the "Settings' menu item Project Desc.: and [hen using the "Printing & Project Notes Title Block" selection. Title Block Line 6 hv*rl 24 ;)"K 200L Wood Beam Design ENERCALC, INC. 1983-2009, Ver: 6.0.24, N:22198 1151:1 sPr4 777.T-511111 W-1 i7i B 0 0 [ I Description CEILING BEAM OVER LIVING & DINING AT ERIC MOSSMAN REMODELING, 77541 LOS ARBOLES DRIVE, LA QUINTA CALIFORNIA Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.623 1.623 D Only 0.606 0.606 L Only 1.017 1.017 D+L+S 1.623 1.623 D -L -Lr 1.623 1.623 ow Co M, o44 ,115 4A fz",o Lf:% Lt .j por 15 2)4 Ito t5p C7 kl I to IA + 1 ct.A4 Av '11. 5 ;01 02 Al V;l IqAlp - 1 .1 4 - ! ), % q 0 if.0 ' 4 4 f ", to + 'A L 'YvL 0. IP:L,,o I" Eric F. JVlossman Architect AIA 2025 W. Balboa Blvd., Suite B Newport Beach, CA 92,363 3 e.. told. -7151 ts' 1493fW tN Q()(Wfm'tC&-' m PRQJECT. REMODELING TO ERIC MOSSMAN DATE: 12 - 23 - 09 SHEET: - A, CALIFORNIA ADaRESS - 77541 LOS ARBOLES DR. , LA QUINT POINT LOAD ON CONTINUOUS FOOTING Footing Width(FW) - 12 in: Footing Depth(FD)= Soil Bearing(SB)= 12 1000 in. psf Increase Width (IW)= 0 psf Maximum Soil Bearing= 2000 psf Increase Depth (ID)= 200 psf Plain Concrete Design: 960 960 F'c= 2500 psi , Tension Fb= 80.00 psi PER'94 uBC, SECTION 1923.7 Example: Fsoil = ((D - FD) + 12 x ID) + ((W - FW) + 12" x IW) + SB F'soil = Fsoil - (D + 12 x (150-110)) w = W x F'soil + 12 M = Fb x W x D12 + 12" + 6 L = (2 x M +. W)Aj /2 Pmax = 2 x L x w Note: For point loads on footings with uniform loads take the difference between "w" above and the uniform load, then multiply by two and by "L" above for P'max D (")I_F Soil (Psf) W (#Ift) M I#) L (ft) Pmax (#) 12 x 12 960 960 1920 2.00 3840 15 x 12 960 1200 2400 2.00 4800 18 x 12 960 1440 2880 2.00 5760 21 x 12 960 1680 3360 2.00 6720 24 x 12 960 1920 3840 2.00 7680 12 x 15 1000 1000 3000 2.45 4899 15 x 15 1000 1250 3750 2.45 6124 18 X 15 1000 1500 4500 2.45 7348 24 x 15 1000 2000 6000 2.45 9798 30 x 15 1000 2500 7500 2.45 12247 12 x 18 1040 1040 4320 2.88 5995 15 x 18 1040 1300 5400 2.88 7494 18 X 18 1040 1560 64 ' 80 2.88 8993 21 x 18 1040 1820 7560 2.88 10492 24 x 18 1040 2080 8640 2.88 11990 12 x 21 1080 1080 5880 3.30 7128 15 x 21 1080 1350 7350 3.30 8910 18 x 21 1080 1620 8820 3.30 10691 21 x 21 1080 1890 10290 3.30 12473 24 x 21 1080 2160 11760 3.30 14255 12 x 24 1120 1120 7680 3.70 8295 15 x 24 1120 1400 9600 3.70 10369 18 x 24 1120 1680 11520 '3.70 12443 21 x 24 1120 1960 13440 3.70 14517 24 x 24 1120 2240 15360 3.70 16591 Note: For point loads on footings with uniform loads take the difference between "w" above and the uniform load, then multiply by two and by "L" above for P'max I TITLE 24 REPORT I Title 24 Report for: REMODEL TO MOSSMAN RESIDENCE 77541 LOS ARBOLES DRIVE LA QUINTA, CA Project Designer: ERIC F. MOSSMAN, ARCHITECT 2025 W. BALBOA BLVD. SUITE B NEWPORT BEACH, CA 92663 (949) 675-1252 Report Prepared By: MARK MADISON ENERGY CODE WORKS 2600 Michelson Drive Suite 1700 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE I IV! lllt: , k -.,M VC -Q I C- (800) 700-0131 T>1r-1 C,- -x- CqDEN&7 Tz- IFr-- S .energywdexom Job Number: 204353 Date: 9/16/2010 BY. - 110 S5 10' %—V -,JL VJC-4r) SEP 2 0 2010 The EnergyPro computer program has been used to perform the c—a1tt4&fiQassvn11ra—rized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. I EnergyPro 4.4 by EnergySoft Job Number: 204353 User Number: 1562 I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 8 Form WS -5R Residential Kitchen Lighting 10 HVAC System Heating and Cooling Loads Summary 11 Cj CBE' C California Association of Builchn nts Mark Madison R08-08-302 & NROB-08-526 i&'s CIHI(EIR'So U."fled HE 'k5 R.%T (WO)M0131 Mar M.dl,.n -IM CAB- c CERTIFICATE,# R05 -07T5347 Mark Madison CERTIFIED ENERGY PLANS'EXAMINER Californ4a Residential Enem Standards I EnergyPro, 4.4 by EnergySoft Job Number: 204353 User Number: 1562 Certificate Of Compliance : Residential (Part 1 of 4) CF -1 R _REU0_Df_L_T_0_U0_S_S MAN- RESIDENCE 1,558 ft2 Existing Floor Area: _9/1 F;Ipnl n Project Title =5-4-1-L.0-S-AE[B-O-LF-S-D-aV-F--LA-QUI.NIA 0 ft2 Slab on Grade Area: Date Project Address 8.0 ft Number of Dwelling Units: Building Permit # T_NERG)LC0DF_W0_R 1 800) 700-0131 Ian Check/Date Documentation Author Altered- D2_A9_(Ea02_-A1a)_ Existing-ElooLArea Telephone I IX 1 X 1 X D _CA_ -C-limate-Zone-1-5 Field Check/Date -En Co 11 ce Method Existing- .0 Existing-ElooLArea Climate Zone TDV Standard Proposed Compliance -(KR!U-/-Sf -Y-1) Design Design Margin Space Heating 10.33 3.95 6.39 Space Cooling 178.35 135.57 42.79 Fans 22.86 19.13 3.73 Domestic Hot Water 17.37 17.37 0.00 1:1 Pumps 0.00 0.00 0.00 Totals 228.92 176.02 52.90 Percent better than Standard: 23.1% Building Type: W Single Family El Multi Family Building Front Orientation: FuelType: Fenestration: E] Addition EX -1 Existing + Add/Alt (E) 90 deg Natural Gas Area: 381 ft2 Avg. U: Ratio: 24.5% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name Floor Area -NEW-HEAT-RUMP 1,558 0.42 0.43 Total Conditioned Floor Area: 1,558 ft2 Existing Floor Area: 1,558 ft2 Raised Floor Area: 0 ft2 Slab on Grade Area: 800 ft2 Average Ceiling Height: 8.0 ft Number of Dwelling Units: 1.00 Number of Stories: 1 # of Volume Units _Zone Type _12,464 -1-.00- ---Conditioned- OPAQUE SURFACES Insulation Act. Gains Condition Thermostat Vent Type Hgt. Area -Setback -2 ___n1a Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Y/N Status JA IV Reterence Location / (;omments Roof-Woorl ---100- -0-029- -B--38- __R=0_0_ -0- Roof-_ Wood- _88- -U29- -EL-38- -3-0-0- o ,Roof- -W-oojd-- 70 -0.025- -EL38- -J3-5-0- -0- Roof- Wood IJB -0.03-4- -R--25- __R_5_0_ -0- 0 RooL_ Wood- 2SO- -0.0-11- _13=38- -B--24.3- 0 0 RooL_ Wood- _335- -0.023- -P--38- -Rz8.3- __0__0 N DAltered Altesed_ .02-AtJ_(E_=02_A1aY Existing_EIooL&ea _02AWE_=02A14 Existing-ELooLAre, Aftered- 02-_A:U_(E_=02_W_aJ -Existing-ElooLArea Altered- .02 A8_(E=_02_Ata_)_ Existing-ElooLArea Altered-- -02-Al 2 2-A1.4 Existing-EtonLArea Altered- _02A1_2_(E_=02_-A1a Existing-800LAren Roof- Wood _926- -0.036- -R=30- -8=0.0- _0___0 Existing_ Altered- D2_A9_(Ea02_-A1a)_ Existing-ElooLArea _WA I Wbod- ____46B_ -0-110- --EL-0.0- Wall Wood- _531 -0-110- _RJ -_1 _13 0.0_ _W.alL_,W_oGd_ 242 -0.1-10- _R 11 _80.0- Wall-Woorl _380- -0.110- ---PJJ- -ELO-0- --go--9,0 -27-0--9.0 -1.80--9.0 -0--90 IX 1 X 1 X D DExisting- ElExisting- H - P Existing-ElooE-Area _0g_A2_ Emisting-ElonLAcea. -0.9zAP Existing-BooLArea Existing- .0 Existing-ElooLArea 0 El H 1:1 El I Run Initiation Time: 09/16/10 19:26:56 Run Code: 1284690416 1 EnergyPro, 4.4 by Energysoft User Number: 1562 Job Number: 204353 Page: 3 of 11 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R REMODEL TO MOSSMAN RESIDENCE 9/16/2010 Project Title Date FENESTRATION SURFACES Area Thick.Heat Inside (sf) (in.) Cap. Cond. R -Val. JA IV Reference Condition Status Location/ Comments Concrete, HeayMeight 800 3.50 28 0.98 0 True Cond. Location/ # 2 Type Area LI -Factor' SHGC Am. Tilt Stat. Glazing Type Comments -I- _Sk0ight__Bight._(R)_ 2..0_ _L280 _t16_& -0-8-0 _116-13 -0- -0- Existing-Exist.-Sky.light _-Existing-ElooLAcen 2 Skylight Ri ht (N) 2.0 1.280 116-A 0.80 116-B 0 0 EListing_Exist. S y ight Existin Floor Area 3 Window Front (E) 25.0 0.480 116-A 0.65 11 6-B -6.3-40 90 90 New New French Entrykpors Existina Floor Area 4 Window Front JEL 20.0 NFRQ 0.27 NFRQ 90 90 New New Op Window #2 Existino Floor Area 5 Window Front 6.0 0.340 NFRQ 0.27 NFRQ 90 90 New New Op Window #3 Existing Floor Area 6 2 L40 NFRQ 0.27 NFFQ 90 90 New New 0 Window #4 Existing Floor Ar 5i 7 _g___ _-50-0- Wjnd w Front - 3AO EB_ 027 NFRC 0, _R C 90 _90- New UeA_Qp_Window_#5 iskag Floor r:a 8 Window Front _(E)_ 6.0 0.340 NFRC 0.27 NFRC 90 90 New New Op Window #6 Existing Floor Area -9- Window__EronA__(E)____3_3_0_ 0-990 116- .-Q.7-4 116-B --%Q- -9O-f3emoyedP-e.mQyed-Entry-DooL--ExLsi J-0 Window Front __(Q_ 20.0 __1.Z_0 11 6-A _0M. 116-13 ---- 90- _9k Remoye-dR-emoved Window #2 Exi ling Floor Area.... -- 11 Window Front _LEI 12.0 1.28 116-A 0.80 116-B 90 90 RemovecBernoved Window #3 Existino Floor Area 12 -Window Front (E) 25.0 128171 116-A 0.80' _16B_90 90 RemovedRemoved Window #4 Existing Floor Area 13. _Wif:Ldow__aQaL___(E)_ --49.5- _J,2_a0 J16 -A _0..80 JJ.6--B _90- _90- Bemo-vecBernoxed- W -i r, - - -Eksting-BooLA en 14 Window Front 7.5 1.190 116-A 0.83 116-B 90 90 FlemovedRernoved Window #6 - Existin Floor Area 15 __(EL Window Rear (W) 14.0 0.340 NFRC 0.27 NFRC 270 90 New New Op Window #9 Existin Floor Area 16 Window Rear _LWL 27.5 0.320 NFRC 0.27 NFRC 270 90 New New Fx Window #12 - Existin Floor Area 17 Window Rear _( YL 27.5 0.320 NFRQ 0.27 -NEELC 270 90 New New Fx Window #13 Exi Floor Area 18 -Window Rear (W) 14.0 1.190 116-A 0.83 116-B 270 90 RemovedRemoved Window #9 Existing Floor Area J-9 Window ReaL-(-W)- 27.5 __1JR0 116 -A -QM 116-B 270 _90- -Ex-isting Floor Area 1. Indicate source either from NFRC or Table 11 6A. 2. Indicate source either from NFRC or Table 1 16B. INTERIOR AND EXTERIOR SHADING Window __Qverhang_ Left Fin Ri ht Fin # Exterior Shade T e SHQC -Pg-t. Wd. Len. Hgt. I -Ext. F[Ext. Dist. Len. Hgt. Dist. Len. Hgt. 1 None 1.00 2 None 1.00 3 Bug Screen 076 4 Bug Screen - 0.76 5 Bug Screen - 0.76 6 Bug Screen - 0.76 7 Buo Screen 0.76 8 Bug Screen 0.76 9 pug_§jcreen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 076 15 Bug Screen 076 16 Bug Screen 076 17 076 18 Bug Screen 0.76 19 ug_ creen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Type Area Thick.Heat Inside (sf) (in.) Cap. Cond. R -Val. JA IV Reference Condition Status Location/ Comments Concrete, HeayMeight 800 3.50 28 0.98 0 26 -Al isting _ x E j Floor Area Slab on Grade PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 99 None No Insulation 26 -Al Existing Existing Floor Area Run Initiation Time: 09/16/10 19:26:56 Run Code: 1284690416 EnergyPro 4.4 by EnergySoft User Number: 1562 Job Number: 204353 Page: 4 of I I Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R REMODEL TO MOSSMAN RESIDENCE 9/16/2010 Project Title Date FENESTRATION SURFACES 2 True Cond. Location/ # Tvr)e Area U -Factor' SHGC Azm. Tilt Stat. Glazinci Tvpe Comments 20. -Window-Re-ar (W) 27.5 -1-19D -116-A 0.83 -116mB ---270- -90- Rerno-vedRemomed-Wind 11 -Usting-ElaoLkea- 21 Window Left (S) 15.0 0.320 NFRQ 0.27 NFRC 180 90 New New Fx Window #7 Existin Floor Area 22 Window Left (S) 15.0 0.320 NFRQ 0.27 NFRQ 180 90 New New Fx Window #8 Existing Floor Area 23 Window Left -(a)- 42.0 0.530 116-A 0.65 116-B 180 90 New New Patio Door #10 Existing Floor Area 24 Window Left -LS)- 42.0 0.530 116-A 0.65 116-B 180 90 New New Patio Door #11 Existing Floor Area 25 Window Left (S) 42.0 0.530 116-A 0.65 116-B 180 90 New New Patio Door #15 Existin Floor Area M 58.0 1.28 11 6-A 116-B --1-8L -90- Remove 2emoyed n -wAZ- Existing Floor Area -WjndoA--L-eft-(5)- -0-8-0 27 Window Left _( jL 15.0 1.280 116-A 0.80 116-B 180 90 RemovedRemoved Window #8 Existing Floor Area 28 -Ztindow I eft 49A 1.25 AJ -6-&-0-80 J16 --B --J-80- -0- -Existing Floor Are 29 Window Left (S) 27.5 1.19 11116-A-013 116-B 180 90 Removed8emoved, Window #11 Existin Floor Area M Window Left S) 42.0 1.250 116-A 0.80 116-B 180 90 FlemovedRemoved Patio Door #15 Existing Floor Area 31 Window Right (N) 20.0 0.340 NFRQ 0.27 NFRQ 0 90 New New Op Window #1 Existina Floor Area .32- -Wbd-ovv-J1gtLL--W)- ---?-OAI -A-280 11 6-A -U-0 -U6J3 -0- -9D- Elemo-ve.cFle.mo-ve-d-Window-#J--Existin- Fl -r Arpa 1. Indicate source either from NFRC or Table 11 6A. 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. I -Ext. FlExt. Dist. Len. Hgt. Dist. Len. Hgt. 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 auA Screen 0.76 27 Bug Screen 0.76 28 Buq Screen 076 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 32 Bug Screen 076 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: 09116/10 19:26:56 Run Code: 1284690416 EnergyPro, 4.4 by EnergySoft User Number: 1562 Job Number: 204353 Page: 5 of 11 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R REMODEL TO MOSSMAN RESIDENCE 9/16/2010 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type NEW HEAT PUMP _ Split Heat Pump 8.00 HSPF Split Heat Pump 13.0 SEER Altered Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? NEW HEAT PUMP Ducted Ducted Attic 6.0 _ LxListing_ No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy TankInsul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss I(%) Ext. EXIST. WATER HEATER Small Gas No Pipe Insulation 1 40,000 40 Existing 0.48 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Pi in Add 1/2" Control # HP Type in Plenum Outside Buried Insulation COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: ERIC F. MOSSMAN, ARCHITECT Address: 2025 W. BALBOA BLVD. SUITE B NEWPORT BEACH, CA 92663 Telepho :(94 675-1252 Lic. #: C, I I V V/Gflo (signature) P te) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) Number: 1562 Documentation Author Name: MARK MADISON Title/Firm: ENERGY CODE WORKS Address: 2600 Michelson Drive Suite 1700 Irvine, CA 92612 Telephone: _00) 700-0131 7 'V 9/16/10 (signature) L (date) C r- ; ABEc CERTIFICATE # R05-07-5347 Mark Madisoh CERTIFIED ENERGY PLANS EXAMINER 2005 California R asidential Ener& Standards Certificate Of Compliance :Residential (Part 4 oL4 J CF -1 R_ REMODEL TO MOSSMAN RESIDENCE 9/16/2010 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 —f--m—to — rlatarminpQ thandpniiarvnf thp iuntification. and mavreiect a buildina or desian that otherwise complies )ased on the adequacy of the special justification and documentation submitted. Plan I Field HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan F I EneroyPro 4.4 by Enerqysoft User Number: 1562 Job Number: 204353 Page:7 of 11 —1 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Check or initial applicable boxes or check NA if not applicable and included with the DESCRIPTION permit application documentation. N/A DESIGNER ENFORCE - MENT Building Envelope Measures 150(a): Minimum P-19 in wood ceiling insulation or equivalent LI -factor in metal frame ceiling. El nX F1 150(b): Loose fill insulation manufacturer's labeled R -Value:_. El El El 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent LI -factor in metal frame walls (does not El N El apply to exterior mass walls). El ER D 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. El 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: El nX F1 a. closable metal or glass door covering the entire opening of the firebox El N El b. outside air intake with damper and control, flue damper and control 11 N El 2. No continuous burning gas pilot lights allowed. El ER D 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the AGM Residential Manual. El E] El 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. El El El 1150(l): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor 11 El El permeance rate no greater than 2.0 permfinch. 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include El N CF -6R Form: El El El 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfillralion Controls. i. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. nX F-1 2. Fenestration products (except field fabricated) have label with certified LI -Factor, certified Solar Heat Gain E] ER E] Coefficient (SHGC), and infiltration certification. El El 1-1 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. R El Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. El nX F1 § 150(i): Setback thermostat on all applicable heating and/or cooling systems. nX E] § 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 having an installed thermal resistance of R-1 2 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-1 2 external insulation or R-1 6 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-AtB 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 El 0 length of recirculating sections of hot water pipes shall be insulated to Table 150B. El El El 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and 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. E] El E] 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, El El 1-1 and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed El El 1-1 entirety in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. 0 El El EnergyPro 4.4 by EnergySoft User Number: 1562 Job Number: 204353 Page:8ofll Mandatory Measures Summarv: 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 supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE - DESCRIPTION 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, El 191 0 605, and Standard 6-5; suppty-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. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time swritch. 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. 15O(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) certfied to comply with Section 119(d). 150(k)4: Permanent installed luminaires located other than in kitchens bathrooms, garages, laundry rooms, and utility rooms s g 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 11 9(d) that d6es 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 fighting 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 I I 9(d). 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). El R El R El 191 1:1 I 0 [i] 0 El Eil 0 El [R] 0 0 FX1 0 El El E] El R E] El El El 0 R 0 El 0 El 0 El 1:1 El 191 El 1:1 0 0 0 0 1:1 0 El 0 I Energypro 4.4 by EnergySoft User Number: 1562 Job Number: 204353 Page: 9 of 11 Residential Kitchen Lighting Worksheet WS -5R REMODEL TO MOSSMAN RESIDENCE 9/16/2010 Project Title Date 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. Luminaire Type High Efficacy? Watts Quantity High Efficacy Watts Other Watts 13w T5 Undercab Fluor Yes _X No F-1 13.0 X 2 = 26 or 8w T5 Undercab Fluor Yes X1 No 1 1 8.0 x —3 = 24 or 20w Halogen Yes No X1 20.0 x 2 = or 40 24w Fluor Yes X No 1 24.0 x I = 24 or 32w Compact Fluor Yes X —No 1 32.0 x 2 = 64 or 50w Incandescent Yes No X 50.0 x 1 = or 50 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 0 Yes No x or Total A: 138 B: 90, COMPLIES IF A >_ B YES R_ NOE] I EnerovPro 4.4 bv Enercivsoft User Number: 1562 Job Number: 204353 Page:10 of 11 IHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE REMODEL TO MOSSMAN RESIDENCE 9/16/2010 SYSTEM NAME FLOOR AREA NEW HEAT PUMP 1,558 1--9V-qTF;M LOAD 1 26.0 OF Outside Air 0 cfm 68.1 0 F 11.0 / 72.5 OF Outside Air 0 cfm 81.3/63.2 0 F Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD I COIL COOLING PEAK COIL HTG. PEAK I CFM ISensiblel Latent CF I Sensible L_111L8 27,852 -2411 682 25,404 0 5,238 3,085 0 0 1 0 0 011 0 0 0 0 5,238 3,085 —7--- 38,3271 214 NEW HEAT PUMP 41,185 0 28,730 Total Adjusted System Output (Adjusted for Peak Design Conditions) 1 41,1851 01 TIME OF SYSTEM PEAK I Aug 2 pm I Jan 12 am 68.1 OF m 105.00F Heating Coil -(,@..IT Supply Fan 1500 cfm 105.0 OF Supply Air Ducts 103.1 OF ROOMS 70.0 OF K Return Air Ducts '4 81.3 / 63.2 OF 55.0 / 53.5 OF 55.0 / 53.5 OF Supply Air Ducts Cooling Coil Supply Fan 58.3 / 54.8 OF 1500 cfm 40.6% R.H. ROOMS 1 78.0 62.0 OF % Return Air Ducts 1 I Ener-QyPro 4.4 by EnerqySoft User Number: 1562 Job Number: 204353 Pagel I of 11 1