The URL can be used to link to this page

AR (07-2293)77742 Avenida Madrugada 07-2293 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 07-00002293 77742 AVENIDA MADRUGADA 773-340-066-66 -14496 - ADDITION - RESIDENTIAL LOW DENSITY RESIDENTIAL 20000 Architect or Engineer: 44Q 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 Class: B Li e 2e962 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 _ 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 ISec. 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 1 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: SAROYAN RESIDENCE 77742 AVENIDA MADRU LA QUINTA, CA 92253 (760)564-0083 Contractor: KW CONSTRUCTION PO BOX 1756 PALM DESERT, CA 92261 (760)346-4272 Lic. No.: 299962 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/10/07 PCU 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 STATE FLJND Policy Number 2290022380 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 l- 7bn0 of the Labor Co e, I shall fo w }hpy wi those provisions. Date: Applicant: 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 bui 'ng construction, and hereby authorize representatives of this co Pty tto/o enter upon the above-mentioned pr for insp t' ,fur es Date:)(/' VSignature (Applicant or Agent)/ Application Number . . . . 07-00002293 Permit BUILDING PERMIT Additional desc . Permit Fee 207.00 Plan Check Fee 134.55 Issue Date . . .'. Valuation . . . . 20000 Expiration Date . 3/08/08 Qty Unit Charge Per Extension BASE FEE 45.00 18.00 9.0000 --------------------------- THOU BLDG ------------------------------------------------- 2,001-25.,000 162.00 Permit . . . ELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 19.41 Plan Check Fee 4.85 Issue Date . . . . Valuation 0 Expiration Date 3/08/08 Qty Unit Charge Per ..Extension BASE FEE 15.00 126.00 .0350 ---------------------------------------------------------------------------- ELEC NEW RES - 1 OR 2 FAMILY 4.41 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 24.00 Plan Check Fee 6.00 Issue Date Valuation . . . . 0 Expiration Date 3/08/08 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH APPL REP/ALT/ADD 9.00 ---------------------------------------=------------------------------------ Special Notes and Comments addition to existing bedroom 126 ------------------------------------------------------------------'---------- sq. ft. Other Fees . . . ENERGY REVIEW FEE 13.46 STRONG MOTION (SMI) - RES .2.00 . Fee summary Charged - - - - - - - - - - - - - ------ - - - - ---- Paid Credited -- - - - - ------ - - - - ----- Due - - - - - - - -- Permit Fee Total 250.41 .00 .00 250.41 Plan Check Total 145.40 .00 ".00 145.40 Other Fee Total 15.46 .00 .00 15.46 Grand Total 411.27 .00 .00 411.27 LQPERMIT Bin # City of La Quinta Building 8E 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: V 7–M2 2 A., v, e ; Q Owner's Name: u O A. P. Number: Address: -77-7l 2 Q �4 Legal Description: Contractor: C0hS4-i^4C 1"O City, ST, Zip: �A a 5 3 Telephone: 5 p o .3 • ' Address: ® 17 5- Project Description: City, ST, Zip: Pa Lm A ej e,4 CQ `G 2,2,La P-V *--o p 123 Telephone: State Lic. # : a, City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: P� I State Lic.*Wl-.a Name of Contact Person: �� dS o ►� Construction Type: Occupancy: Project type (circle one): Ne=Add' ter Repair Demo Sq. Ft.: ` ✓� # Stories: #Units: Telephone # of Contact Person: CeC l 3 '" f! Q � Estimated Value of Project. 000 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACMG . PERMIT FEES Plan Sets Plan Check submitted, 3 Item Amount —Structural Calcs. Reviewed, ready f r corrections Plan Check Deposit Truss Calcs. Called Contact Per n 77 ( Plan Check Balance nergy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted . Mechanical Grading.plan 2"" Review, ready for correcti sfi ue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7rd Review, ready for corrections/issue Developer Impact Fde Planning Approval. Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees ��lo ��v6cG *6*00? will Caa lmu lonbh -, ou 00*0GI M V At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to in the amount of $0.00 X 126 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Kenneth Wilhellmson Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Espe Lara Signature Check No. 0.00 Telephone 3464272 Funding Residential , Payment Recd 0.00 - - Over/Uride—r r may.• :' NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above Will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District(' s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original- Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 4 -S A2LED 47950 Dune Palms Road ¢ BERMUDA DUNES O Date 9/11/07 La Quinta, CA 92253 Gn RANCHO MIRAGE INDIAN WELLS . No. 29684 (760) 771-8515 PALM `y 'v aINDIO y 0 Owner Saroyan APN # 772-340-066-66 Address 77-743 Avenida Madrugada Jurisdiction La Quinta City La Quinta Zip Permit # Tract # Study Area Type Single Family Residence No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 77743 Avenida Madrugada 126 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to in the amount of $0.00 X 126 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Kenneth Wilhellmson Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Espe Lara Signature Check No. 0.00 Telephone 3464272 Funding Residential , Payment Recd 0.00 - - Over/Uride—r r may.• :' NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above Will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District(' s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original- Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting Client: K.W. CONSTRUCTION (760) 346-4272 OR 413-17 Project: 5AROYAN REMODEL A(Ad reoo: 77742 Avenida Madrupda Santa Rosa Cove La Quinta Job: 07-191 Date: 10 August 20 7DE CITY OF to QUIN' BUILDING & SAF APPROVED the., fly .0e ucTlol DA QOBY STRUCTURAL AND CIVIL ENGIN DENISE R. POELTLER, INC. 73.661 Highway 1 1 1 • Suite G • Palm Desert, California 92260 TEL. (760) 779-0405 • FAX (760) 779-1317 drpfly@aol.com Ffi COdC 4 AUG 1 3 2007 ►A %o 73661 Highway 111, Sulte G Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 www.theflyingbuttress.com PROJECT: BY P i -v DATE REVISED 5AROYAN "1'1.742 Ave. Modrugodo La Gtuinta Santa Rosa Cove K.W. CONSTRUCTION P.O. Box 1756 Palm Desert, CA 12261 (760) 346-4272 CELL 413-1706 STRUCJURAL CALCULATIONS DESIGN AND DETAILING OF: I. Beams, posts, and footings. 2. Lateral analysis. TILE ROOF LOADS Suncrete Mission Clay the Felt 141/32" Plywood Framing: 2x at 24" o.c. Insulation 1/2" Gypboard Mech. + Misc. Dead Load Live Load (4:12 pitch) FLAT ROOF LOADS Composition roofing IQ/32" Plywood Framing: 2x at 24" o.c Insulation 1/2" Gypboard Mech. + Misc. = 10.0 P5F = 0.5 PSF = 1.8 PSF = 3.0 PSF 1.0 PSF = 2.2 PSF = 1.5 PSF = 20.0 PSF = I b, 14,12 PSF = 6.0 P5F = 1.5 P5F = 3.0 P5F = 1.0 PSF = 2.2 P5F 2.0 P5F Dead Load = 16.0 PSF Live Load (0.25:12 pitch) = 20, 16, 12 PSF # " -t 3 PAGE,_ OF ? 0 IQQ7 UBC 2001 GBG th& f Ly%vljol, lycct ew 73661 Highway 111, Suite G Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 www.theftyingbuttress.com PROJECT: BY p RP DATE 8/0 .7 5AROYAN # 01 -ICY I '1'1'742 Ave. Madrugoda REVISED Lo Qulnta PAGE Santa Rosa cove OF K.W. CONSTRUCTION P.O. Box 1'156 Palm Desert, CA 82261 (760) 546-42-72 CELL 415-1-706 CONCRETE STRENGTH f' c = 2500 PSI 28 -Day Minimum Compressive Strength STEEL F y = 40 K51, Grade 40, ASTM A615 I '; v "c' iN """""• P/ BY DATE /® ! 5AROYAN # of - q i 73661 Highway 111, Suite G REVISED '1-742 Ave. Modrugoda Palm Desert, CA 92260 Lo Gufnta PAGE (760) 779-0405 FAX (760) 779-1317 Santa Rosa Cove OF L 1 www,thef lyingbuttress.com PROJECT: K.W. CONSTRUCTION P.O. Box 1756 Palm Desert, CA 82261 (760) 346-4272 CELL 413-1-10(o SOILS INFO NO SOILS REPORT PROVIDED; USE UBC TABLE 18-1-A FOR MINIMUM VALUES. OWNER/ CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. SOIL CLA551FICATION = SILTY SAND MAX. 501L BEARING PRE55URE = 1500 P5F PASSIVE PRESSURE = 150 P5F/FT. COEFF. OF FRICTION = 0.25 BASIS OF DESIGN CODE UNIFORM BUILDING CODE (UBC), Iga7 EDITION, FIRST PRINTING CALIFORNIA BUILDING CODE (CBC), 2001 EDITION INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN (AI5C) NINTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (AGI), AGI 518-115 AMERICAN CONCRETE INSTITUTE WOOD NATIONAL DESIGN OF SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) ANSI/NFoPA, ND5-191"7 EDITION, NATIONAL FOREST PRODUCTS ASSOCIATION IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE UNIFORM BUILDING CODE, 194'7 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWINGS. WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWIN65, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALY515 AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE ARCHITECT, UNLE55 SPECIFICALLY 5HOWN OTHERWISE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION OR FIELD INVE5TI&ATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT. 1 1 1 1 th& f yicn , but b-e4k 73661 Highway 111, Suite G Palm Desert, CA 92260 <760) 779-0405 FAX <760) 779-1317 www.thefLyingbuttress.com PROJECT: BY ? DATE t/ % SAROYAN #01-19 1 REVISED -7-7-r42 Ave. Madrvgoda Lo QUInto PAGE Santa Rosa Cove of L _I K.W. CONSTRUCTION P.O. Box 1,756 Palm Desert, CA 82261 (760) 546-42-72 CELL 413-1-706 LATERAL LOADS 144i UBC and 2001 GBG 5EI5MI0 COEFFICIENTS SECTION 1626 UBC TABLE VALUE FACTOR 16-1 Z = 0.4 SEISMIC ZONE 4 I6-1.1 50 SOIL PROFILE TYPE I6 -K I= 1.0 STANDARD OCCUPANCY I6-1- NO VERTICAL IRREGULARITY I6 -M NO PLAN IRREGULARITY I6 -N R= 5.5 PLYWOOD SHEAR PANELS I6 -N R= 5.5 51MF50N 5TRONGWALL PANELS I6-0 ap= 1.0 HORIZONTAL FORCE FACTOR I6-0 Co= 0.44 No I6 -R Cv= 0.64 Nv I6-5 No = 1.0 DISTANCE > 10 KM 16-T Nv = 1.2 • DISTANCE > 10 KM I6 -U A SEISMIC SOURCE TYPE WIND LOAD COEFFICIENTS SECTION 1620 UBC TABLE VALUE FACTOR I6 -F Qs = 12.6 P5F (-70 MPH) BASIC WIND SPEED 16-6 Ce = 1.06 (HT. 0-15 FT.) EXPOSURE C Ce = 1.15 (HT. 15-20 FT.) EXPOSURE C Ce = 1.19 (HT. 20-25 FT.) EXP05URE C I6-1-1 Cq,= 1.5 HORIZONTAL / ANY DIRECTION I6 -K I = 1.0 IMPORTANCE FACTOR p = Ce x Cq, x Os x I = 11.4 PSF (EQ, 20-1) p = 1.06 x 1.5 x 12.6 PSF x 1.0 = 11.4 PSF (HT. = O -15 FT.) p = 1.15 x 1.5 x 12.6 PSF x 1.0 = 15.5 PSF (HT. = 15-20 FT.) p = 1.14 x 1.5 x 12.6 PSF x 1.0 = 14.5 PSF (HT. = 20 -25 FT.) 1 Qi f /iNt Jil1' Pd 73661 Highway 111, Suite G PaIM Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 BY Dr- P DATE REVISED SAROYAN '77742 Ave. Modrugodo Lo Quints 5onto Rosa cove #-o-/-)q) ,. PAGE LJ OF www.theftyingbuttress.com PROJECT: K.W. CONSTRUCTION P.O. Box 1756 Palm Desert, CA 82261 (760) 346-4272 CELL 413-1706 DESIGN FOR TOTAL LATERAL FORGE SEG. 1632.2 Fp= 4.0 Co 112 Wp (EQ. 32-1) (1.4) Fp = RC. -(1.4) lo (I + 3hx) Wp (EQ. 32-2) p Fp = 0.77 Co to ►gyp (EQ. 32-3) (1.4) 51MPLIFIED STATIC. DESIGN SEG. 1630.2.3 3.0 ca Wdl (EQ. 30 -II) R (1.4) V= 3.0 (0.44 x 1.02 Wdl = 0.1-1 Wdl (PLYWOOD 5HEAR PANELS) 5.5 (1.4) (51 MP50N 5TRONG WALL5) BASIC LOAD COMBINATION FOR ALLOWABLE STRESS DE516N PER SEG. 1612.3.2 ALTERNATE LOAD COMBINATIONS E= pEh + Ev = I.OEh (EQ. 30-1) WHERE P= 1.0 and Ev= 0 D + L + E =\/ (EQ. 12-13) 1/3 STRE55 INCREASE 1.4 1.4 ALLOWED Active Fault Near -Sou 0-34 This map is intended to be used in cot the 1997 Uniform Building Code, Tables S ` . .. O ` z Ft1 V Indio Palm Desert E SR -74 - Z ° ` pv ` 5b —moo o , b-aWre" BY PEP DATE JOB `a 'irr}Y- # 07-19 73.661 Highway 111 • Suite G Palm Desert, California 92260 CKD DATE PG _: (760) 779-0405 0 FAX (760) 779-1317 www.thetlyingbuttress.com OF PREPARED FOR: ( n ' ' yam`'` i VO ®- C:% G ••lryC N•7 t•. 10's, (7,s, X 12-1 1-7 ! ..L 1 Rca a LU A/1 -S 15 o P C, r- 11 th?i f y%v► T „f Fve BY Qr P DATE JOB S A4 0 'tJ # a "t -1191 73.661 Highway 111 0 Suite G CKD DATE PG 1_ Palm Desert, Colifomia 92260 Of _ m o ' ,C Q TF3 ti ::J y .h U I `S • 4i Q w U p 6 3 • fs % 4 : t (fo 0 -, 73.661 wQhway 1 I i • Suite G Palm Desert. Cal'damia 92260 (7601 779-0405 0 FAX [7601779-1317 BY S2 DANE -2L, -7 CKD DATE JOB PG OF ' OVERTURNING AT SHEAR PANELS ' H FORCE PL. HT_ m resw in 9 S.P. L AHD (FXH)-M ! t HPAHD 22 HOLDDOWN ►-r " 1 f 1 1 - 1 I - I - . 1 Pcdm Desert. Cordorrdia 92260 V40) 77"405 0 FAX (760) 779A317 CKD- DATE �Il�illllll 111111 IIII Ia �IIIIIIII IIIIIIIII IIII INTI Bill 1 .1.111 1 ��1111111 il�� IIIA MINI SII 1111111111 I IIIIIRI X11111=II 1'11111 1111=NI 11 9 SHEAR PANEL SCHEDULE PAILI SHEAR YVAL.L SHEATHING allon tD&E FIELD ($) AGGNS I NUOUS TINS ANCHOR BOLTS 12 -SDS 4 -LT IPPS 0-5/8' dia. A.s. 51MPSON STRONO ALL 1/4' X 6' AT IN P.T. SILL PLATE 5W STANDARD 804 PLF LAE, BLOCIQNS I/8'. DIAM. A.B. AT 5W 24X5 SGREMS ABOVE EA. HDOD HOL170M PANEL ( )d T A55 APL7WDOD, 3/8' APA -RATED STRJGT. I 6" CLIPS AT 5/8' dia. A8. AT EXR05LIRE I OR Z30 PLF (13) 8d AT 32' O.C. IN P.T. SILL EXTERIOR GRADE _ 12' O.C. 16' OZ. PLATE P.I. a 32116 NOTE, COMMON NAILS ARE REARED FOR SHEAR PANELS AND DIAFA6": NAILINS SHEAR PANELS, 8d COMMONS (0J31' X 2-I/2' MIN) ROOF DIAPHRAbM NAILING, 8d COMMONS (0.131' X 2-1/2' MIN) ' The Flying Buttress Title: Job # / 9 Civil and Structural Engineering Dsgnr: Date: 10:17AM, 5 AUG 07 73661 Highway 111, Suite G Description ' Palm Desert, CA 92260 Scope (760) 779-0405 FAX (760) 779-1317 r------8000-- ---------- --- _ - --- - Rev: 580002 ' User KW -0605196 Ver 5 8 0 1 -Dec 2003Page 1 4 P9ood Shear 1'i ailc 0ti1i -(c)1963-2003 ENERCALC Engineering Software saroyan.eav:Calculalions--- I ---8888 - Description SIMPSON STRONGWALL SW24X8 Lateral Loads... t - Uniform Shear @ Top of Wall 522.00 #/ft 2.000ft 1,044.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 2.000 ft 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs ' Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# - - Footing • .. _ _._.... ._ . _. _ : _..- .__.. •._ _._: - 8888- ___ _. _ _..... - .:.>. <..::: _. _,. _ .:.... , Past Left Edge of Wall 2.500 ft Concrete Weight 145.00 pcf Wall Length 2.000 ft Rebar Cover 3.00 in Past Right Edge of Wall - 2.500 ft fc 3,000.00 psi Footing Length 7.000 ft Fy 40,000.00 psi ' Footing Width 2.00 ft Min. Steel As % 0.00140 Footing Thickness 30.00 in -i Stirr►mary= I;I Design O; K ' Wall Summary... Using 15/32" Thick Structural I on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 546.6#/ft, Capacity = 550.000#/ft -> OK ' Wall Overturning = 8,549.Oft-#, Resisting Moment = 288.Oft-#, End Uplift = 4,130.50lbs Max. Soil Pressures: @ Left = 1,280.3psf, @ Right = 1,280.3psf Sill Bolting: 1/2" Bolts @ 18.54in, 5/8" Bolts @ 29.05in, 3/4" Bolts @ 41.75in Footing ' Summary...s - Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK 5 o P Bending Reinforcement Req'd @ Left = 0.91 in2, @ Right = 0.91 in2 ,&D -(7c:) rl Minimum Overturning Stability Ratio = 1.664: 1 / S O 3 14 L 1 ------------8888-- Simpson Hold Down Options .:. __ _ __. _.. ___------ . ...u_._ . ..:..__._..--_8888----•-- - --- -- . Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... PHD5, Capacity = 4685lbs PHD5, Capacity = 4685lbs HD6A, Capacity = 5105lbs HD6A, Capacity = 5105lbs PHD6, Capacity = 5860lbs PHD6, Capacity = 5860lbs HD6, Capacity = 6080lbs HD6, Capacity = 6080lbs --- 8 888---8888-- General Information L..-- ----- Code Ref. 2001 NDS 2003 IBC 2003 NFPA 5000. Base allowables are user defined. 11i .. ;._;...-...._...:__.. --:._.•_._> ...:.: # Plywood Layers ____.._.w.:,.... ....,..._._...._:.: .- 1 :.:. Wall Length _ '_ --:-'_. ..... ,. .. 8888- 2.000 ft End Post Dimension 3.50 in ' Plywood Grade Nail Size Structural I 8d Wall Height Wall Weight 8.000 ft Seismic Factor 18.000 psf Nominal Sill Thick. 0.171 3.00 Thickness 15/32" Ht / Length 4.000 Stud Spacing 16.00 in ------------ I Loads-- ._ _.._.... ......_......: vertical Loads... Overburden Load over Footing 0.00 psf Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft ' Point Load # 3 0.00 lbs at 0.00 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... t - Uniform Shear @ Top of Wall 522.00 #/ft 2.000ft 1,044.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 2.000 ft 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs ' Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# - - Footing • .. _ _._.... ._ . _. _ : _..- .__.. •._ _._: - 8888- ___ _. _ _..... - .:.>. <..::: _. _,. _ .:.... , Past Left Edge of Wall 2.500 ft Concrete Weight 145.00 pcf Wall Length 2.000 ft Rebar Cover 3.00 in Past Right Edge of Wall - 2.500 ft fc 3,000.00 psi Footing Length 7.000 ft Fy 40,000.00 psi ' Footing Width 2.00 ft Min. Steel As % 0.00140 Footing Thickness 30.00 in -i Stirr►mary= I;I Design O; K ' Wall Summary... Using 15/32" Thick Structural I on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 546.6#/ft, Capacity = 550.000#/ft -> OK ' Wall Overturning = 8,549.Oft-#, Resisting Moment = 288.Oft-#, End Uplift = 4,130.50lbs Max. Soil Pressures: @ Left = 1,280.3psf, @ Right = 1,280.3psf Sill Bolting: 1/2" Bolts @ 18.54in, 5/8" Bolts @ 29.05in, 3/4" Bolts @ 41.75in Footing ' Summary...s - Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK 5 o P Bending Reinforcement Req'd @ Left = 0.91 in2, @ Right = 0.91 in2 ,&D -(7c:) rl Minimum Overturning Stability Ratio = 1.664: 1 / S O 3 14 L 1 ------------8888-- Simpson Hold Down Options .:. __ _ __. _.. ___------ . ...u_._ . ..:..__._..--_8888----•-- - --- -- . Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... PHD5, Capacity = 4685lbs PHD5, Capacity = 4685lbs HD6A, Capacity = 5105lbs HD6A, Capacity = 5105lbs PHD6, Capacity = 5860lbs PHD6, Capacity = 5860lbs HD6, Capacity = 6080lbs HD6, Capacity = 6080lbs The Flying Buttress Title : Civil and Structural Engineering Dsgnr: 73661 Highway 111, Suite G Description Palm Desert, CA 92260 Scope: (760) 779-0405 FAX (760) 779-1317 Rev: 580002 User: KW -0605196, Ver 5.8.0, 1 -Dec -2003 Plywood Shear Wall & Footling -(c)1983-2003 ENERCALC Engineering Software Plywood rY Description SIMPSON STRONGWALL SW24X8 Job # I �q Date: 10:17AM, 5 AUG 07 I ------ - ---- Page .._.2. saroyan. env: Calculation: Footing Analysts Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.104 ft 2.104 ft Soil Pressure @ LEFT Side of Footing 1,280.28 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,280.28 psf Moments... Actual Mu @ Left Wall Edge 4,351.51 ft-# 4,351.51 ft-# Actual Mu @ Right Wall Edge 2,378.91 ft-# 2,378.91 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 109.545 psi 109.545 psi Overturning... Overturning Moment 11,282.11 ft-# 11,282.11 ft-# Resisting Moment 18,770.50 ft-# 18,770.50 ft-# Overturning Stability Ratio 1.664 :1 1.664 :1 1 Elm Ate,.) P&-1 Q A de Lout' _. , • TWo one. 01 4 8_ privy • with r is tit slicib Forr t o r6 r— with e- , Xe 114 120 r • VAI '( 4xb I J'.t b bo r )2 . cti 1 MPJ " C.a ke4 ,.o " L S eke a e, XIA btv- t Ate,.) P&-1 Q A de Lout' _. , • TWo one. 01 4 8_ privy • with r is tit slicib Forr t o r6 r— with e- , Xe 114 120 r • VAI '( 4xb I J'.t b bo r )2 . cti 1 MPJ " C.a ke4 ,.o " L S eke a e, XIA 1 Roof Rafter] 97 Uniform Building Code (97 NDS)1 Ver: 6.00 By: Denise R. Poeltler, PE, The Flying Buttress on: 08-05-2007: 09:02:31 AM Project: SAROYAN - Location: R-1 NEW RAFTERS Summary: 1.5 IN x 9.25 IN x 10.5 FT (cr 16 O.C. / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 206.8% Controlling Factor: Section Modulus / Depth Required 5.28 In Rafter Span Deflections: ' Dead Load: DLD-Interior= 0.03 IN Live Load: LLD -Interior= 0.04 IN = U2906 Total Load: TLD -Interior= 0.08 IN = L/1614 ' Rafter End Loads and Reactions: Upper Live Load: LOADS: 105 PLF RXNS: 140 LB Upper Dead Load: 84 PLF 112 LB Upper Total Load: 189 PLF 252 LB Lower Live Load: 105 PLF 140 LB Lower Dead Load: 84 PLF 112 LB Lower Total Load: 189 PLF 252 LB Upper Equiv. Tributary Width: UTWeq= 5.25 FT Lower Equiv. Tributary Width: LTWeq= 5.25 FT Rafter Data: Interior Span: L= 10.5 FT Eave Span: L-Eave= 0.0 FT Rafter Spacing: Spacing= 16.0 IN O.C. Rafter Pitch: RP= 0.25 :12 Roof sheathing applied to top of joists -Top of rafters fully braced. ' Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Non -Snow Live Load: Roof Loaded Area: Live Load Method: RLA= Method = 14.0 One SF Rafter Loads: Roof Live Load: LL= 20.0 PSF Roof Dead Load: DL= 16.0 PSF Roof Duration Factor: Cd= 0.90 ' Slope Adjusted Spans And Loads: Interior Span: L-adj= 10.5 FT Rafter Live Load: wL-adi= 27 PLF Rafter Dead Load: wD-adj= 21 PLF ' Rafter Total Load: wT-adj= 48 PLF Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= 1000 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI ' Stress Perpendicular to Grain: Fc -perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1139 PSI Adjustment Factors: Cd=0.90 Cf=1.10 Cr=1.15 ' Fv': Fv'= 86 PSI Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 662 FT -LB 5.251 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 217 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 ' Comparisons With Required Sections: Section Modulus (Moment): Sreq= 6.97 IN3 S= 21.39 IN3 ' Area (Shear): Areq= A= 3.80 13.88 IN2 IN2 Moment of Inertia (Deflection): Ireq= 14.71 IN4 1= 98.93 IN4 1 Roof Beam[ 97 Uniform Buildinq Code (97 NDS)1 Ver: 6.00 By: Denise R. Poeltler, PE , The Flying Buttress on: 08-05-2007: 09:02:29 AM Project: SAROYAN - Location: B - 1 NEW HEADER Summary: 3.5 IN x 7.25 IN x 7.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 306.1% Controlling Factor: Section Modulus / Depth Required 3.6 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.01 IN =,L/7346 Total Load: TLD= 0.03 IN = U2445 Reactions (Each End): Live Load: LL-Rxn= 140 LB Dead Load: DL-Rxn= 281 LB Total Load: TL-Rxn= 421 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.19 IN ' Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0.25 : 12 ' Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Roof Loadinq: Roof Live Load -Side One: LL1= 20.0 PSF Roof Dead Load -Side One: DL1= 16.0 PSF Tributary Width -Side One: TW1= 2.0 FT Roof Live Load -Side Two: LL2= 0.0 PSF Roof Dead Load -Side Two: DL2= 0.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 0.90 Wall Load: WALL= 42 PLF Beam Self Weiqht: BSW= 6 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladi= 7.0 FT Beam Uniform Live Load: wL= 40 PLF Beam Uniform Dead Load: wDadi= 80 PLF Total Uniform Load: -WT= 120 PLF Properties For: #1- Douqlas Fir -Larch ' Bendinq Stress: Fb= 1000 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=0.90 Cf=1.30 Fv': Fv'= Adjustment Factors: Cd=0.90 Design Requirements: Controllinq Moment: M= 3.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): S= ' Areq= A= Ireq= 1= 1170 PSI 86 PSI 736 FT -LB 353 LB 7.55 30.66 6.20 25.38 10.91 111.15 IN3 IN3 IN2 IN2 IN4 IN4 40 Fb' (Tension): Fb'= Adjustment Factors: Cd=0.90 Cf=1.30 ; Roof Beam( 97 Uniform Building Code (97 NDS)1 Ver: 6.00 Adjustment Factors: Cd=0.90 9 1 I Design Requirements: By: Denise R. Poeltler, PE , The Flying Buttress on: 08-05-2007: 09:02:30 AM M= t Q • , Project: SAROYAN - Location: B - 2 EXISTING HEADER Controlling Shear: V= At a distance d from support. Summary: Critical shear created by combining all dead and live loads. Comparisons With Required Sections: 3.5 IN x 7.25 IN x 7.5 FT / #1 - Douglas Fir -Larch - Dry Use Sreq= • Section Adequate By: 21.3% Controlling Factor: Section Modulus / Depth Required 6.58 In Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.06 IN = U1422 Total Load: TLD= 0.13 IN = U681 Reactions (Each End): Live Load: LL-Rxn= 630 LB Dead Load: DL-Rxn= 685 LB Total Load: TL-Rxn= 1315 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.60 IN Beam Data: ' Span: L= 7.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0.25 :12 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 ' Roof Loading: Roof Live Load -Side One: LL1= 20.0 PSF Roof Dead Load -Side One: DL1= 16.0 PSF Tributary Width -Side One: TW1= 8.4 FT ' Roof Live Load -Side Two: LL2= 0.0 PSF Roof Dead Load -Side Two: DL2= 0.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 0.90 t Wall Load: WALL= 42 PLF Beam Self Weight: BSW= 6 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 7.5 FT Beam Uniform Live Load: wL= 168 PLF ' Beam Uniform Dead Load: wDadj= 183 PLF Total Uniform Load: -WT= 351 PLF Properties For: #1- Douglas Fir -Larch ' Bending Stress: Shear Stress: Fb= Fv= 1000 95 PSI PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI n 110 Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=0.90 Cf=1.30 Fv': Fv'= Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 3.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): S= Areq= A= Ireq= 1= 1170 PSI 86 PSI 2465 FT -LB 1104 LB 25.28 30.66 19.38 25.38 39.15 111.15 IN3 IN3 IN2 IN2 I N4 IN4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Roof Beamf 97 Uniform Building Code (91 NDS)1 Ver: 6.00.81 By: Denise R. Poeltler, , The Flying Buttress on: 08-10-2007: 09:37:00 AM Project: SAROYAN - Location: REPLACE EX. 4X8 V= Summary: LB 3.5 IN x 7.25 IN x 8.0 FT / #1 - Douglas Fir -Larch - Dry Use 25.89 Section Adequate By: 18.4% Controlling Factor: Section Modulus / Depth Required 6.66 In Deflections: IN3 Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 47.51 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method = Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= . Wall Load: WALL= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wDadi= -WT= Total Uniform Load: Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 Cf --1.30 Fv': Fv'= Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): 0.09 IN 0.08 IN = L/1172 0.17 IN = L/561 672 LB 730 LB 1402 LB 0.64 IN 8.0 FT 0.0 FT 0.25 :12 360 240 67.2 SF One 20.0 PSF 16.0 PSF 8.4 FT 20.0 PSF 0.0 PSF 0.0 FT 1.00 42 PLF 6 PLF 8.0 FT 168 PLF 183 PLF 351 PLF 1000 PSI 95 PSI 1700000 PSI 625 PSI 1300 PSI 95 PSI M= 2805 FT -LB V= 1206 LB Sreq= 25.89 IN3 S= 30.66 IN3 Areq= 19.04 IN2 A= 25.38 IN2 Ireq= 47.51 IN4 1= 111.15 IN4 TITLE 24 REPORT Title 24 Report for: Saroyan Addition 77-742 Avenida Magruga La Quinta, Ca 92253 Project Designer: Kenneth Wilhelmsson PO Box 1756 Palm Desert, Ca. 92261 (760) 413-1706 CITY OFLA QUINTA BUILDING & SAF APPRO E DDPT. FOR CONSTRUCTION DA BYI Report Prepared By: Dennis Hurvitz, P.E. Desert Mechanical. Engineers 75401 Painted Desert Dr. Indian Wells, CA 92210 (760) 568-9600 Job Number: Date: Aus§&1007 7/9/2007 tv The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.3 by EnergySoft Job Number. User Number. 5769 Certificate Of Compliance : Residefitial 1 of 4) CF -IR Iwl lw ,Part Prorgyaan Addition TieDate Avenida .0 ft2 :Stab .on Grade Area: 126 ft Average Ceiling~ Height- 10-0 ft Number of Dwelling Units:. 77242 iUlaarueada La Quinta 1 Project Address ' Building Permit # Desert Mechanical -Engineers (760) 568-9600 Documentation Author Telephone Plan Check/Date EnergVPrn CompIYlfi ce Method CA_CLmateZone-1.5 Climate Zone Flaid:checkam TDV Standard Proposed Compliance (kBtu/sf-yr), Vesign Design Margin Space Heating 3.32 4.31 -0.99 Space Cooling 105.96 105.09 0.87 Fans 15.27 15.10 0.17 Domestic Hot Water- 0.00 0.00- 0.00 Pumps 0.00 0.00 0.00 Totals 124.55 124.50 0.05 Building Type: ] Single Family -J Addition. Multi'Family ❑fdsting-+ Add/Alt Building Front: Orientation: JE),90dog Fuel Type: Natural Gas Fenestration: Area: 56ft2 Avg -U. 0:35 Ratio: 44,40/, Avg: SHGO:. 0.37 BUILDING ZONE INFORMATION Zone Name Totat Conditioned. FloorAcea: 126_ ft2 Existing Floor Area: nia ft2 Ralsed Floor Area: .0 ft2 :Stab .on Grade Area: 126 ft Average Ceiling~ Height- 10-0 ft Number of Dwelling Units:. Q30 Number of Storim 1 # of Thermostat Vent floor Area Volume Units Zone Type Type Hgt. Area OPAQUE SURFACES: Insulation Act. Gains Condition: Type frame Area U -Fac. Cay. Cont Azm. 'Tilt Y / N Status JA IV Reference Location / Comments Wall -Wood—_ X20_ a.M. 3_R-0 _._, —_,90 New— .0485 -wBoor Wall Weed ,__-9 _0.074_R -R=0& _2%a 90 New _09-85 Ist Fbor Wall WD,W— 120 90 New—_09 M -S _ astFWr Reef Wood— 126- _0:036 _ R-30 &00_- 90 —0 New - 02-A9' 1st F1Wr- H r_-]* H ❑ ❑ ❑ H H H F-1 El —t— y-. EnergyPro 4.3 by EnergySoft User Number. 5769 Job Number. Pepe:2 of 7 1 Certificate Of Compliance: Residential (Part-2 of 4} CF-IR Sargyan Addition 7/9/2007 Project Title Data FENESTRATION SURFACES True Cond. Location/ # Type Area U-Factor' SHGCZ Atm. Tilt Stat: Glazing Type Comments ..L Window Rear OM 56.0 0.3Qp NERC 0- NERC 270 _ga New yliigafd Classic_Low-F Vnid 1st Floor 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang. Left Fin Right Fin # Exterior Shade Type SHGC Hgt- Wd. Len. Hgt. LEA RExt Dist Len Hgt Dist. Len Hgt 1 Bug Screen 0.76 8.0 7.0 2.0 0.1 2.0 2.0 TMERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ T pe (so (in.) Cap. Cond. R-Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R-Val. Location JA IV Reference Status Comments Run initiation rime: 07109107 14.43.42 Run Code: 1184013822 EnergyPro4.3 by EnergySoft User Number. 5769 Job Number. Page: 3 of 7 Certificate Of Compliance: Residentiat (Part.3 of 4) CF -1 R _ 7/9/2007 Date Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type. HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? Hydronic Piping Pipe. Pipe- Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS. Water Heater Name Rated Tank Energy Tank Insul. # in Input Cap. Condition Factor Standby R -Value Syst. (Btu/hr) (gal) Status. or R£. Loss M Ext. Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 4/2 Control # HP Type In Plenum Outside Buried Insulation - REMARKS' COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrable regulations to implement.them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using dud design, dud 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 Cafe) Name: Title/Finn: Kenneth Wilheimsson Address: PO Box 1756 1 Palm Desert, Ca. 92261 Tele hone: 760 413-1706 ur— S: 9-1019 2— Zo —0 7 (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) Documentation: Author Names Dennis,Hurvitz; P:E Title/Firm: Desert Mechanical Engineers Address: 75401 Painted Desert Dr. Indian Wells CA 92210 Telephone 60 568=9600. (signer) (date) Certificate Of Compliance : Residential (Part4 of 4} CF -1 R Tide 7/9/2007 Data Special Features and Modeling.Assumptions The local enforcement agency should pay special attertion:to the items specified .M this.ohecidist. These items require special written jusdfication•and documentation; and special verification to be used.witlrthe performance: approach: The local" enforcement agency determines t1wadegrmcy ofthe justification. and may rejects building or destpn that otherwise comolies. oaseo on une auequacy or ure: specrar jusrmcauon arta aocumertanon suammem IThe Roof "R-30 Roof Cathedral" includes credit fora Radiant. Barrier installed per Section 3.33 of theResidentiat Manual. HERS Required Verification Items in this section require field testing andloc verffication bj/ a certified home energy rater underthe supervision>of a, . u ne .. ...r.... .__ Field ..........................-,,w..W.....`......o..v...... .v. Plan Field The HVAC System "HVAC System" has Ducts, Ptenums•and the HVAC unit located totally within Conditioned space. A certified HERS rater must visually verify the installation of the HVAC unit and all Ducts and Plenums. z 1 EnergyPro 4.3 by EnergySoft User Number. 5769 Job Number. Page:5 of7-7 7 Mandatory Measures, Summary: Residential (Page, 1: of 2). MF -1 R NOTE; Lowrise residential buildings subject to the Standards must contain these measures regardless: nt the compliance approach used. More stringent compliance. requirements from.the "Car I icete of Compliance auperoede the items marked with an asterisk (* below. When,this cheGdist is incorporated into the permit documents, the features no shall be considered by all parties as minimum eomponerd perfonnernoe ns for the mandatory measures whether Jthey are shown elsewhere in the documents or on this chooldid only. DESCRIPTION- Check or initial applicabfttroxworcheck.FtANKnotappllcabl®and4riciuded'wilh". permit application docamQntatiom WIC DESIGNER- ENFORCE-. ENFORCE- HENT Building Envelope Measures, ❑ ❑ ❑ § 150(a): Minimum R-19 in wood ceiling insulationor equivalent 1.1 -factor in metal hams ceiling. ❑ MA ❑ § 150(b): Loose fill insulation manufacturers labeled R -Value: ❑ ❑ ❑ § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent Udactor in metatframe'waft (does not.- ❑ MX ❑ apply to exterior mass walls). ❑ ❑ ❑ § 150(d): Minimum R•13 raised few insulation in framed Roos or equivalent U factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ ❑ ❑ 1.. Masonry and factory -built firepiaoes have: ❑ ❑X ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control; flue damper -and control ❑ ❑ ❑ 2. No continuous burning gas pilot rights allowed. ❑ ❑ ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑' ❑ ❑ § 1500: Slab edge insulation - water absorption rate for the insulation alone without .facings -no .greater, than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. ❑ ❑ ❑ § 116: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ IR El CF -6R Form: ❑ ❑ ❑ § 116-17: Fenestration Products, Exterior Doors, and IntittrationfEAftation Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑ ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor: certified Solar Heat Gain ❑ ❑ ❑ (SHGC), and infiltration certification: El El El 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and seated. ❑ ❑. ❑ 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 coding krads calculated in accordance withJASHRAE; SMACNA orACCA ❑ ❑ ❑ § 150(i): Setback thermostat on -all applicable heating arWlor cooling systems. ❑ ❑X ❑ § 1500): Water system pipe.and tank insulation and coating systems fine 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-12 or greater. 2. Bade -up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks.have RAZextemal ❑ ❑ ❑ insulation or R-16 internal insulation and indicated an the -exterior of the tank showing the R -value' 3. The following piping is insulated according to Tattle 150 A/B or Equation 150-A Insulation Thickness: 1. Fust 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 shall be insulated to Table 1508. 2. Cooling system piping (auction, du"tled water; or brine fines), piping insulated between heating souroe'and ❑ ❑ ❑ indirect hot watertenk shall be insulated to Table 1511-8 end Equation 150A. 4. Steam hydmnic.heating systems or hot water systems > 15 psi; meet requirements of. Table 123A ❑ ❑ ❑ 5. Insulation must be protected from damage, including that -due to surdight, moisture; equipment maintenance, ❑ ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirety in conditioned space. 7. Solar water -heating systernsloollectors are certified the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.3 by EnergySoft> User Number 5769 ,lob Number Page:6 of 7 Mandatory Measures: Summary : - Resid-entiat , (Plage 2 of 2) MF. NOTE: Lowfise residential building& subject.to the Standards must contain these measures regardless of the compliance approach used. More. stringent. compliance requirements from the Certificate of Compliance supemede*the Item marked. with an.astertsk (*)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 theme ndatory measures whether they are shown elsewhere in the documents or on this checklist only. M: Ins,"onw, Check or inDW applicable boxes when completed or -check WA tF. not, WORM - DESCRIPTION applicable. WA DESM" MM Space Conditioning, VVAter Heating and Plumbing System Measures:-. (continuedl 150(ni): Ducts and Fans 1. Ali duds and plenums installed, sealed.and insulated to meetthe requirements of the.CIVIC Sections 601, 602, 603, W4,0 11 El 605, and Standard "; supply -& and return -air ducts and plenums are Insulated to a minumurn installed level of R-4.2 or enclosedentirely in conditioned space. Openings shall be -seated with mastic; tape -or other'duct-closure,system that meets the applicable -requirements of UL 181, UL 1810, or UIL.1181 B OraerOsol sealant that meets the requirements. ofUL721 If mastic or tape is used to, seal openings -greater than 114 Inch, the combination of mask and either mesh - or tape shall be. used. 2.Building cavities,:support ptofforms.for air handlers, and plenums defined or constructed with materials other than ❑ M El seated sheet metal, duct-bowd or flexible duct shall not be used for conveyfiv conditioned air. Building cavities and SUppoltrptalforms 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 seam of duct systems and theircoMponerftshatInot be seated.with cloth back rubber adhesive C1 0 El duct tapes: unless such tape is, used in combination with, mastic and draw bands. 4. Exhaust fan systems have back draft -or automatic dampers: ❑El El 5. Gravity ventilAng-systems, serving:conditioned space have either automatic or readily accessible, manually operating El D El dampers. 6. Protection of InsuWjorL Insulation shalt be protected.from damage, including. that due1D sun%K moisture, El El El .equipment maintenance; and wind. Wulaf }barn insulation shall be -protected as above, or painted with a cDaftthat is water - retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porouaInnercores. 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficlency that complies with the Appliance Efficiency Regulations, o"Iff switch mounted outside of the ❑ n El heater, weatherproof operating instructions, no elegy resistance heating and no picot light. 2. System, is instaWwith- a. At least 36" of pipe between filter and heater for fulbria solar heaft 0 El El b. Cover for outdoor pools.or outdoor spas. ❑ El El 3. Pool system has directional inlets and a circulation pump time switch. ❑ 1-1 El § 115: Gas fired fan -type central lumiaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ El El burning pilot.fight. (Exception: Non -electrical cooking appliances with pilot < 150 Stuthr) 118 (1): Cool Robf material meftspecified criteria- ❑ 1:1 El Lighting Measures 150(k)l: HIGH EFFICACY'LUMINAIRESOTHER THAN OUTDOOR HID: contain only high efficacy lamps asoutfined inTable El El D 150-0, anddo not contaln'a medium screw base socket (eUE26). Ballasts for lamps 13 Waft or greater are electric and have an output frequency no Ins than 20 kHz. 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain onlytdgh efficacy lamps as outlined in Table 150-C, 0 El El luminaire has factory installed HID ballast. 150(k)2: Permanently, installedluminaires in kitchenV-shall be hIgh efficacy luminaires.-. Up to 6096 of the Wattagej, as determined. 0 in Section 130(c), otpermanently installed luminaires in,kikhens maybe in luminaires that are not high effi ' luminaires, provided. that these luminaires arecontrolled by switches. separate from thos&corr[rolling; the high efficacylurmnalres. 150(k)3: Permanently installed luminaires. In, bathrooms, garagpsj Laundry rooms, ulifily-rooms shall be high efficacy luminaires. 0 0 1:1 OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). 1 50(k)4: Permanently installed luminaires boated other than in kichens, bathrooms.. Wndfy roomis, and ytifity mom shall be high Officacy luminaires (except closets less than 70 fl) OR are M=by.,a dimmer OR El 11 — 1-1 switch are controlled by an occupant sensor that complies with Section 14 9(d) that does not turn on automatically or have an always on option. 150(k)5: Luminaires.that aresecessed into insulated ceitings-are approved for zero clearanoe-ftuWon cover (IC) aind.ans 0 1:1 1:1 certffiW10 ASTM EM andlabeletf asrair fight M to lew.-than 2.0 CFM at 75 Pincals,% 150(k)6: Luminaires providing outdoor lighting and peffnanently mounted to & residential bw1ding or to other buildings on the El Fi same tot shall be, high efficacy luminaires (not Including fioting wound swimming poolstwater features or other. Article 680 locations) OR are controlled by occuparitzensors with -integral photo controlmertified-to comptywfth Section -11 119(d): 150(k)7: Lighting for parking tots for 8 or more vehicles shall have fightingthatcompiles with Section 130,132,and W. El Lighting for parking garages for or more vehicles shall have I@ftg that Complies with Section 130,131, and 146. 150(k)8: Permanently Installed lighting in theenclosed, non -dwelling spaces of low-rise residential.buildings with four or more 0 rD El dwelling units shall be, high efficacy lumbialres. OR'arecontrolled by occupant sensor(s) certifiedto comply. with- Sectilow 119(d): [inergyPro4.3 byEnergySoft User. Number. 5769. Job Nurnber. Page.7 of 7