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13-1289 (RER)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001289 Property Address: 81665 TIBURON DR APN: 767-532-007- - - Application description: REMODEL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 25000 Applicant: Architect or Engineer: ----------------- LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I m licensed under provisions of Chapter 9 (commencing with Section 7000) f Division 3 of the Bu n ss n ro a sionals Code, d my License is in full force and effect. License C ass: 127 License 684857 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 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1—) 1 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: LQPER.MIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 DU Date: 0/22/13 Owner: z iy 81665 TIBURON 3 0is. LA QUINTA, CA 92253 Contractor: EDWARDS CONSTRUCTION INC, BOB 51455 DESERT CLUB DRIVE LA QUINTA, CA 92253 (760)777-8202 Lic. No.: 684857 ----------------------------------------------- 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 BENCHMARK INS Policy Number WC1914223 I certify that, in the performance of the work for which this permit is issued,.) shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Daterand agree that, if I s Id come ct to the workers' compensation provisions of Section I 3700 of the Labor de, all 6rthwit comply with those provisions. Applicant: r 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 ltlttttOF g tinstr dtio nd hereby author' a representatives of this c nt to enter upon the above-mentioned propert for i lsp • rn poses. Date:[gots Signature (Applicant or Agent): ` C Application Number . . . . . 13-00001289 Permit ELECTRICAL 2013 Additional desc . Permit -Fee 23.83 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/20/14 Qty Unit Charge Per Extension 1.00 23.8300 -=------------------------------------------------------=------------------- LS ELEC FIXTURES, FIRST 20 23.83 Permit MECHANICAL 2013 Additional desc . Permit Fee . . . . 23.84 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 4/20/14 Qty Unit Charge Per Extension 1.00 11.9200 EA MECH APPL REP/ALT 11.92 1.00 11.9200 ---------------------------------------------------------------------------- -EA MECH EXHAUST HOOD 11:92 Permit . . . PLUMBING 2013 Additional desc . _ Permit Fee . . . . 59.60 Plan Check Fee .00 Issue -Date . . Valuation 0 Expiration Date 4/20/14 Qty Unit Charge Per Extension 3.00 11.9200 EA PLBG FIXTURE/TRAP 35.76 1.00 11.9200 EA PLBG WATER INST/ALT/REP 11.92 1.00 11.9200 ---------------------------------------------------------------------------- LS PLBG GAS SYS, 1-4 OUTLETS 11.92 Permit . . . REMODEL 2013 Additional desc . Permit Fee . . . . 48.62 Plan Check Fee .. .00 Issue Date . . . . Valuation 0 Expiration Date.. 4/20/14 Qty Unit Charge Per Extension 1.0.0 48.6200 LS MISC REMODEL, 1ST 100 SF 48.62 ---------------------------------------------------------------------------- Special Notes 'and Comments ' STRUC CHANGES TO KITCHEN AND REMODEL October 22, 2013 11:28:37 AM jjohnson. ---- ---------------------------------------------------------- Other Fees . . . . . . BLDG'STDS ADMIN (SB1473) 1.00 LQPEFN1IT u: r Application Number . . . . . . 13-00001289 ------------------------------------------ Other Fees . . . . . . . . . ------ HOURLY PLAN ---------------------------- -CHECK 105.00 PLAN CHECK, ELECTRICAL 23.83 PLAN CHECK, REMODEL 132.99 PLAN -CHECK, MECHANICAL 9.54 PLAN CHECK, PLUMBING 71.51 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total 155.89 .00 .00 155.89 Plan Check Total .00 .00 .00 .00 Other Fee Total 344.3.7 .00 .00 344.37 Grand Total 500.26 .00 .00 500.26 RECEIVED Bin #,W Qty Of La Quinta OCT 02 813 Req'd Building &r Safety. Division P.O. Box 1504, 78-495 Calle Tampico OF QUINTA TRACKING PERMIT FEES Permit.# COMMUNITY D _.._ .__..___. -----La Quinta,-C-A_92253�-,(760)_-7_-77-70-12 �E-VEL-QPfh ELOPM Application Plan Check submitted Building Permit and Tracking Sheet Project Address: I — �� Y` Owner's Name: _2tV1 ,t c A. P. Number: Address: �l — - �}t �•y... Legal Description: City, ST, Zip: �, (1;. 4 � s3 Contractor: Telephone: Z Address: Project Description: cY", City, ST, Zip: n Telephone: Y1..i::iiynHt.H!•:M: 'V .— �•— V ��Gi�_' _ _V V State Lic. # : City Lic. M. Arch., Engr., Designer: v, Flood plain plan Address: L(� -`(�� t�kl� 2i ; City., ST, Zip: Qu 2 - Telephone: _WGU " 7, :<��.:..:isi::.;:<;•;:.>;:;..;:.>i;:;.::.:-<-;;:;:.;;:.,:.;;:< oc ><;i:z>:a<>: >.:::::: Construct ion Type� Occupancy State Lic. #: 0 , ?��d ''•'v'SEC?�Y::::ii;;: ::;i:i:i:: •::.fi:Y.'vwy:kt>.:::i: ;;.<; <:;.?;?n?>? Project type (circle one): New Add'n Alter Repair. Demo Name of Contact Person:- Sq. Ft.: # St ries: # Units: Telephone #•of Contact Person: %(,p �tii �—a ��/ Estimated Value of Project: , (� . APPLICANT: DO NOT WRITE BELOW THIS LINE # - Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plait Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan .2" Review, ready for correction issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. M.O.A. Approval Plans resubmitted Grading IN ROUSE:- '"' Review, ready for correctionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees i TotalAermit FersIoN F1 0'-p i � + R1Af ITRr „C�J J.JRrAZ ✓ _..I.J 77570 Springfield Lane, Suite "D'. Telephone: (760) 360-9996 ` Palm Desert, CA 92211 Fax: (760)360-9903 r ' Structural Calculation For Starks Residence At 81-665 Tiburon', Drive La• Quinta,• CA. HECE!Vtr�%, - QCT o,2.2013 C1TY OF LA C®f•1t�U�;� QUINTA VELt7P>�iENT Type Of Proiect: Residential Remodel QIaFESS/p �o GH,q,��F2 y ci� GZ , • W W NO. C 67613 X m EXP. •CC ! T CSFs+ BUILDING & SAFETY DEPT, Date: September 21. 2013 a • Design by: R.A. FOR CONSTR 'CT JN:130992 r B . t CLIENT:Sin,14 Rol eh( e SUBJECT: {2@moRA Structural Engineering - DESIGN BY: R, V -. DESIGN LOADS Roof Loads — Sloped _ _ ... i Clay Tile _ r _ 15 psf Framing 2.5; psf Sheathing (1/2" CDX) 1.5' psf Ceiling 2.5` psf Insulation _ _- - - 1.51 psf Misc. 1_`P..._Sf_ .._. Total Dead Load 24; psf Total Live Load 20 i psf Total Roof Load ;� 44Fpsf Total Dead Load Floor Loads Total Live Load Framing _ 3.51 psf Sheathing (3/4" Plywood) 2.5 r psf Ceiling 2.5psf -- Lt. Wt. Conc./Flooring Tile 15 t psf Misc. 3.5 ; psf Total Dead Load 27; Total Live Loadt -Load psf 40 i psf Total Floor _ 67 j psf Exterior Wall 7/8" Stucco 10�psf Insulation 1 ! psf Drywall t 2.5; psf - Studs Misc. 0.5' psf Total Wall Weight 15 psf SHEET: JOB NO: i 3 09q 2 DATE: `/IZ11/3 .......... ..._._ _. Roof Loads — Flat _ _ ... i Roofing r ,- fps Framing 3 2.5) psf Sheathing (1/2" CDX) I 1.5±psf Ceiling 25,1sf Insulation E- 1..5.1 psf_ --; Misc. .. ._.. Total Dead Load 20' psf Total Live Load 20 psf Total Roof Load 40 psf Deck Loads Framing 1 3 51 p sf Sheath ng (3/4" Plywood) E 2.5� sf Ceiling 2.5psf Lt. Wt. Conc./Flooring Tile 1 15 psf Lt. Wt. Conc./Flooring Tile 10 psf 5 Misc. 3.5 ; psf Notal Dead Load 37; psf Total Live Load 60 psf Total Deck Loadl I 971 psf, I Interior Wall Insulation 1 Drywall 5' psf „ Studs 1 ; psf Misc. 3 1 psf ;Total Wall Weight 10jpsf CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE __ BY 0 CLIENT: 5ia.kc Rs% PAIe_ RA Structural Enzin88ring SHEET: SUBJECT: Remode - JOB N0; 13 0992 DESIGN BY:,RtA, DATE: 9/Z//�3 �� = 7,s' i Wo = (2 y 1,4)� 2 + 1,5) 4- (IS pS� )12') = 6o6P1� 20 E. b= rZy P ()( NZ')( 8' t �') 2,,700 I&S x _ 5-,5 2,250 lbs L)fe zqF-'vy Dr IPF CAeck 1ZUirG{C� x t�„ o�C'C'P.Ppr D!�/�f�nG/ .i�t^✓C/i/rG� ��UL+w L /sok food allowed PMtix = 500 p34) (52 x5 Z 0c its PHx ,Ny , 2 y' - ------ - CI uy ®F LA QUINTA �,- S,4Hr, .Ibf < 41500, Its �Fx;sh�y Foo DQUI,& SAFETY DEPT. APPROVED FQQR CONSTRUCTION P,z - 71750 �ds UIQ 2 6 10' K f2 ?Hk Pooh ---�— BY 1 0 Reza PROJECT: ;BM#1 PAGE As har OUr CLIENT,: Starks Residence DESIGN BY: RA g p JOB NO.: .:130992 DATE:,9/21/2013, REVIEW BY R A. INPUT DATA & DESIGN SUMMARY MEMBER SIZE MEMBER SPAN UNIFORMLY DISTRIBUTED DEAD LOAD UNIFORMLY DISTRIBUTED LIVE LOAD CONCENTRATED DEAD LOADS (0 for no concentrated load) GLB;5 1'/2;x,10.1/2' ., Glulam 24F-1.BE L ft WD = ,606.: lbs / ft wL = x480 lbs / ft PD1 = .,2700 lbs Poe = '2250'.: lbs Lz= DEFLEC60'TION LIMIT OF LIVE LOAD AL = L /`3 DEFLECTION LIMIT OF LONG-TERM= L 12;e d Ker D a L . Does member have continuous lateral support by top diaphragm 7 (1= yes, 0= no) 0 No Code Duration Factor, CD Condition 1 0.90 Dead Load 2 1.00 Occupancy Live Load 3 1.15 Snow Load 4 1.25 Construction Load 5 1.60 Wind/Earthquake Load 6 2.00 Impact Load Choice => 4 Construction Load ANALYSIS DETERMINE REACTIONS, MOMENT, SHEAR . wseirvw = 14 lbs/ft ' RLee = 5.44 kips VMax = 6.79 kips, at 10.5 inch from right end RINE SECTION PROPERTIES& ALLOWABLE STRESSES b = 5.50 in E'mi„ = 930 ksi d = 10.50 in FbE = 18042 psi A = 57.8 int I = 531 in° Sx = 101.1 ina Re = 7.865 < 50 1E= 14.9 (ft, Tab 3.3.3 footnote 1) CD CM Ct CI CL CF 1.25 1.00 , 1.00 1.00 0.99 1.00 CHECK BENDING AND SHEAR CAPACITIES fb = MMax / Sx = 1600 psi < Fb = fy = 1.5 VM,, / A = 176 psi < CHECK DEFLECTIONS Fb = 3000 psi d (L, Max),= 0.04 in, at 3.750 ft from left end, d (Kcr D. L, Max) = 0:19 in, at 3.925 ft from left end Where Ku = 1.50 , (NDS 3.5.2) DETERMINE CAMBER AT 1.5 (DEAD + SELF WEIGHT) Id (1.5D, Max) = 0.16 . 'in, at 3.925 ft from left end L RRIght = . , 7.75 kips MMax = 13.47 Pot 1 1 E = Ex = PD2 WL Fb = 3000 psi Fb = "b psi F = FbE / Fe = 6.01 F" = • 265 psi • Fe = 2,971 . psi E' = 1,800 ksi F„ = 331 psi Camber=> 0.16 Inch THE BEAM DESIGN IS ADEQUATE. Cv CD Cr 1.00 1.00 1.00 2971 psi F„ [Satisfactory] [Satisfactory] 4L= L / 360 [Satisfactory] d Kcr D . L = L / 240 [Satisfactory] BUILDING & SAFETY DEPT. OVED I FOR CONSTRUCTION DATE E ----- BY RRIght = . , 7.75 kips MMax = 13.47 ft -kips, at 4.98 ft from left end E = Ex = 1800 ksi Fb = 3000 psi Fb = 2,400 psi F = FbE / Fe = 6.01 F" = • 265 psi • Fe = 2,971 . psi E' = 1,800 ksi F„ = 331 psi Cv CD Cr 1.00 1.00 1.00 2971 psi F„ [Satisfactory] [Satisfactory] 4L= L / 360 [Satisfactory] d Kcr D . L = L / 240 [Satisfactory] BUILDING & SAFETY DEPT. OVED I FOR CONSTRUCTION DATE E ----- BY CHECK THE BEAM CAPACITY WITH AXIAL LOAD AXIAL LOAD F = 2 4,. kips ' THE ALLOWABLE COMPRESSIVE STRESS IS Fe = Fc CD C, CF = 1940 psi v v v v v v v v v v' Where Fc = 1600 psi CD = 1.60 F — F CF = 1.00 (Lumber only) Cp = (1+F) / 2c - [(1+F) / 2c)2 - F / c]°'S = 0.758 F6• = Fc CD CF = 2560 psi Le = Ke L = 1.0 L = 90 in b = 5.5 in SF = slenderness ratio 16.4 < 50 [Satisfies NDS 2005 Sec. 3.7.1.41 FIE = 0.822 E'mi„ / SF = 2548 psi E'min = 830 ksi F = FIE / Fc` = 0.995 C = 0.9 _ THE ACTUAL COMPRESSIVE STRESS IS fc = F / A 35 psi < Fc' [Satisfactory] THE ALLOWABLE FLEXURAL STRESS IS Fb' 3803 psi, [ for CD = 1.6 ] ' THE ACTUAL FLEXURAL STRESS IS fb = (M + Fe) / S = 1709 psi < Fo [Satisfactory] CHECK COMBINED STRESS [NDS 2005 Sec. 3.9.2] (fc / F.' )2 + fb / [Fb (1 - fc / FcE)] _ • 0.456 < 1 [Satisfactory] Reza PROJECT: Support ForGirder(Cimit Deflection GN BY q dcr As har OUr CLIENT: Starks"Residence, DESIGN : IRG y ,, { r JOB NO. :s1F30992, DATE..9/21/20]3 � :'.4 RFVIFW Rv CRC+n7 a: IPUT DATA & DESIGN SUMMARY EMBER SIZE EMBER SPAN NIFORMLY DISTRIBUTED DEAD LOAD NIFORMLY DISTRIBUTED LIVE LOAD ONCENTRATED DEAD LOADS .(0 for no concentrated load) DEFLECTION LIMIT OF LIVE LOAD DEFLECTION LIMIT OF LONG-TERM .�GLO-,3 1%2_x=,13 1/2:,"��,Glulam 2417-1.8E L ft WD =' + 96 Ibs / ft WL='";r80�;'; lbs /ft Pot = 1 0.90 Dead Load . PD2 = 1.00 Occupancy Live Load ft d L = L / ;360, dKuo.L= L/-240.'' Does member have continuous lateral support by top diaphragm ? (1= yes, 0= no) 0 No Coe Duration Factor, CD Condition 1 0.90 Dead Load . 2 1.00 Occupancy Live Load 3 1.15 Snow Load 4 1.25 Construction Load 5 1.60 Wind/Earthquake Load 6 2.00 Impact Load Choice => 4 Construction Load .YSIS ERMINE REACTIONS, MOMENT, SHEAR Wself M = 11 lbs / ft RLefl = 1.69 kips Vm. = 1.47 kips, at 13.5 Inch from left end MINE SECTION PROPERTIES& ALLOWABLE STRESSES b = 3.50 In E'min = 930 ksi d = 13.50 in FbE = 2580 psi A = 47.3 int I = 718 in' SK = 106.3 In3 RB = 20.800 < 50 lE = 32.7 (ft, Tab 3.3.3 footnote 1) Fv' = 331 Co CM Ct Ci CL CF 1.25 1.00 1.00 1.00 0.75 1.00 CHECK BENDING AND SHEAR CAPACITIES fb = MMax / Sx = 856 psi < Fb = f„ = 1.5 VMa, / A =. 47 psi < CHECK DEFLECTIONS ksi A (L, Me4 = 0.15 In, at 9.000 ft from left end, d(Kcr D+L. Mao = 0.44 16, at 9.000 ft from left end Where Ka = 1.50 , (NDS 3.5.2) DETERMINE CAMBER AT 1.5 (DEAD + SELF WEIGHT) d o.5D, Max) = 0.29 in, at 9.000 ft from left end L 1II L Poi 1 1 FO2 WL WD E I Camber=> 0.29 Inch THE BEAM DESIGN IS ADEQUATE. Cv Cc Cr 1.00 1.00 1.00 2245 psi Fv' [Satisfactory] [Satisfactory] d L = L / 360 [Satisfactory] d Ku D . L = L/ 240 [Satisfactory] CITY OF LA QUINTA BUILDING R SAFFTv ni=12T APPROVE® FOR CONSTRUCTION DATE gy 5 Rw9M = 1.69 kips Mma = 7.58 ft -kips, at 9.00 ft from left end E = EX = 1800 ksi Fb* = 3000 psi Fb = 2,400 psi F = FbE / Fe = 0.86 F„ = 265 psi Fe = 2,245 psi E' = 1,800 ksi Fv' = 331 psi Cv Cc Cr 1.00 1.00 1.00 2245 psi Fv' [Satisfactory] [Satisfactory] d L = L / 360 [Satisfactory] d Ku D . L = L/ 240 [Satisfactory] CITY OF LA QUINTA BUILDING R SAFFTv ni=12T APPROVE® FOR CONSTRUCTION DATE gy 5 CHECK THE BEAM CAPACITY WITH AXIAL LOAD AXIAL LOAD F, _ ; : r 1 " kips THE ALLOWABLE COMPRESSIVE STRESS IS Fc' = Fc CD CP CF = 178 psi v v v v v v v v Where Fc = 1600 psi - (- CD = 1.60 F F , CF = 1.00 (Lumber only) CP = (1+F) / 2c - [(1+F) /2C)2 - F / c]°-' = 0.069 Fc* : = Fc CD CF = 2560 psi Le-= K,L = 1.0L.= 216 in b = 3.5 In SF ='slenderness ratio = 61.7. > 50 [Unsatisfies NDS 2005 Sec. 3.7.1.4] Fc 0.822 E'mIn / SF = 179 psi E'min = 830 ksl F = Fc / F,* = 0.070 C = 0.9 { THE ACTUAL COMPRESSIVE STRESS IS fc = F / A = 21 • psi < Fc' [Satisfactory] THE ALLOWABLE FLEXURAL STRESS IS Fti = 2874 psi, [ for CD = 1.6 ] THE ACTUAL FLEXURAL STRESS IS fp = (M + Fe) / S = 889 psi < Fy' [Satisfactory] CHECK COMBINED STRESS [NDS 2005 Sec. 3.9.2] ' (fc / F.' )2+ 1`p/ [Fy' (1 - fc / Fc0l = 0.365 < 1 [Satisfactory] - CITY ®F LA QUINTA BUILDING & SAFETY DEPT. APPROVED - FOR CONSTRUCTION DATE BY Reza PROJECT: Wood Post Design PAGE: As har Our CLIENT: JOB NO.: Starks Residence 130992 DATE: 9/21/2013 DESIGN BY: R.A. , REVIEWBY: ,Ilk Tables for Wood Post Design'Based on. NDS 2005 DURATION FACTOR (1.0, 1.15, 1.25, 1.6) COMMERCIAL GRADE (# 1 or # 2) Co = 1.00. , (NDS 2.3.2) # 2 Pest AYial Canarity fnr Ilnr,nha CirJ -k 4f7 n,*.--% Height Section Size ft ft 4x4 4x6 4x8 4x10 1 4x12 6x6 6x8 6x10 6x12 8x8 8x10 6 10.89 16.85 21.84 27.34 33.25 19.59 26.72 33.85 40.97 37.92 48.03 7 8.68 13.51 17.62 22.21 27.01 18.89 25.76 32.63 39.49 37.33 47.28 8 6.96 10.87 14.22 18.00 21.89 17.99 24.54 31.08 37.63 36.59 46.34 9 5.66 8.85 11.60 14.72 17.90 16.91 23.06 1 29.21 35.35 35.69 45.21 10 4.67 7.31 9.59 12.19 14.82 15.66 21.35 1 27.05 32.74 34.61 43.84 11 3.90 6.12 8.04 10.23 12.44 14.32 19.52 1 24.73 29.93 33.34 42.23 12 3.31 5.19 6.83 8.69 10.57 12.96 17.67 1 22.39 27.10 31.87 40.37 13 2.84 4.46 5.86 7.46 9.08 11.67 15.91 1 20.15 24.39 30.23 38.30 14 2.46 3.86 5.08 6.47 7.87 10.47 14.28 1 18.09 21.90 28.46 36.05 15 2.15 3.38 4.45 5.67 6.89 9.41 12.83 1 16.25 19.67 26.62 33.72 16 1.90 2.98 3.92 5.00 6.08 8.46 11.54 1 14.62 17.70 24.76 31.37 17 1.69 2.65 3.49 4.44 5.40 7.63 10.41 1 13.19 15.96 22.96 29.08 18 1.51 2.37 3.12 3.97 4.83 6.91 9.42 11.93 14.44 21.23 26.89 19 1.36 2.13 2.80 3.57 4.35 6.27 8.55 10.83 13.12 19.62 24.85 20 1.23 1.92 2.53 3.23 3.93 5.72 7.79 9.87 11.95 18.13 22.96 21 1.11 1.75 2.30 2.94 3.57 5.22 7.12 9.02 10.92 16.76 21.23 22 1.02 1.59 2.10 2.68 3.26 4.79 6.53 8.28 10.02 15.52 19.66 23 0.93 1.46 1.92 2.45 2.98 4.41 6.01 7.62 9.22 14.39 18.23 24 0.85 1.34 1 1.77 2.26 2.74 4.07 5.55 7.03 8.51 13.36 16.93 25 0.79 1.24 1 1.63 2.08 2.53 3.77 5.13 6.50 7.87 12.43 15.75 26 0.73 1.15 1 1.51 1.92 2.34 3.49 4.76 6.03 7.30 11.59 14.68 27 0.68 1.06 1.40 1.79 2.17 3.25 4.43 5.61 6.80 1 10.82 1 13.71 28 0.63 0.99 1.30 1.66 2.02 3.03 4.13 5.23 6.34 10.13 12.83- 29 0.59 0.92 1.22 1.55 1.89 2.83 3.86 4.89 5.92 9.49 12.02 30 1 0.55 0.86 1.14 1.45 1.76 2.65 3.62 4.58 5.54 8.91 11.29 Post Axial Canaritv fnr Snnthorn Dino R - 1- a Height Section Size ft 4x4 4x6 4x8 4x10 4x12 6x6 6x8 6x10 6x12 1 8x8 8x10 6 11.10 17.27 22.54 28.44 34.17 14.96 20.41 25.85 31.29 28.68 36.32 7 8.79 13.73 17.98 22.77 27.49 14.57 19.87 25.16 30.46 28.33 35.89 8 7.02 10.98 14.41 18.30 22.15 14.07 19.18 24.30 29.42 27.91 35.36 9 5.69 8.91 11.71 14.89 18.05 13.45 18.35 23.24 28.13 27.41 34.72 10 1 4.69 7.35 9.66 12.30 14.91 12.72 17.35 1 21.98 26.61 26.80 33.95 11 3.92 6.15 8.09 10.30 12.50 11.90 16.22 1 20.55 24.87 26.09 33.05- 12 3.32 5.21 6.86 8.74 10.61 11.00 15.00 1 19.00 23.00 1 25.26 32.00 13 2.85 4.47 5.88 7.50 9.10 10.09 13.76 1 17.42 21.09 24.32 30.81 14 2.47 3.87 5.10 6.50 7.89 9.20 12.54 1 15.88 19.23 23.27 29.47 15 2.16 3.39 1 4.46 5.69 6.91 8.36 11.40 1 14.44 17.48 22.12 28.02 16 1.90 2.99 3.93 5.01 6.09 7.59 10.35 1 13.11 15.87 20.91 26.48 17 1.69 2.65 3.49 4.45 1 5.41 6.89 9.40 1 11.91 14.42 19.66 24.91 18 1.51 2.37 3.12 3.98 4.84 6.27 8.56 1 10.84 13.12 18.42 23.33 19 1.36 2.13 2.81 3.58 4.35 5.72 7.80 1 9.88 11.96 17.21 21.80 20 1.23 1.93 2.54 3.24 3.93 5.23 7.13 1 9.04 10.94 16.05 20.33 21 1.11 1.75 2.30 2.94 3.57 4.80 6.54 1 8.28_�0 Q3 18.94 22 1.02 1.60 2.10 2.68 3.26 =00--f , �. 2 A eg,-221 i i 0.N110AN 11 17.65 23 24 0.93 0.86 1.46 1.34 1.93 1.77 2.46 2.26 2.99 2.74 I4.0a15164 &7 U 1-7.0 . 2 11. 6.49: a t81 rmaer15.34 122L9t 1 16.45 25 26 0.79 0.73 1.24 1.15 1.63 1.51 2.08 1.93 2.53 2.34 .4 .23 'T.0 a4i� .� 64,91 Z i a6. fi 11.31 10.58 1 14.33 13.40 27 28 29 30 0.68 0.63 0.59 0.55 1.06 0.99 0.92 0.86 1.40 1.30 1.22 1.14 1.79 1.66 1 1.55 1 1.45 2.17 2.02 1.89 1 1.76 .01 .81 a.63 4.46 • 91 -r$ 3.58 3.36 4.54 4.25 5.50 1 5.15 .90 9.28 8.72 8.20 12.54 1176 11.04 1 10.39 Note: LUAIt o� 1. The bold values require steel bearing plate based on, FL, 625 psi. 2. The table values are from Wood Column software at www.Engineering-Intemational.com . Reza'PROJECT: Maii oac06� 5�sq'ftjP*1rWFooUn (�1,500psf) PAGE: As har CLIENT: x DESIGN g pO U r JOB NO.: DATE : `` REVIEW BY: PadjF:6, tin INPUT DATA T DESIGN SUMMARY COLUMN WIDTH - cl : _ ` 0 in FOOTING WIDTH B = 2.50 R COLUMN DEPTH ci =' x 0; In FOOTING LENGTH - L 2.50 R BASE PLATE WIDTH b,= 4, in 1 ' FOOTING THICKNESS ., T 12 in BASE PLATE DEPTH . bz = �1 4 in LONGITUDINAL REINF. 3 # 4 @ 12 in o ' FOOTING CONCRETE STRENGTH f� = g 1 ksi TRANSVERSE REINF. 3 p 4 ® 12 in o c. ` REBAR YIELD STRESS fy =°4'0 ksl ,P AXIAL DEAD LOAD , PD.- _ 4)5„ k i AXIAL LIVE LOAD, PLL' {'S k r ` LATERAL LOAD (0=WINO, 1=SEISMIC)_`- Seismie.SD SEISMIC AXIAL LOAD PLAT . y= t) k; SD Qc ksf I , SURCHARGE ? A, t o +Y9 ' = 0,. -• . SOIL WEIGHT w r s r QN':J' kcf FOOTING EMBEDMENT DEPTH Dl = 2- R QJ F FOOTING THICKNESS T = 12 in C, ALLOW SOIL PRESSURE Qa . _ 1�j ksf FOOTING WIDTH' B= 2 5 It i f FOOTING LENGTH - L BOTTOM REINFORCING iY01 THE PAD DESIGN IS ADEQUATE. ^� - ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318-05 SEC.9.2.1) - CASE 1: IDL + LL P 9 kips 4 1.2 DL + 1.6 LL Pu * '13 kips CASE 2: DL + LL + E 11.4 P = 8 kips 1.2 DL + 1.0 LL+ 1.0 E~ ' Pu = 10 kips r CASE 3: 0.9 OL + E 11,4 P = 4 , kips j 0.9 DL + 1.0 E Pu = 4 kips CHECK SOIL BEARING CAPACITY (ACI 318.05 SEC. 15.2.2) CASE 1 CASE 2 CASE 3 9st,l = BL +g,.+ (0.15-1u's)T = !" ' 1.48 ksf, 1.48 ksf, 0.88 ksf ' Il 4 ?,.;xk Q o, (Satisfactory] I. 1 Or LA Qom: 6'1 `�� ti where k -11 for gravity loads+ 4/3 for lateral loads , ' : ��1 {� & S,4FET1 r' EpT •" DESIGN FOR FLEXURE (ACI 318-05 SEC.15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12,2, & 12.5) • _ O�. y 0.85 i— 1— t/!� I::f_,I �� ! ! js, 0.383h�/'j�, — 0.85p�j� E„ - STRUC s P= P.1cu r,,, etl+er P�»r=,191,10.0018d 3p� --- __ BY << LONGITUDINAL_ • • TRANSVERSE " • .. • 8.50 • - _... d..... 8.75..... _. _ _ .. .. •, . .. ... .. .. ._- - -- Q u.max 2.02 ,... -.._ ..._..... 2.02 , M, 3.43 3.43 •.., ., ,. P-...0_000 ...0.001 " Pmm - .• +' 0.001 •- _._ _.. _..- . A6 0.17 • ------ -- - , ,- •' • 0.18 Max. Spacing: 18 �... in o.c. 18 in o.c. USE 3 ii 4 Q- 121n o.c. 3 it 4 in c.c. 0.019. � ,.---• '- Check p roo ` Pmax (Satisfactory] - -,(Satlstactory J - -• CHECK FLEXURE SHEAR (ACI 318.05 SEC.9.3.2.3,15.5.2,11.1.3.1, & 11.3) 01'11 = 20bd Jo _ LONGITUDINAL TRANSVERSE Vu 2.21 2.31 - 0. 0.750.75 dun 19.7 -..... 19.1 - - - Check V„ <-oVn. (- aUsiaetoryj - .1datisfactory) CHECK PUNCHING SHEAR (ACI 318-05 SEC. 15,5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) 5�1 rr=(2+j,)O . .4p 54.98 kips where 0 = 0.75 (ACI 318-05, Section 9.3.2.3) A. I = ratio of long side to short side of concentrated toad = 1.00 bo = c1+02+151+b2+4d = 42.5 In Ap bo d = 366.6 in' Y = MIN(2 , 4 / ac, 40 d / bo) = 2.0 I' (1- -L/b'+c'+dX L±- +d = 11.02 kis < V rr = Pu, magic! B� I` 2 Z JJ P 4 n (Satisfactory) (cont'd) 2 1TY OF LA C g''rrA BUILDING & SAFE � '.` j ;.,`PT. PPROV m ' FOR CONSTRUCT;` ATC O CLIENT: S�6,,leJ Rpt% ol,ie RA Structural Engineering SHEET: SUBJECT: Rpm ode ( - JOB NO: 13 0992 DESIGN BY: RAVE• DATE: 912)%/3 Lot Ana l Or% i �� Plan Avws Tye n 7 6 t 6 '6 y )Vew dof yn shows ryfe , / /v �10�U0/n/dI it'Qt//r(%� V( �PL✓ r/fie 1301 d/ %,% Jo lis Uf2 1304 s�Ac�ny 3 Na,�;� /70,- All 0'>��s '.�.--ffY OF LA Q - fA v,�u3L.DiNG & SAFE%'-'' i --PT. APPROVE'', 3 FOR CONSTRUC-i-, N �. �, 4� 'QQ�+:'c i r•��s. - +tel' .. _'_"��` �,�71.,..t _ �.�1 �+��_ ' �� -!'i''�'.!".++�.w ..^T�'M-4".r� _ '�� ) W tit ' � • F .•, .' ` ,. � � Y » ; 1 ti a � " ,. � � •` }► '-- _� ,.Ori y�vw,^,., �,.a � 'i�� Lt'•"5 y ' 1 � - . • '!� t � r f ► '4r- 1 �`t-� if +f ;�� ('\- �' � _•""..,,�i•'}{.�3.i�"^�1►.��..7i ^"'r:..,�,+.J• eta.,.►'+;..:.,,, _- —��.. fl. .!• -Y • 4 ♦ 1� 1 I •t '� t a � � Jar. � .'•� x* .+��i -,� .r-i �f�L�_�M�' i•l .. lig ` III 41 ' ••,wy.<�'',� ,� :r. '.:y1'.i �'•, ':'�:•h�.u, •� .x+11 1 IJ t• '� ` �-- •ye�.tf''� �� . � '.! .� , i t � t C" `n .. ,.�_ ' � , t • t'1 J o - IV • i '•r � 1 ', - Vii_ v }�, ?�'. - • _ 7 s �`�s �, 104 �11MM � • � ...✓ jam' a�'; i � � r 1 1 ' ' • ?.y`� , T• ,_ ! � .• a •1 � l.'F}.. .' F • � - - • ' a ' '• may •�• ��' ' • • • � • � ' • t- � - • • � 4 -_ 1 � 'tr w- i it . ' i , . ♦ �~ + , � '+1.. � •S , •'•.� �. .qtr rl+ .S jr y _ . t•S� , - v_ . �.. _ _... � ,_ "---+,..�-.-- - y �' IY.� � Wil` 1 ," 1 KV tttir�tl a11• t •4 ., ' •/ I �i jive. I" ,r ; - +L• . t + '- > __ � ' ��'� � � • /..r w IIi t 1 hM. f a -. ti .01 b, ._kLY F1 rL i, 1 , ; ;— •rIj ; ' hit" • -moi -.j ti .wry � �r' 4 "�•' 1--' �« 1 �• _ i �.. _. ... ' ^ I2 Title 24 Report for: Stark Residence 81-665 Tiburon Dr. La-Quinta, CA 92253 . Esq j .00T 2013 COMA rOF QUln.(*r4 LOPMIEN 7- Report Prepared By: Gabriel Rios Rios Designs 49-901 Cinnabar Lane Coachella, CA 92236 CITY OF LA QUINTA BUILDING & SAFETY DEFT. APPROVED. _ FOR CONST UCTION DATE 10 l B Date: 09/29/2013 General Information " Site Address: 81--665 Tiburon Dr. Enforcement Agency: : Date: 09/29/2013 Building Type Single Family 0 Multi Family Circle the Front Orientation&, S, W, or degrees Conditioned Floor Area (CFA): (E) 3A9 Soft. Project Type: ,'_i .Alterations _. ; Envelope x! Fenestration E Roof ._ HVAC Replacement or Chane Out Duct Replacement []Water Heater NOTE: This form is not to be used for Newly Constructed Buildings or Additions Insulation Values For Opaque Surfaces (for Furring use the Mass and Furring Strips Construction table below) Assembly Alteration ❑x Opening of framed cavity alone—Alterations that involve the opening of the framedcavity• of a wall, ceiling, or floor must install the mandaiory minimum insulation value per§150 for the altered assembly. Fill in Columns A —C and enter mandatory'insulation value in Column -H. Q Replacement of entire assembly—' Replacement of an entire wall, ceiling or floor assembly requires the installation of Component Package- D insulation values in Table 151-C. Fill in Columns A —j. ' Opaque Sulrface Details For the furred portioned of Mass Walls see Furring Strips Construction Table below. A B CD: E. F G ,.. H' I J Proposed ee ote Standard Values From JA4 Table Framing Thickness,' Framed Continuous ` JA4 Proposed Tag/, Assembly Name Material Spacing,' U- JA4 Table Cavity Insulation Assembly Assembly IDI orT e2 '' andSize2. or Other' factor°:' Number' R-value6 R -Value Row/Cols U -factor'' Well 2X6 . 0 16' O.C. 151-C R-19,,, R-19. ' c d > d Final Mass Name or JA4 Table - v m 1 d s E E o ° 2' Assembl . Thickness' T e2 Number. • d > Note: For furred assemblies, accounting for Continuous Insulation R -value, see Page JA4-3 and Equation 4-1. For calculating furred walls use the Mass and Furring: Construction table below: ' 1. For Tag/ID indicate the identification name that matches the building plans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc ... Indicate in column G the Frame material and Size: For, Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc..: see JA4 for other possible frame type assemblies. 3. Enter the thiekriess for mass in inches or Spacing between framing members enter; 16 "or 24 "OC,' or Other for all other assembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel and etc.:.; ; 4. Based on the Climate Zone; enter the equivalent U factor found in JA4 Table based on the R -Value from Table 151-B, C, or D 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R -value that is being installed in the wall cavity or between the framing; otherwise, enter "0 ". 7. Enter the Continuous Insulation R -value for the proposed assembly; otherwise, enter "0 ". 8. Enter the row and column of the U factor value based on Column F Table Number and enter the Assembly Ufactor in Column J 9. The Proposed Assembly U factor, Column J, must be equal to or less than the Standard U factor in Column E to comply. Furrin Stri s Construction Table for Mass Walls Onl A I B I C, I D I E F G H I J K L�: M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation . Walls From Reference _. in Furring Space from Reference. Joint Appendix Table 43.5 4.3.6 4.3.7 Joint A • endix Table 4.3.13 Assembly ' ] f c• c d > d Final Mass Name or JA4 Table - v m 1 d s E E o ° 2' Assembl . Thickness' T e2 Number. • d > M x t° d > U -factor Comment N/A r. A --UP46TRUCTIO Registration Number Registration Date/Time: - HERS Provi 2008 Residential Compliance Forms March 2010 122 �3 BY Prescriptive Certificate of Com fiance: Residential CF -IR -ALT Residential Alterations age 2 of 5 Project Name: Stark Residence Climate Zone # 15 # of Stories 1 Mass and Furring Strips Construction ootnotes 1. Indicate the type of assembly to include; Hollow Unit Masonry Walls, Solid Unit Masonry, Solid Concrete Walls, Etc. Additional assemblies can befound Reference Joint Appendix JA4. 2. This is the U -Factor based on the thickness of the assembly in inches. 3. The R -value of the insulation to be added on the interior or exterior of the assembly. 4. The Calculated R- Value is the R -value of the furred out section of the assembly. 4 The Final Assembly is calculated using Equation 4-2 or Equation 4-4of the Reference Joint Appendix JA4. The equation is the inverse of Column added to Column I. Column K is the inverse from column J. 7. Insert the calculated U- actor value on to the Opaque Su ace Details in Column J FENESTRATION PROPOSED AREAS 1@ Replacing window alone - Replacement windows shall meet the U -Factor and SHGC Value requirements of Component Package D in Table 151-C. The Total Fenestration and West facing Area requirements are not applicable. Q Adding 50ft2 or less of window area - Newly installed windows shall meet the U -Factor and SHGC Value requirements of Component Package D in Table 151-C. E) Adding more than 50ft2 of window area - Newly installed windows shall meet the U -Factor and SHGC Value and the Fenestration Area requirements of Component Package D in Table 151-C. Complete the Altered Fenestration Allowed Area Table on Page 2 of the CF -JR -ALT Orientation D Fenestration Type and Frame (North, East, PropsedAreal Maximum (Window, Glass Door or Skylight) South, West) (fl U -facto?, 3 Maximum NFRC or Default SHGC2,1, 4 values 1. 7050 XOX West 35 sa t. .40 .35 CFA of Allowed Existing Allowed 1. Fenestration area is the area of total glazed product (i.e. glass plus frame). Exception: When a door is less than 50% glass, the fenestration area may be the glass area plus a "2 inch frame " around the glass. 2. Enter value from Component Package D Requirements in Table 151-C. 3. Actual fenestration products installed and as indicated in CF -6R -ENV Form shall be equivalent to or have a lower U factor and/or a lower SHGC value than that specified on the CF -IR ALT Form. 4. Submit a completed W3 -3R Form if a reduced SHGC is calculated with exterior shading. 5.Ifapplicable at this stage enter "NFRC" or NFRC Certified windows or are CEC "Default " valuesfound in Table 116-A or B. ALTERED FENESTRATION ALLOWED AREAS (Complete if more than 50ft2 of fenestration is added) A B C D E F G CFA of Allowed Existing Allowed Entire % of Fenestration Area Fenestration Area Proposed Area' 4 Dwelling CFA , s Area4 Removed5 Area Added6 A x B -D + C Total Fenestration Area , ft 3,409 682.2 707.2 64 35 682.2 1>_ 687.2 West Fenestration Area (Required In 170.5 122.8 64 35 170.5 >_ 93.8 CZ's 2,4&7-15 1. The Proposed West Fenestration Area includes West -sloping skylight area and any other skylight area with a pitch less than 1:12. 2. Enter 20% when no West orientation restriction or 15% when West fenestration is being installed in Climate Zones 2, 4, & 7-15. Note that the maximum allowed fenestration can only be 5% of the CFA as indicated in Column F. Column G must be equal to or less than Column F. 3. In climate zones 2, 4, 7-15, no more than 5% of the CFA is allowed for west facing glazing---- 4. Existing Fenestration area must be counted toward the maximum allowed 15% or 20% of14-whole nu �ding� ar(tj cgtooKjat�d irt�o(gmn G. The Proposed Area must be less than or equal to Column F. �A la(lJ 1 �J /�-� 5. Enter the fenestration removed as part of the alteration if any in column D. BUIL. «i N G & SAFETY DEPT. 6. Enter the Fenestration area that is beingadded as art o the alteration. r. r". r_N r-� 4_% rr-- N IR k 9 l \.i V L LJ FOCONSTRUCTION 2008 Residential Compliance Forms _ __. arch 2010 Prescriptive Certificate of Compliance: Residential CF -1R -ALT Residential Alterations age 3 o Project Name: Climate Zone # # of Stories Stark Residence 115 1 ROOFING PRODUCTS (COOL ROOFS) §1511912 When the area of exterior roof surface to be replaced exceeds more than 50% of the existing roof area, or more than 1,000 ,whichever is less, the new roofing area must meet the roofing product "Cool Roof' requirements of §152(b)IH4152(b)M4 or 152(b)IHiii. Check applicable alternative or exception below if the roof alteration is exempt from the roofing product "Cool Roof' requirements. Note: If any one of the alternatives or exception below is checked, the Aged Solar Reflectance and Thermal Emittance requirements for roofing products in §118(1) are not applicable. Do not fill table below. Cool Roofs Not Required in Climate Zones 1-12, 14, and 16 with a Low Sloped. Less or 2:12 pitch. Cool Roofs Not Required in Climate Zones 1 through 9 and 16 with a Steep -Sloped Roofs (pitch greater than 2:12) and product unit weight less _ than 5lb/ft 2. Alternatives to §152(b)1Hi and §152(b)Hii, Steep -slope roof (pitch > 2a2) ❑3 Insulation with a thermal resistance of at least 0.85 heft-017/13tu or at least a 3/4 inch air -space is added to the roof deck over an attic; or Existing ducts in the attic are insulated and sealed according to §151(1)10; or In climate zones 10, 12 and 13, with 1 f of free ventilation area of attic ventilation for every 150 f0 of attic floor area, and where at least 30 percent of the free ventilation area is within 2 feet vertical distance of the roof ridge; or Building has at least R-30 ceiling insulation; or Building has radiant barrier in the attic meeting the requirements of § 151(f)2; or Building has no ducts in the attic; or Q In climate zones 10, 11, 13 and 14, R-3 or greater roof deck insulation above vented attic. Exception to §152(b)1Hiii, Low -slope roof (pitch _5 2:12) Building has no ducts in the attic. Other Exceptions E3 Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the below Cool Roof criteria. Roof constructions that have thermal mass over the roof membrane with at least 25 lb/fe is exempt from the below Cool Roof criteria. Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, Check the applicable box below if Exem t from the Roofing Products "Cool Roof' Re uirement: Roof Slope Product Weight Product Aged. Solar Thermal CRRC Product ID Numbers 52:12 > 2:12 < 5lb/ft2 >— 51bW Type 2 Reflectance3'4 Emittance SRI N/A D �' D 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.org/products/search. 2. Indicate the type of product is being used for the rooftop, i.e. single ply roof, asphalt roof, metal roof, etc. 1. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(pt„ inat — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance. 4. Check box if the Aged Reflectance is a calculated value using the equation above. .Calculate the SRI value by using the SRI- Worksheet at htto:lAvww. energy.ca.gov/title24/and enter the resulting value in the SRI Column above and attach acopy of the SRI- Worksheet to the CF -IR. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in § 118(i)4. Select the applicable coating: Aluminum -Pigmented Asphalt Roof Coating Q Cement -Based Roof Co ting Other � r BUILDING & SAFETY DEPT. ixPPRO ED FOR CONSTRUCTION 2008 Residential Compliance Forms - ----- March 2010 Prescriptive Certificate of Com fiance: Residential CF -IR -ALT Residential Alterations. (Page 4 of 5 Project Name: Stark Residence Climate Zone # ,� 5 # of Stories 1 HVAC SYSTEMS - HEATING List water heaters and boilers for both domestic hot water (DHI9 heaters and hydropic space heating. Individual dwelling DHW heaters must be gas or propane fired. Hot water pipe insulation from the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all Minimum Duct or Piping Configuration Heating Equipment Type and Capacity 1,2,3 Efficiency Distribution Insulation Thermostat (Central, Split, AFUE or HSPF Type and Location R -Value Type Space, Package or H dronic EXISTING External Tank L Indicate Heating Type (Central Furnace, Wall Furnace, Heat pump, Boiler, Electric Resistance, etc) 2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i.e., if total capacity < 2 KW or 7,000 Btulhr electric heating is controlled by a time -limiting device not exceeding 30 minutes). See §151(b)3 exception. 3. Refer to the HERS Verification section on Page 4 of the CF -IR -ALT Form for additional requirements and check applicable boxes. 4. Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc) HVAC SYSTEMS - COOLING Type] Minimum System Capacity (gal) Thermal Efficiency Efficiency Duct or Piping EXISTING Configuration Cooling Equipment Type and Capacity' 2 (SEER/EER or Distribution Insulation COP) Type and Location R -Value Thermostat Type (Central, Split, Space, Package or H dronic EXISTING 1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of §150(n). The Prescriptive requirements do 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc) 2. Refer to the HERS Verification section on Page 4 of the CF -1R ALTForm for additional requirements and check applicable boxes. 3. Indicate Type or Location(Ducts, H dronic in Floor, Radiators, etc. WATER HEATING List water heaters and boilers for both domestic hot water (DHI9 heaters and hydropic space heating. Individual dwelling DHW heaters must be gas or propane fired. Hot water pipe insulation from the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all com onent acka es in all climate zones. External Tank Water Heater Type/Fuel Distribution Type Number In Tank Energy Factor or Insulation Type] Standard, Recirculating 2 System Capacity (gal) Thermal Efficiency R-Value3 EXISTING 1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of §150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The external water heating tank and i es shall be insulated to meet the requirements o 150. . SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written 'usti fcation and documentation andspecial verification. NEW ROOF ASSEMBLY - Radiant Barrier The radiant barrier requirement of § 151 2 does not apply to roof alterations. Slab Edge (Perimeter) Insulation LJJYES xi NO YES: In Climate Zone 16 in Component Packages D, R-7 insulation is required. Heated Slab Insulation a YES ONO YES: Slab edge insulation required for all heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation -! YES x_ NO YES: In Climate Zones 1, 2, 11, 13, 14 & 16, R-8 insulation is required; in Climate Zones 12,!&"1'5r'R-4 is'r_ ed d c e D. Thermal Mass1/-A To obtain Compliance Credit for the installation of thermal mass, use the Performance A roach" i LD I N G & SAFETY Q1=PT f AOR CONSTRUCTION BY 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential : CF -IR -ALT - Residential Alterations age 5 o • Project Name: Climate Zone # # of Stories - ` Stark Residence 15 . HERS VERIFICATION: SUMMARY The enforcement agency should pay special attention to the HERS Measures specified in this -' checklist below. A completed and iigned CF -4R Form for all the measures specified shall be submitted to the building inspector before final - ins ection. Duct Sealing & Testing HERS verification is required for this measure. D YES El NO YES: In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned space, the ducts are to be sealed per § 12(b)1Dii and the newly installed ducts are to be insulated per §151(f)10. D EXCEPTION: Existing duct systems that are extended, which are constructed, insulated or sealed with asbestos. DYES EINO YES: In Climate Zones 2 and 9-16, if the existing space -conditioning system (HVAC equipment and ducting) is replaced, the ducts are to be sealed per §152(b)1Di. " DYES ANO YES: In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including the replacement of the air handler, outdoor condensing unit of a'split system, cooling or heating coil, or the furnace heat exchanger) the ducts are to be sealed per § 152(6) lE. ' D EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERS, verification in accordance with procedures in the Reference Residential Appendix RA3. D EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. EXCEPTION: Existing duct systems constructed, insulated or sealed with asbestos. Refrigerant Charge- Split System HERS verification is required for this measure. D YES E) NO YES: In Climate Zones 2 and 8-15, when the existing HVAC equipment' is replaced (including the replacement of the air handler, outdoor condensing unit of a split system A/C or heat pump, cooling or heating coil, or the furnace heat exchan er)'a refri• erant cbar a measurement shall be verified per 152 1F. Central Fan Integrated (CFI) Ventilation System and Fan Watt Draw, . The ventilation requirements of § 150 o do not apply to existing residential homes. ' Ducted Split Systems - Air Conditioners and Heat Pumps: Airflow HERS verification is required for this measure. D YES Q NO YES: In Climate Zones 10 through 15, when the existing space -conditioning system (HVAC equipment and ducting) is replaced, the airflow and fan watt draw shall be verified per § 152 1 Ci to meet the requirements of § 151 7B. M Documentation Author's Declaration Statement • I certify that this Certificate of Compliance documentation is accurate and com ete Name: Gabriel'.Rios signature: Company: Rios Designs Date* +09/29/2013 Address:If 49-901 Cinnabar Lane Applicable CEA or _ CEPE -(Certification#) City/State/Zip: Coachella, .CA 92260 PhOIIe:760-485-7431. Responsible Building Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. w • I certify that the energy features and performance specification_ s for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and,6 of the California Code of Regulations. . • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifi ations submitted to the enforcement agency for approval with this building permit application. Name: Gabriel Rios signature Company; Rios Designs a 09/29/2013 Address: 49-901, Cinnabar Lane • e• Ar— State/Zip: PCoachella;CA 92236 BUIL6N rity/ $ #31 For assistance or questions regarding the Energy Standards, contact the Energy Hgt7 neiat: 8 .t ---V _ ____ _'_ _ =0_R_ CONSTRUCTION Regisbation Number:' Registration DatefTime: � I HERS Provider: 2008 Residential Compliance Forms I arch 2010 BATE gy Mandatory Measures Summar MF -1R Residential (Page 1 of 3 Site Address: Enforcement Agency: Date: 81-665 Tiburon Dr. 09/29/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -IR, CF -IR -ADD, or CF -IR -ALT Form) shall supersede the items marked with an asterisk(*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -IR Form with plans. DESCRIPTION Building Envelope Measures: §116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-111 (a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1R Form. *§150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§ 150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. *§150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1R Form. § 150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no eater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. § 150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning,Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/1r are exempt), and pool ands a heaters. § 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section I I2(c). §1500)lA: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 1506)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external -insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. § 1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. § 1500)2: Cooling system piping (suction, chilled water, or brine lines),and pip' g mrsy a et�uegn hgati}1g w t of water tank shall be insulated to Table 150-B and Equation 150-A. �,� )r L_/ i U §1500)2: Pipe insulation for steam hydronic heating systems or hot water syste s�p i,Dhbtfr_�hej? cF L�tet 6 aids I able 123-A. § 1500)3A: Insulation is protected from damage, including that due to sunlight, moisture, equip`hien'i � ' to !n� � d. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor tlet?•oescn d e j@in con 'tinned space. 2008 Residential Compliance Forms August 2009 DATE BY Mandatory Measures Summar MF -1R Residential (Page 2 of 3 Site Address: Enforcement Agency: Date: 81-665 Tiburon Dr. 09/29/2013 § 150G)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R4.2 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 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings eater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §I50(m)l: 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. § I50(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150(m)7: Exhaust fan systems have back draft or automatic dampers. § 150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § I50(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §I50(m)10: Flexible ducts cannot have porous inner cores. § 150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: § 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §1 14(b)l: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating § 114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of § 150(p). Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by § 150 2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by § 130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. § 150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain'only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by § 130(d), and shall not contain a medium screw -base socket. §150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of § 150(k). §150(k)7: All switching devices and controls shall meet the requirements of § 150(k)7. § 150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft or 100 watts for dwelling units larger than 2,500 ft may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (FMCS), or a multi -scene programmable_control•system;-an erma�ngy stalled luminaries in garages, laundry rooms, closets greater than 70 square feet, and utilitymm oog'ar u a Le, . 9�d y a manual -on occupant sensor. 1 i §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20,�vktts,"ofip9wer e t o !'l inated cabinet. % r-4 mpovPn §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundryrooms,3cl I shall b high efficacy. I }-().. (, )N 2008 Residential Compliance Forms i Aubst 2009 BY Mandatory Measures Summary MF -1R Residential(Page 3 of 3 Site Address: Enforcement Agency: Date: 81x665 Tiburon Dr. 09/29/2013 EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of § 119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupant sensor. §150(k)ll: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high. efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of § 119, or by a manual -on occupant sensor that complies with the applicable requirements of § 119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with § 150 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (FMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to § 150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to § 130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146 § 150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of § 119. 2008 Residential Compliance Forms - CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPR®VEE), FOR CONSTRUCTION Aug --- BY 2009