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BPAT2019-004278-495 CALLE TAMPICO D 4o LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: PATIO COVER/CITY STANDARD/PRE-ENGINEERED - OPEN Application Number: BPAT2019-0042 Property Address: 51800 AVENIDA NAVARRO APN: 773184003 Application Description: RANDALL / 159SF TRELLIS (PATIO COVER AT FRONT YARD Property Zoning: Application Valuation: $5,000.00 Applicant: D JUAN G. PEREZ 51800 ACVENIDA NAVARRO AUG 0 2019 LA QUINTA, CA 92253 CITY OF LAQUINTA DESIGN & DEVELOPMENT DEPARTMENT 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 Professions Code, and my License is in full force and effect. License Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: i, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). -:M) 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 actors' State License Law.). ( 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 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/8/2019 Owner: RANDALL BRIAN A 51800 AVENIDA NAVARRO LA QUINTA, CA 92253 Contractor: OWNER BUILDER Llc. No.: 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. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:_ Policy Number: certify that in the performance of the work for which this permit is issued, I shall note y any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Appiican",C< ! 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 Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned %%property for inspection purposes. Date: 1 1 Signature (Applicant or Agent 1 ' G, Date: 8/8/2019 Application Number: BPAT2019-0042 Property Address: 51800 AVENIDA NAVARRO APN: 773184003 Application Description: RANDALL / 159SF TRELLIS (PATIO COVER AT FRONT YARD Property Zoning: Application Valuation: $5,000.00 Applicant: JUAN G. PEREZ 51800 ACVENIDA NAVARRO LA QUINTA, CA 92253 Owner: RANDALL BRIAN A 51800 AVENIDA NAVARRO LA QUINTA, CA 92253 Contractor: OWNER BUILDER Llc. No.: -----------------------------------------•-----=-------------------------------------------- Detail: 159 SF WOOD FRAMED PATIO COVER AT FRONT ENTRY [KONICKI ENGINEERING] THIS PERMIT DOES NOT INCLUDE MECHANICAL, ELECTRICAL, OR PLUMBING INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN 101-0000-42404 0 $107.27 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN PC 101-0000-42600 0 $105.66 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $212.93 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.65 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS:t ac PERMIT # ( I 00 iN y Z — GEof,b. DF-SERTT'�,-1 PLAN LOCATION: ..� ,�� Project Address: $op 4ds,4 in,& Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: '? 73 8 . ©o Applicant Name: -1 �Z Address: E p, °Eo S(o City, ST, Zip: �� 7 Telephone: Email:�LLA2a^nYs�Se- Valuation of Project $ CjC.Y]CJ 00 Contractor Name: New SFD Construction: Address: Conditioned Space SF City, St, Zip Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lie: City Bus Lie: -4ppcN/Eng Name: G2 • (see Construction Type: Occupancy: Address: r-0, _q 07( r v� Grading: City, St, Zip �� ,p c(a a •f Telephone: Bedrooms: Stories: # Units: Email: State Lie: City Bus Lie: Property Owner's Name: kZa.49,a.C.L New Commercial / Tenant Improvements: Address: 541"1— a 5 ptp Jar-Qan&,Te3 Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 f OFFICE USE ONLY # Submittal Req'd Rec'd Plan Sets Structural Cates Truss Cates Title 24 Cates Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License I Page 1 of 12 STRUCTURAL CALCULATIOrNS Project : Engineer : (:lTy OF LA O A BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE Code GATE 6Y Randall Patio addition 51800 Avenida Navarro La Quinta, CA 92253 Konicki Engineering 31107 Mariposa Pl. Temecula, Ca 92592 (951)-303-2185 2016 C.B.C. Date : July 19, 2019 QRnEESE Digitally signed by MANISHA KONICKI c�" P E Ir �• DN: cn=MANISHA KONICKI o=KONICKI ENGINEERING, ,f z email=KONICKI3@VERIZO C C 60035 Exp, 06/30/20 NET, c=US 07 00 019.07.2013:08:42 FI CI VIA-tiP Te pF C ALIT TABLE OF CONTENTS DesignLoads..................................................................... 2-5. Roof Framing ....... ........................................ 6-10. Foundationdesign ............................ •................................... 11. Lateral Analysis...................................................................... 12. �jP� zet9-ao`�� 0 W a Qi Q W N N C UJo W � � Q ry z 0 C/II'-\ Page 2 of 12 CODE: 2016 C.B.C. TILE ROOF 4:12 SLOPE Dead Load Tile 1/2" Plywood 2x rafters @ 24" o.c. stucco Miscellaneous TOTAL Live Load CONCRETE, F'c = 12.0 psf = 1.8 psf = 2.0 psf = 10.0 psf = 1.0 psf = 26.8 psf Use: 27 psf for design = 20 psf (With allowable reductions per code) = 2500 psi @ 28 days for footings and slab SOIL BEARING CAPACITY : 1500 psf Page 3 of 12 WIND For Risk Category II, from fig. 26.5-1 A, ASCE 7-10, Basic Wind Speed (3 second gust), Vult = 127 MPH, Vasd= 99 MPH per CBC 1609.3 Wind exposure Category C from section 26.7 Topographic factor, Kzt = 1.0 Design wind pressure p=gGCp-gi(GCpi).... ( ASCE 7-10, section 27.4-1) qz= 0.00256 Kz Kd Kzt V2 Kz = 0.85 at mean roof ht z= 8' ...Table 27.3-1 ASCE 7-10 Kd = 0.85... Table 26.6-1 Kzt = 1.0 qz =qh at mean roof ht. = 0.00256 x 0.85 x 0.85 x 1.0 x 992 = 18.1 psf G= gust -effect factor, 0.85 Cp= external pressure coefficient from fig 27.4-1 Cp = 0.9 windward wall L/B=16/10= 1.6 Cp = -0.5 leeward GCpi= +-0. 18 ... enclosed building, table 26.11-1 ASCE 7-10 location Height above ground level, z (feet) q External (psf) pressure ` gGCp j (sf) Internal Net pressure pressure, p ghGCpi (psf) (sf) Net pressure, p (psf) +(GC i) -(GC i) windward 8 18.1 13.84 +- 3.26 10.58 17.1 leeward 1 8 18.1 7.7 +-3.26 10.96 4.4 Minimum ultimate design wind load= 16 psf = 16/1.3 = 12.3 psf (nominal loads) Total design wind load = 10.58 psf + 10.96 psf = 21.5 psf Total design wind load = 17.1 psf + 4.4 psf = 21.5 psf Page 4 of 12 SEISMIC Per Sec. 1613 of CBC 2016 and ASCE 7-10 sec. 12.8 Seismic Importance Factor Ie = 1.0 (Risk Category II) (table 1.5-2) Mapped maximum spectral response acceleration at 0.2 seconds Ss = 1.5) values obtained from USGS Mapped maximum spectral response acceleration at 1.0 seconds S 1 = 0: G I F ground motion calculator Site Class: D Site Coefficient at short period, Fa = 1.0 Site Coefficient at 1 sec period, Fv = 1.5 Spectral response Acceleration at 0.2 sec period adjusted for Site Class, SMs= Fa (Ss) = 1.5 Spectral response Acceleration at 1.0 sec period adjusted for Site Class, SMi = Fv (S1) = 0.9 5 % damped design Spectral response Acceleration at 0.2 sec period adjusted for Site Class, Sus= 2/3 x SMs =1.00 5 % damped design Spectral response Acceleration at 1.0 sec period adjusted for Site Class, Sui = 2/3 x SMi = 0.6 Seismic Design Category = D Basic Seismic force resisting system : Bearing wall system, light -framed walls sheathed with wood structural panels rated for shear resistance Response modification factor, R = 6 '/2 Seismic response coefficient, Cs = Susickn>=1.0/6.5=0.154 Design base Shear, V = 0.154 W V� Page 5 of 12 51800 Avenida Navarro, La Quinta, CA 92253, USA Latitude, Loiigitl.lde: 33.6720€ 87, .-•!,IG.3042328999i:999 D ID CII AmiGp LI Calf Sinaloa Calle Sinal D Avenue 52 m '> n CD CD Fritz Burns CL 0- Park 0 a CD � �. rn 1 � N w Google N C `� Gato Dr OSH PD �s�rt1 a�ac� v m 0 n Date 7/17/2019, 4:31:19 PM Design Code Reference Document ASCE7-10 Risk Category II Site Class D - Stiff Soil Type Value Description Ss 1.5 MCER ground motion. (for 0.2 second period) S1 0.61 MCER ground motion. (for 1.0s period) SMs 1.5 Site -modified spectral acceleration value SMI 0.914 Site -modified spectral acceleration value SDs 1 Numeric seismic design value at 0.2 second SA Sol 0.61 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0,532 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0,532 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 2.042 Probabilistic risk -targeted ground motion. (0.2 second) SsLIH 1.923 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SO 1.5 Factored deterministic acceleration value. (0.2 second) S1 RT 0.761 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.742 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 0.61 Factored deterministic acceleration value. (1.0 second) PGAd 0.532 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 1,062 Mapped value of the risk coefficient at short periods Map data r0- 2019 1 1-2 n O.H. O 7 24" ; o.c. 51.1 77 p DN. I I =NEN RO�r= RI�6E SLR L - I-_ - --71 24" O.G. rn m 0 i 7 Page 7 of 12 -Ko or- F2," toj G sPA-0 = s 1 -0" . N,44,( = C23 +U) xz 94 USE 21c c. P-P I& @ 240, C- . 9-i D61 I3FfA-M R43-1 S PAW 8 RO C'-2-7 4 - 10� In E 4 >c G D F- L U59 4 x (.DF- L k Z (3 3 �-- SPAW _ g 10 ►, 23SPF I� R=a� sk -7+-Lo) / , c,) - z�z, USIF 4x 6 pF--L _ 270 PI'P P"=J ' , IL- Title Block Line 1 You can cWange this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Multiple Simple Beam DESCRIPTIO Project Title: Engineer: Project ID: Project Descr: i = D:IENGINEERING Software Page 8 of 12 PnnlecJ 1HJl1L2019,1047PM o cover -la Quinta-Juan Perez.ec6., INC. 1983-2019, Build:10.19,1.30 . Description: ROOF FRAMING Wood Beam Design: ROOF RAFTERS Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size 2x6, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species: Douglas Fir -Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Raplied Loads Unif Load: D = 0.0270, Lr = 0.020 Oft, Trib= 2.0 ft Point: D = 0,110, Lr = 0.080 k @ 6.50 ft Desi r7 5umma Max fb/Fb Ratio = 0.450. 1 fb : Actual : 620.01 psi at 5.000 ft in Span # 1 Fb: Allowable: 1,377.33 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0,253 : 1 tv : Actual : 56.94 psi at 5 000 ft in Span # 1 Fv : Allowable: 225.00 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S Left Support 0.09 0.07 Right Support 0,37 0.27 p(0.0540) Lr(0.040) 2x6 A. 2x8 5.0 ft 1.50 ft Max Deflei tions - W E H Transient Downward 0 011 in Total Downward 0.027 in Ratio 3226>360 Ratio 1346 >180 LC. Lr Only LC: +D+Lr+H Transient Upward -0.001 in Total Upward -0.002 in Ratio 9999 Ratio 9999 LC: Lr Only LC: +D+Lr+H�y Wood Beam Design : RIDGE BEAM RB-1 Calculations per NDS 2016, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : 4x6, Sawn, Fully Unbraced �T Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species : Douglas Fir -Larch Wood Grade. No.1 Fb - Tension 1000 psi Fc - Prll 1500 psi Fv 180 psi Ebend- xx Fb - Compr 1000 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx Applied Loads Unif Load: D = 0.0270, Lr = 0,020 k/ft, Trib= 5.0 ft Design Summa Max fb/Fb Ratio = 0,795. 1 fb : Actual : 1278 49 psi at 4.000 ft in Span # 1 Fb: Allowable: 1:608.36 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.289 : 1 to : Actual : 64.95 psi at 0,000 ft in Span # 1 Fv: Allowable: 225.00 psi 1700 ksi Density 31.21 pcf 620 ksi 0(0.1350) Lr(0.10) In 1111001mmemammn 4x6 A, 8.0 ft Load Comb: +D+Lr+H s IN Max Deftectlons E H Transient Downward 0.112 in Total Downward 0.264 In Max Reactions (k) D L Lr Left Support 0.54 0.40 Ratio 854 >360 Ratio 363 >180 Right Support 0.54 0.40 LC: Lr Only LC: +D+Lr+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC LC: Title Block Line 1 Project Title: You can Ange this area Engineer: Page 9 of 12 using the "Settings" menu item Project ID: and then using the "Printing & Project Descr: Title Block" selection. Title Block Line 6 Printed 18 Jt11. ?019, 10 4 PM a = D:VENGINE£RING FILESIanercalcversionBVandall-patio cover4a Quinta-Juan Perez.ec6 . MLiltiple Simple Beam Software copyrightENERCALC, INC. 1983-2019, Build:10.19.1.30 . DESCRIPTIO - Wood Beam Design: RB-2 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size' 4x6, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species: Douglas Fir -Larch Wood Grade: No 1 Fb - Tension 1000 psi Fc - Prll 1500 psi Fv 180 psi Ebend- xx 1700 ksi Density 31.21 pcf Fb - Compr 1000 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx 620 ksi A Ire_p>a g Loads Point: D = 0.60, Lr = 0.40 k (a, 4.50 ft Design Summa Max fb/Fb Ratio = 0.953. 1 fb : Actual : 1530,11 psi at 4.500 ft in Span # 1 Fb: Allowable 1:605.85 psi 4x6 Load Comb. +D+Lr+H Max fv/FvRatio = 0.173 : 1 9.o n - fv : Actual : 38.96 psi at 0.000 ft in Span # 1 Fv: Allowable: 225.00 psi Load Comb: +D+Lr+H Max Deflecf{ons Max Reactions (k) Q L Lr s VV E H Transient Downward 0 128 in Total Downward 0.320 in Left Support 0.30 020 Ratio 844>350 Ratio 337 >180 Right Support 0.30 020 LC: Lr Only LC: +D+Lr+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Wood Beam Design: RB=3 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : 4x6, Sawn, Fully Unbraceu f Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species : Douglas Fir -Larch Wood Grade: No 1 Fb - Tens n 1000 psi Fc - Prll 1500 psi Fv 180 psi Ebend- xx 1700 ksi Density 31.21 pcf Fb - Compr 1000 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx 620 ksl Applied Loads Unif Load: D = 0,0270, Lr = 0.020 k/ft, Trib= 6.0 ft pesran Summary Max fb/Fb Ratio = 0.954 • Dto �zaj Lr(o.12oj fb : Actual : 1534.19 psi at 4,000 ft in Span # 1 Fb : Allowable: 1:608.36 psi 4x6 Load Comb : +D+Lr+H s.o ft Max fv/FvRatio = 0.346 : 1 fv : Actual : 77.93 psi at 0 000 ft in Span # 1 Fv: Allowable: 225.00 psi Load Comb: +D+Lr+H aM x�eftecitoris Max Reactions (k) D L Lr a W E H Transient Downward 0.135 in Total Downward 0.317 in Left Support 0.65 048 Ratio 712 >360 Ratio 303 >180 Right Support 0.65 0.48 LC: Lr Only LC: +D+Lr+H Transient Upward 0,000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Title Block Line 1 You can cht%ge this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Multiple Simple Beam Project Title: Engineer: Project ID: Project Descr: = DAENGtNEERING F1LESlenerc Software Page 10 of 12 Prmic,d 18 JUL 2019. 10 47PM D cover -la 4tulri*Juen Perez.ece . INC. 1983.2019, Build:10.19.1.30 . DESCRIPTIO - Wood Beam Design: EXISTING HEADER W/ NEW PATIO LOADS Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 _ _ T� T BEAM Size: 4x8, Sawn, Fully Unbrac:ed Using Allowable Stress Desitvi with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species: Douglas Fir -Larch Fb - Tension 1000 psi Fc - Prll 1500 psi Fv Wood Grade: No.1 180 psi Ebend- xx 1700 ksi Density 31,21 pcf Fb - Compr 1000 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx 620 ksi AppliedLoad Unif Load: D = 0.0240, Lr = 0.020 k/ft, Trib=10.0 f1 Point: D = 0.60, Lr = 0.40 k (8 3.250 ft D_esian Summary Max fb/Fb Ratio = 0.962 - 1 Dto 240j Lrto.20j fb : Actual : 1,545 43 psi at 3.250 ft in Span # 1 Fb : Allowable : 1,606 13 psi Load Comb: +D+Lr+H 4X8 Max fv/FvRatio = 0.439 : 1 '® s.so ft fv : Actual : 98.87 psi at 0.000 ft in Span # 1 Fv : Allowable: 225.00 psi Load Comb: +D+Lr+H _ - 3VIaxi7eflecffons ---- Max Reactions (k) g L 1 s w H Transient Downward 0 064 in Total Downward 0 147 in Left Support 1.08 085 Ratio 1223 >360 Ratio 532 >180 Right Support 1.08 085 LC: Lr Only LC: +D+Lr+H Transient Upward 0 000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: 11 Page 11 of 12 �uNgA:nnrJ 'DVN6tJ MMA UO" Pos-M I 11 M Page 12 of 12 LhTEML- A,ft4,k(-Ysis 1/=o•i54W. PJ=no Agm11ori - i F wT =. 2 7 P x q► S x t -t- l 3 X¢ 1 = �- • 2 6ftu 5k tom_ �' I5 - •Z 50 o . l� lnI = 21•5 PSF.X 2X l l o 47 e,A 1 STl N 6 ReS) -t>vp/CE PVVF- •--4- � 22 PSFYc C-31 x 20I + 3�� �i � = 25G V,A,ct VT ! 5 PS F x 01 x rZm ix 3 t `3`� x 2 -i' 2 S, GA85- 3H1aV . _ 0.15t as•�`+ 9eKJ =s/�4 - ` •® wvW ?A -no f.,V,1 P1n10 9H61P . oF- Aesi pef1GE SH b u LD e E P+-flE79U A-l'E- -�D fL AA CE fop i-none u-y� CA -PA a T`l- OF Epg +,I- f a S-r 19A-sEFS S a SH L-Y►lz- _. O•IL P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (7 60) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at - � We are providing you with an wrier -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. I _I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. �2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myseff from potential financial risk by hiring a licensed Contractor and ha►+ing the permit filed in his or her name instead of my own. T�4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. 5. 1 understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 6. l understand if I am considered an "employer" under state and federal law, I must register with the state and federal g vemment, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. �2. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1- 800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. 10. 1 am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: 1. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of property owner-_� Date: _�e-7 ` Note; The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: