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BPOL2016-0154r 78-495 CALLE TAMPICO .4i VOICE (760) 777-7125 FAX (760) 777-7011 ,616, QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760)•777-7153 BUILDING PERMIT Date: 10/18/2016 Application Number: BPOL2016-0154 Owner: Property Address: 81315 THUNDER GULCH WY NICULAE APN: 767790064 81315 THUNDER GULCH Application Description: NICULAE / POOL SPA FIRE PIT BBQ AND EQUPMENT WALL LA QUINTA, CA 92253 Property Zoning: Application Valuation: $50,000.00 Applicant: Contractor:TESERRA TESERRAP F�5 O BOX 1280 P O BOX 1280 COACHELLA, CA 92236 COACHELLA, CA 92236rn (760)389-9222 Llc. No.: 656128 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: C-8. C10, C29, C53, C27, D12 License No.: 656128 ea�Contractor• � � � OWNER -BUILDER DECLA ION I hereby affirm under penalty of perjury that I am a empt 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 wage:; 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.). (_) 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.). (_) 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 Na Lender's 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 �fi w k for which this permit is issued. I have and will maintain workers' compensation insurance, as required by ection 700 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: STARSTONE NATIONAL INSURANCE COMPANY Policy Number: T10160317 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:/ e Applicant ,- WARNING: FAILURE TO SECURE WORKERS' COMPENS XON IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL P ALTIES 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 roperty for inspection purposes. _ Date, Signature (Applicant or Agent): / Date: 10/18/2016 . Application Number: BPOL2016-0154 Owner: liropeity Address: 81315 THUNDER GULCH WY NICULAE APN: 767790064 81315 THUNDER GULCH Application Description: NICULAE / POOL SPA FIRE PI7 BBQ AND EQUPMENT WALL LA QUINTA, CA 92253 Property Zoning: Application Valuation: $50,000.00 Applicant: Contractor: TESERRA TESERRA P 0 BOX 1280 P 0 BOX 1280 COACHELLA, CA 92236 COACHELLA, CA 92236 (760)389-9222 Llc. No.: 656128 Detail: POOL, SPA, FIRE PIT, AND BBQ AND 60LF OF EQUIPMENT WALL (CITY SPECIFICATIONS). EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. f FINANCIAL INFORMATION DESCRIPTION' s ACCOUNT QTY AMOUNT j WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $50.67 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $63.33 Total Paid for BLOCK WALL: $114.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 I Total Paid for BUILDING STAN DARDS. ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $25.33 DESCRIPTION y ACCOUNT QTY AMOUNT DEVICES, FIRST 20 PC 101-0000-426000 $25.33 Total Paid for ELECTRICAL: $50.66 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $25.33 Total Paid for PLUMBING FEES: $38.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA . 101-0000-42404 0 $190.00 DESCRIPTION ACCOUNTQTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $103.36 e Total Paid for POOL / SPA: $293.36 Bin #f----- 1 Qty of La Quinta Building 8t• Safety Division p f P.O. Box 1504, 78-495 Calfe Tampico ' La Quinta, CA 92253 - (760) 777-7012 Lf t it --Building Permit Applicati®n and Trackim .sheet Project Address: DO NOT. WRITE BELOW THIS LINE Owner's Name: `G A. P. Number: Recd Address: 3 ` PERMIT FEES Legal Description: Contractor,cy Plan Sets City, ST, Zip: a� Telephone::..::>r{i>.>;•.,�;,;•;::�;f: '•. s.:<<'4 F: •fkl _ V -e. Amount Project Description: Structural Calcs. City, ST, Zip: ele P hone: Telephone- v !:.iii%:••,:i1 n•IX%i':!• Y•�:/,.a:,,y,;:;.•,,�r,.:: Reviewed, ready for corrections State State Lie. # 1 city Lie. #; . Arch., Engr., Designer: Called Contact Person Address: Title 24 Cales. City., ST, Zip: Construction Type: Yp Occupancy. Telephone: State Lie. #: :f;%r;'.:.,:...<{::.,.>: ;{:•.{ ;v>::;r '.:s� r �).= . •:.;•:s :!;.:,>);>•{,,{ f{•>•{� . J.: ftAi f;: ijY,i:{..'{ice !.:/jj. n'3.}'i.G •il,.J 't>zir>4�';�3>'„�:'�x:�{f{•,`•z, •.v,'.s �: rssy:y>;t;:;<:N};;;.r< .; Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Pt)leL— Sq, pt.: #Stories: #nUnits: Telephone #,of Contact Person: _ �—� Estimated Value of Proj �D D ©'D �' f/ _ APPLICANT: DO NOT. WRITE BELOW THIS LINE NSubmittal ® Req'd Recd I tRACKiNG PERMIT FEES Plan Sets f Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss-Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction ]Flood plain plan Plans resubmitted Mechanical Grading plan 2od Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '”' Review, ready for correctionsrissue Developer Impact Fee Planning Approval Called Contact Person A,I,P,P. Pub. Wks. Appr )Date ofpermit issue School Fees Total Permit Fees CITY OF LA QUINTA COMMUNITY DEVELOPMENT ....... .. . .. ... ... ..... ....... .. . ..... ... . .. .. ..... . ........ . ... .... ............ F-QoTlNQ,QPTl0 #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) n�;2­;� .. ......... A 61' OR 8" BLOCK H" HEIGHT FROM TOP #4 HORIZONTAL AT 321, MAX. O.0 HEIGHT FROM TOP OF FOOTING (USE BOND BEAM BLOCK) OF FOOTING SEE TABLE "A" SEE TABLE "B" FOR REBAR SIZE FOR REBAR SIZE AND SPACING AND SPACING (t.00AIC'..RF.UARINCEW'E-AC)Fct-.Iti.I 0.0C&CRUSAR IN CrINFFlt OPC FINISH GRADE 'r44' (1) - #4 REBAR ...... . . . . . . . '­..-----7--C-ONTlNUOUS 12" (2) `#4 REBAR.. 12" CONTINUOUS . . . . . . . . .:I J REVERSlf DIRECTION OF HOOIR.ON EVERY (FOOTI R NG WIDTH) OTHER REBA SEE TABLE "A" ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 51 To DAYLIGHT AS SHOWN BELOW. a. Boriom OF 5' MIN FOOTING'= (FOOTING WIDTHI SEE TABLE "B" .. ........ '12 "IBM U 1) THIS DESIGN DOES NOTALLOW GRADE DIFFERENTIALS OF . ............ VERTICAL -BE NFOR -CF -MENr' REINFORCE.H !�14NT WHEN A PERMIT IS REQUIRED. THE FOLLOWING ____4'_:._;.22"__.:..#4 20" -#4'@46" O.C. 5' . 23' . 3'48" -O.0 REGULATIONS BEFORE BEGINNING CONSTRUCTION. ;...29"_—#4 @ 24" 6*C...! ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 51 To DAYLIGHT AS SHOWN BELOW. a. Boriom OF 5' MIN FOOTING'= (FOOTING WIDTHI SEE TABLE "B" .. ........ NOTES: '12 "IBM 1) THIS DESIGN DOES NOTALLOW GRADE DIFFERENTIALS OF VERIFY IF;ABUI) DING PERMIT IS REQUfRED. REINFORCE.H !�14NT WHEN A PERMIT IS REQUIRED. THE FOLLOWING ____4'_:._;.22"__.:..#4 Cc 3 -48" O.C. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING 6'' ' 34". NOTES: 1) THIS DESIGN DOES NOTALLOW GRADE DIFFERENTIALS OF VERIFY IF;ABUI) DING PERMIT IS REQUfRED. MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS is WHEN A PERMIT IS REQUIRED. THE FOLLOWING N_QT—. A RETAINING WALL. INSPECTIONS ARE REQUIRED: 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING 1).F,0-0—Tj_rqQ: EXCAVATION TRENCH CLEAN WITH REGULATIONS BEFORE BEGINNING CONSTRUCTION. STEEL IN PLACE AND SUPPORTED 3" AE30 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE AWA THE S RROUNDLING LELT.- OBSTRUCTW. 2) REB Bq- ? tA 44AP 4) GROUT ON ,(THE CELLS CONTAINING REBAR. THIS C VER CA E A I E T FNGaWLDIN IS NO DESIGNED FOR ALL CELLS TO BE GROUTED. T PLA I 3)-- AJ�TE 5) ALL REBAR TO BE ASTM SPEC. A61 ti. GRADE 40 MINIMUM. C ANY mppTC HIM. 6) ALL REBAR LAP SPLICES TO BE .24" MINIMUM. DEC RATIVE FOR CONSTRUCTION 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. yTTC0.pE,UNIFOPROGRAM U KWW PAGE 2 FOR ADDITIONAL INFORMATION* DISCLAIMER'. .. . .... ALTERNATE DESIGNS MAY BE POSSIBLE PROVIDED WITH AN ENGINEERED WHEN FREESTANDING BLOCK WALL ANALYSIS. USE OF THIS STANDARD -DESIGN IS AT THE USER'S RISK AND CARRIES NO .95 (AI ,I,E4I!A'M'ItpI'q(Y' IMPLIED OR INFERRED GUARANTEE AGAINST PIJONE (760) 777-7.1.25 FAILURE OR DEFECTS. '-'rAX(760)777-7 io/9i2&14TOMMUNrm6LVEr rAcE, 1 ov 2 .. . ......... RE R.PLACEt ENT JL -Lu TMTl(2N (TYPICAL) 14­—� T. ALL REBAR SPLICES 2411 MIN. OVERLAP CEJ N :`...........N F,4 LT PESIGN-P ERS: ACTIVE SOIL PRESSURE (PSD' =-30 PAS * SIVE SOIL BEARING:(PSF). -150-, COEFFICIENT OF FRICTION N = 0.25, COURSES WITH REBAR TO BE ALLOWABLE SOIL BEARING (PSF) =1500, WIND = 80 MPH. EXPOSURE C GROUTED SEISMIC: NA= 1.3. Nv= 1.6. Z=0.4, SOIL PROFILE=So N :`...........N F,4 LT (TYPICAL) Ll ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (00- GROUT ENTIRE WALL rqQT USE GROUT STOP MESH AS APPROPRIATE) t NN ( PICA Ty L) ALL REBAR SHALL HAVE A • MINIMUM OF 311 CONCRETE _5 COVER AT FOOTINGS WESTER_RIVERSIDE . ... .. . ... .. COUNTY av fir. K, FREESTANDING BLOCK WALL PHONE (760) 777-7125 _01 FAN commum - w .. i) ..