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BRES2017-004278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Twr°f4vQ9&rw DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2017-0042 Property Address: 81355 GOLF VIEW DR APN: 762410035 Application Description: PGA LEGENDS / HEINRICHS / 122 S.F BATHROOM ADDITION Property Zoning: Application Valuation: $30,000.00 Applicant: CADD. WORKS INC 31475 CALLE HELENE JUN 13 2017 THOUSAND PALMS, CA 92276 CITY OF LA QUINTA DESIGN AND 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: C33, B License No.: 912777 / �n Date: — Cont:`glQAC S I -r 1,/ U� V {, 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 y 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.). ( 11, 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 Lender's Address VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/13/2017 Owner: KEITH AND SHELLEY HEINRICHS 81355 GOLF VIEW DR LA QUINTA, CA 92253 Contractor: HIGUERA CONSTRUCTION 82267 BLISS AVENUE INDIO, CA 92201 (760)469-6074 Llc. No.: 912777 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 polity number are: Carrier XEMPT Policy Number: f certify that in the performance of the work for which this permit is issued, I shallnot 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: 116- I � I Applicant; 1 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: 6/13/2017 Owner: KEITH AND SHELLEY HEINRICHS 81355 GOLF VIEW DR LA QUINTA, CA 92253 Applicant:. Contractor: Application Number: BRES2017-0042 Property Address: 81355 GOLF VIEW DR APN: 762410035 Application Description: PGA LEGENDS / HEINRICHS / 122 S.F BATHROOM ADDITION Property Zoning: Llc. No': 912777 Application Valuation: $30,000.00 Date: 6/13/2017 Owner: KEITH AND SHELLEY HEINRICHS 81355 GOLF VIEW DR LA QUINTA, CA 92253 Applicant:. Contractor: CADD WORKS INC HIGUERA CONSTRUCTION 31475 CALLE HELENE 82267 BLISS AVENUE THOUSAND PALMS, CA 92276 INDIO, CA 92201 (760)469-6074 Llc. No': 912777 Detail: HEINRICHS / 122 S.F BATHROOM ADDITION PER ENGINEERED PLANS PER 2016 CALIFORNIA BUILDING CODES V FINANCIAL INFORMATION DESCRIPTION. ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF 101-0000-42400. 0 $65.36 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $18.24 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF 101-0000-42400 0 $127.68 DESCRIPTION ACCOUNT QTY' AMOUNT ADDITION, FIRST 100 SF PC 101-0000-42600 0 $179.36 Total Paid for ADDITION: $390.64 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES ADMINISTRATIVE STAFF 101-0000-42600 0.25 $10.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES ADMINISTRATIVE STAFF 101-0000-42600 0.25 $10.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER 101-0000-42600 1 $95.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER 101-0000-42600 2 $190.00 . DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER 101-0000-42600 1 $95.00 Total Paid for BLDG CITY STAFF - PER HOUR: $400.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS 561473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20• 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $25.33 Total Paid for ELECTRICAL: $50.66 DESCRIPTION ACCOUNT QTY AMOUNT OTHER MECHANICAL EQUIPMENT 101-0000-42402 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT OTHER MECHANICAL EQUIPMENT PC 101-0000-42600 0 $38.00 Total Paid for MECHANICAL: $76.00 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $50.68 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $50.68 . DESCRIPTION ACCOUNT QTY AMOUNT. WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM 1NST/ALT/REP PC 101-0000-42600 0 $12.67 Total Paid for PLUMBING FEES: .$126.70 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $3.90 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $3.90 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 4e — (&o. 7� Bin # City6f La Quh7ta r Safety Division Buifdin,a & Permit 711 78-495 Caffe Tampico Quinta, CA 9225-3 - (760) 777-701,2 B-uilding',aerrnit , Applicati - on. . and Tracking Sheet Project Address: Owner's A. P. N umber: Address: 13 55 (!�c l V I Legal Description: City, ST, Zip: Contractor: �4 Telephon": Address: (x c) " Project Description: 3 JJ City, ST, Zip: J4 14- Telephone: D ... .... ...... . . . . . . . . . . . . . . . . . . . . State Lic. #Li Lty 77 7 Ci c. fl.- Arch.,'Engr., Designer: Address: C9 G' C City, ST, Zip: C. Telephone*: tro Construction Type: Occupancy: State Lic. A': Project type (circle one); New dd'n Alter Repair. Demo. Name of Contact Person: I cc'-V'� o (2�) CL - Sq. Ft.: # Stories: #Units: Telephone 4 of Contact Person: MZ> Estimated Value of Project: '�;O' 60c) -.-Z-77--6183APPLICANT: DO NOT. WRITE BELOW THIS LINE H Submittal Req.1d Rcc1d TRACKING PERMIT. FEES Plan Sets Plan Check submitted Item Amount Structural CaIcs. Reviewed, ready y for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2-4 Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grin( Deed Plans picked up S.M.1. I-I.O.A. Approval Plans resubmitted Grading IN If OUSE: -X 'rdReYiciv, ready for corrections/issue Developer Impact FCC Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue SC11061 Fees, Total Permit Fees ';Coachella Valley. Unified School District This Box For District Use Only ..83-733 Avenue 55, Thermal. CA 92274 DEVELOPER FEES PAID' (760) 398.5909 —Fax (760) 398-1224 _- RECEIVE'D AREA: AMOUNT' LEVEL ONE AMOUNT: _ - 'LEVEL TWO AMOUNT: .MITIGATION AMOUNT: COMWIND. AMOUNT: .DATE:' .. , : RECEIPT: • - CHECK #: � - - - ' •. INITIALS UN 1 3..2UII ; CITY Or LA QUINTA CERTIFICATE OF COMPLIANCE COMMUNITY DEV-ELOPMENT (California Education Code 17620) ..Project Nanie: Xeith & Shelley Heinrich...... Date:' June 13, 2017 .. .• ... .. Owner's Name:. Keith & Shelley Heinrichs Phone No. Project Address: 81-355 Golf View, LaQuinta - . Project Description: :Bathroom Addition' APN:. ..762410035: ..:..: Tract #::.' a..:.:' Lot #'s:. ..:.:: .. Type of Development: Residential `:,!XX! :. Commercial r .. Industrial Total: Square Feet of Building, Area:..,122 sq.: ft: Certification of Applicant/Owners:.The person signing certifies that the above information'is correct and makes this statement under penalty of perjury and further represents that he/she is.authorized to sign on behalf of the owner/developer: ::. Dated: June 13; 2017 Signature: SCHOOL DISTRICT'S' REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING:. (CIRCLE ONE) Education Code: Gov. Code;; Project :; :;:` Agreement Existing Not Subject to Fee 17620 •. .. .65M �'� •.� Approval • :..:. Prior to 1/1/81Re uirement .. 9 Number of Sq.Ft. :. 1000 Pursuant to AB. 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile Amount per:Sq.Ft. $0.00 .... homes being,relocated within•the.same school district's :.. Amount Collected $0.00 jurisdiction are exempt from developer fees. Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director: of:Facilities and Maintenance . .. ... .. .. :. ` Certificate issued by Laurie Howard, Secretary Signature::.. CIA NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the . project appellant, at the time:of payment of school. fees, mitigation payment or other exactions ("Fees" ),:of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period: in regard to such Fees or: the validity thereof, commences with the payment of:the fees or performance of any other requirements' as described in section 66020 of the Government code: Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in.part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date Compliance Extension will be granted only for good cause, as determined by: the School District, and up to three (3) such extensions may be granted.: - N1V:c/inydocsldevfees/ceniiiclde of conyplianci e form updared 3-2007 11/2010 Plan Submittal Job Site Owners N Number, Street, or PO City, State, Postal C Owners Phone Nun Owners E -Mail Add Project Managers Project Managers Phone N Project Managers E-mail A Builder / Contn Number, Street or PO Crit', State, Postal C Project Square Building Permit Number. Project Description: Bathroom Addition Exempt 10 (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan 4/7/2017 81355 Golf View Dr Keith Heindchs 81355 Goff View Dr La Quanta, CA. 92253 Ricardo Aguilar 780-272-5183 caddworks0hotmall.cor n Caddworks Inc 31475 Calle Helene Thousand Palms, CA. 92275 122 square feet Clty Approval By Renedo Gouldlock-DEC/Buntec Waste Date of City Approval To Be Discarded: Product Product Tons Trash 0.50 Asphalt 0.00 Brick/Block 0.00 Cardboard 0.00 Commingled 0.00 Concrete 0.45 Drywall 0.06 Donated / Reuse* 0.00 *Describe Items Totals: Recycle Trash 0.91 1 0.5 recyclable Product yclable Masonry (broken) yclable Plaster yclable Scrap Metal yclable Tile (floor) yclable Tile (roof) yclable Wood yclable Landscape Debris Tons Projected Diversion: 65.03% I understand it is the property owners responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shell guarantee that at least 65% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is Issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the OMP is still Issued In the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept Informed of the diversion progress through bl-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer Owner / Developer / Project Manager / Superintendent Date sign-a;Ms .Summary Report�t* h a4, Off -- User -Specified Input',''(\/'��/y �A\� i Report Title 8135.5 Golf View DriVe; L'a Qumta ' � `JiL�1NG' &orll SAF T EN DEPT } •: Y � ; s ° Fn June 2, 2012 "il 21.08 UTC �',;,,� � , sir ."APPR OVED r Bwlding Code Reference Document 2012j'2015 International Buuding'_Co e FOR: CONSTRUCTION (which utilizes'USGS hazard data available i 2008) s �ry Slte'Coordinates '33.63997°N,-116'24429°W+'f '' \ RATE l,Z A \1 x, `rS1 -? � ly4 ' + Site•�Soil Classification :SIte�Class D Stiff Soll w, ,{ Risk Category ^'I 1lfiII U x mu`r ` ,�<�(?'alirl�I�iiESeft% � (lE� �'�� �' •rt �,.�� � ,.y ��.:r� � r: 1x,x,. gr ',� 1, e '`£;�. f�•"�'C�.`�t - L"z" rk }, �"--` y + � -� � , � � r �,iaathelia� a\ MIN 4. : xs y":. yy�a�ta�- rr 3i. "* °� rsn4 a f 1 � �x~�� LaE§U�t�r.i £ j� 7,,,..,a� ''fr� a: f'� t �v� '•,� , t - � ��� � � � ����,�ti •gid+ '^� a'� � � r`.�. x..o,aara.. � `� �3 ' +1 . l� " � � .. � � � 4' k' �zT;';'F'*�•2»i,4Y%L��',X }IKa�a....d�Y i , .. �USGS—Provided'Output �, :�.,,, e TM a , SS'J.500..g SMS 1:500 9;M # n, : Sps; +1'000 g Sbt ` . , r ` .51 0 644 ",9 SM F`0':966,g-%,- ,ti, r Sol,.i 0 644#9 For information on how, the SS and ,51 values;ebov have been calculat d from probabilistic (nsk-targeted)�and' + ` deterministic ground„motions in the direction of maxtmurr fior¢onEal response, jpleasetreturn':to the application and i document select the 2009 NEHRP building code reference K �� , r x .I, s fiACR iiBso��cD+zsat Rcspoatsr 5Vac�tum rlk \tom 3F�:` r i to4.. e.} i.'• 'r 1.23 e; �� ti ” trA .Tr1 w' a9% rr' ltia 3z c i 1':`S',F«�+e' � de Q.�`: `" ' �F ♦ # � TM r , �,.� iter w Fc>r fi ani am ew a m aua axc a ` t m 't a t w w t,zr� ao ana a f, µ tso , t[rytl aae 't cro, i:v7 t. ° ° i Ao t ff0 Vn , F fitYtj.,T(9a€)- d G.� n4 F, t �:✓z i Syr..'G m 't-}' ;i3 F'aii l�. r (see) V Although this information"is a product of_the U S. Geological Survey,•we prroovtde no warranty; expressed or implied, as to the, accuracy of the data contained thereinThis tool is nota substrtute,for technical subject matter kndwledge I j`; f,{ t3 Xg a •� x y� � �o', �k USG • _ 1 _ ' Design Maps Detailed Report 2012/2015 International Building Code (33.639970N,,J16.244290W) Site Class D - "Stiff Soil", Risk Category I/II/III ; Section 1613.3.1 , Mapped acceleration parameters f Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted -from corresponding` geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss) and 1.3 (to obtain Sl). Maps in the 2012/2015 International Building Code are provided for Site Class B. Adjustments for other Site Classes are made, as needed,"in Section 1613.3.3. From Figure 1613.3.1(1) h� ss = 1.500 g From Figure 1613.3.1(2) [2I' S1 = 0.644 g Section 1613.3:2 — Site class definitions 4 The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil'properties in accordance with Section 1613. 2010 ASCE-7 Standard - Table 20.3-1 _ SITE CLASS DEFINITIONS Site Class vs, N or. NN, s„ A. Hard Rock >5,000 ft/sN/A N/A B. Rock 2,500 to 5,000 ft/s - N/A y N/A C. Very dense soil and soft rock 1,200 to 2,500-ft/s: >50 >2,000 psf D. Stiff Soil 600 to.1,200 ft/s 15 to 50 1,000 to 2,000 psf E. 'Soft clay soil <600 ft/s; <15 <1,000 psf Any profile with more than `10 ft of soil having the characteristics: r. Plasticity index PI > 20,- - . Moisture content w.> 40%, and ,Undrained shear strength s„ < 500 psf F. Soils requiring site response �' _ "See Section 20.3.1 analysis in accordance with Section 21.1 For SI: lft/s 0.3048 m/s 1lb/ft2 = 0.0479`kN/m2 Section 1613.3.3 - Site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters,, TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa Site Class Mapped "Spectral "Response Acceleration at Short Period SS,<_ 0.25 SS = 0.50 SS = 0:75. Ss = 1.00 .' Ss >_ 1.25 A A.8 0.8 . 0.8 '0'.8 0.8 B 1.0, 1.0; Lo 1.0 1,0 C 1.2., 1.2, 11` 1:0 .. 1.0 D 1.6 1.4_, 1.2 1.1 1 0 E 2.5 "' 1.7. 1.2 0.9 0.9 F See Section 11.4.7. of _ASCE.? . Note: Use:`straight-line interpolation for intermediate values of SS - For Site Class = D and SS � i.500 g, Fa = 1.000. TABLE -1613.3.3(2) ., VALUES OF SITE COEFFICIENT F Site Class ;" Mapped Spectral Response Acceleration, at 1-s Period " Sl <_ '0.10 - Sl = 0.20 Sl = 0.30Sl = 0.40 S, 2: 0.50 A 0.8 0.8 0.8. 0.8 B 1.0 1:0 . 1:0 1.0 .1.0 C' . 1.71. . 1.6 -1:5 1.4 1,.3 D .' 2.4 2.0_ 1.8 1.6. 1 S E. 3.5 -,3'.2 2.8 ' 2:4 2.4 F See Section 11.4.7 of ASCE "7 .. Note: Use straight-line interpolation for intermediate values of Sl For Site Class = D and S, _ 0.644 g, F„ _ 1.500 SEI .TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1 -SECOND PERIOD RESPONSE ACCELERATION