The URL can be used to link to this page

BRES2017-0258M 78-495 CALLE TAMPICO Ct 0 D �N.NNCl/ LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT' Permit Type/Subtype: BUILDING RESIDENTIAL/DWELLING -SINGLE FAMILY DETACHED Application Number: BRES2017-0258 Property Address: 53305-TROON TR APN: 770360008 Application Description: CAPETZ / 5,979SF DWELLING/VB/RES-3/CLASS A-FR/13D Property Zoning: Application Valuation: $537,567.30 Applicant: SUN VISTA DEVELOPMENT CORPORATION PO BOX 1144 LA QUINTA, CA 92247' 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: B pLicense No.: 744091 •.Dat -2 e: T o _Contractors,: 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.). (_) 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 Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 ® !� — atV 3/ / Owner: .ROBERT ETZ MAR 0 7 2018 P O BOX 4 LA QUINTA, CA 0 E1 ADESIGN AND EPMENT DEPARTMENT Contractor: SUN VISTA DEVELOPMENT CORPORATION PO BOX 1144 LA QUINTA, CA 92247 (760)771=4722 Llc. No.: 744091 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation; as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number. 9037385 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 wi!p those. provisions. h Dates' . / � ��.� Applicaht: 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: �%i7,_-_Signature-(Applicant or Agent): Date: 3/7/2018 Application Number: BRES2017-0258 Owner: Property Address: 53305 TROON TR ROBERT CAPETZ APN: 770360008 P 0 BOX 1144 Application Description: CAPETZ / 5,979SF DWELLING/VB/RES-3/CLASS A-FR/13D LA QUINTA, CA Property Zoning: Application Valuation: $537,567.30 Applicant: Contractor: SUN VISTA DEVELOPMENT CORPORATION SUN VISTA DEVELOPMENT CORPORATION PO BOX1144 PO BOX 1144 LA QUINTA, CA 92247 LA QUINTA, CA 92247 i (760)771-4722 Llc. No.: 744091 Detail: 5,979SF SINGLE FAMILY DWELLING [VB/RES-3/CLASS A-FR/13D) THIS PERMIT DOES NOT INCLUDE POOL, SPA, WATER FEATURES, BBQ, BLOCK WALLS OR DRIVEWAY APPROACH. 2016 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $843.92 Total Paid for ART IN PUBLIC PLACES - AIPP: $843.92 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $22.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $22.00 DESCRIPTION ACCOUNT .QTY AMOUNT DIF - CIVIC CENTER 252-0000-43200 0 $942.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 DESCRIPTION ACCOUNT QTY AMOUNT. DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - LIBRARIES 253-0000-43200 0 $344.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 DESCRIPTION ACCOUNT -QTY AMOUNT DIF - PARKS/REC 251-0000-43200 0 $2,048.00 DESCRIPTION ACCOUNT ;QTY AMOUNT DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 DESCRIPTION ACCOUNT QTY AMOUNT DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT TEMP POWER SERVICE PC 101-0000-42600 0 $17.73 Total Paid for ELECTRICAL: $43.06 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $92.82 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $38.22 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $156.04 DESCRIPTION ACCOUNT QTY AMOUNT J RESIDENTIAL, FIRST 1,000SF; PC 101-0000-42600 0 $51.49 Total Paid for ELECTRICAL - NEW CONSTRU:TION: $338.57 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF 101-0000-42408 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT. RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF PC 101-0000-42600 0 $190:00 Total Paid for GRADING: $228.00 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT. CONDENSER/COMPRESSOR PC' 101-0000-42600 0 $126.65 DESCRIPTION ACCOUNT QTY AMOUNT EXHAUST HOOD 101-0000-42402 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT EXHAUST HOOD PC 101-0000-42600 0 $5.07 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE 101-0000-42402 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE PC 101-0000-42600 0 $126.65 . DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101-0000-42402 0 $88.69 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $35.49 Total Paid for MECHANICAL: $775.22 DESCRIPTION ACCOUNT QTY AMOUNT MULTI SPECIES RESIDENTIAL 0-8 UNITS - 2017 UPDATE 101-0000-20310 0 $1,245.00 Total Paid for MULTI -SPECIES RESIDENTIAL: $1,245.00 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PERMIT 101-0000-42400 0 $808.94 Total Paid for NEW CONSTRUCTION PERMIT: $808.94 DESCRIPTION ACCOUNT QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,500.00 DESCRIPTION ACCOUNT ' ' QTY AMOUNT NEW CONSTRUCTION PLAN CHECK 101-0000-42600 10 $248.30 Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,748.30 DESCRIPTION ACCOUNT QTY AMOUNT BACKFLOW DEVICE 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY' AMOUNT BACKFLOW DEVICE PC 101-0000-42600 0 $5.07 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER 101-0000-42401 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER PC 101-0000-42600 0 $17.73 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $367.43 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 .0 $367.43 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $39.01 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $26.01 DESCRIPTION. ACCOUNT QTY AMOUNT ROOF DRAIN 101-0000-42401 ' 0 $25.34 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600' 0 $25.34 DESCRIPTION ACCOUNT •QTY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT WATER HEATER/VENT PC 101-0000-42600 0 $7.60 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.67 Total Paid for PLUMBING ffES: $956.97 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 .$69.88 Total Paid for STRONG'MOTION INSTRUMENTATION SMI: $69.88 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 DESCRIPTION ACCOUNT QTY AMOUNT SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 Total. Paid for TUMF - RESIDEUTIAL: $1,837.44 TOTALS: Summit Structural Engineering: ISO Box 2618 902 Baycolt Way McCall, ID 83638 (208) 034-8148 Fax (208) 634-6395. February 22, 2018 City of La Quinta Building an&Safety Department 78495 Calle Tampico La"Quinta, CA 92253 _ RECEIVED Attn: Greg Butler/Joe Venuti (Young Engineering) FEB 2 3 2018 Subject- Plan6 Check Response Letter . Plan Check No. BRES 2017-0258. (2"tl check) CITY OF LA-QUINTA 53-305 Troon Court (Tradition lot 80) COMMUNITY DEVELOPMENT La Quinta, CA 92253 RESPONSE TO STRUCTURAL PLAN CHECK CORRECTIONS 1 - 1 Please see the revised plans. Missed hold downs and posts .added to grid -line 6.2 (old line 6) on both the S1 and S2-sheets: If you have any questions, please give me a call. Yours truly, SUMMIT -STRUCTURAL ENGINEERING Benjamin Herbst; P.E. BH g;1My Documents.\2017yobfles\SV-581\581_pcc2.1Joc CITY OF LP► QUINTA BUILDING & SAFETY-DEPT APPROVED FOR CONSTRUCTION DATE . I I BY 24D I a 2 S8 #16C4� Residential, Commercial, Industrial, Land Development T_4r444 ry SECTION D - MECHANICAL 1) No Corrections Remain. SECTION E - ELECTRICAL 1) Telephone jacks are required in all habitable rooms except a Dining area which is immediately adjacent to a Kitchen or Living Room. (LQMC §8.03.050) Show all telephone jack locations on Plan. Unable to locate requested installation at Kitchen. SECTION F -PLUMBING 1) No Corrections Remain. SECTION G - ENERGY EFFICIENCY 1) All luminaires shall be high efficacy in accordance with Table 150.0-A. Specify in lighting schedule for each luminaire, the luminaire and lamp types, wattage and whether light source requires certification with Reference Joint Appendix JAB, such as required for all screw -base luminaires and recessed dawn lighting. (CEC §150.0(k)1 A) Specify Table 150.0-A and JAB compliance on plans. 2) All down light Luminaires recessed in ceilings (not just those in insulated ceilings) roust meet the following requirements: (CEC §150.0(k)l C) Information not found on revised plan. a) Shall contain light sources that are certified JAB compliant that are not of the screw -based type; and b) Those that are enclosed, such as those often used in showers, must utilize a JA8-E compliant lamp rated for use at elevated temperatures; and c) Be listed for zero -clearance insulation contact (IC Rated) by a nationally recognized testing lab that are certified airtight per ASTM E283-04 (air leakage less than 2.0 CFM at 75 Pascals); and d) Have a gasket or caulked sealing between the luminaire housing and ceiling; and e) Allow readily accessible ballasts for maintenance or replacement without needing to cut holes in the ceilings. 3) Identify on roof plan a solar zone of no less than 250 Square feet in total area that is free of obstructions, including but not limited to, vents, chimneys., architectural features and roof mounted equipment, and that is oriented between 110 degrees to 270 degrees of true north when mounted on steep -sloped roofs. (California Energy Code §110.10) No response provided. SECTION H - CALGREEN 1) No Corrections Remain. SECTION t - STRUCTURAL 1) Quantity (4) - 4x6 posts required with HTT5 holddowns required at grid line 6, bedroom 3 front wall. SECTION K - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, u-tdicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide a copy of the Grant Deed (or other legal document) for this property, verifying the legal description and Assessor's Parcel Number, 3) Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office, While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. Residential Plan Check Correction List Page 3 of 4 Sladden Engineering 45090 Galf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 67B2 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E_ Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 August 30, 2017 Project No. 544-17267 17-08-364 Sun Vista Development Corporation P. O. Box 1144 La Quinta, California 92247 Subject: Geotechnical Update Project: Proposed Custom Residence Tradition Golf Club - Lot 80 53-305 Troon Trail La Quinta, California Ref: Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated July 30, 1997; Project No. 522-6138G1 Geotechnical Update prepared by Sladden Engineering dated December 12, 1996; Project No. 444-6130 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 53-305 Troon Trail (identified as Lot 80) within The Tradition Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of the Tradition Golf Club project site. The rough grading included over excavation and/or recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced grading report along with the compaction test results. The referenced reports include recommendations pertaining to the design and construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. r August 30, 2017 -2- Project No. 544-17267 17-08-364 Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing an allowable bearing pressure of 1500psf. Allowable increase of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 2500 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic Ioading. Increases in allowable bearing pressures may be realized with increased footing size. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are placed against properly compacted native soils. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2016 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches and minimum reinforcement of #3 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Because the Iot has been previously graded, the remedial grading required at this time for the proposed residence should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2016 CBC or ASCE7. According to the 2016 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2016 CBC Seismic Design Parameters are summarized below. Risk Category (Table 13-1):1/11/1II Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g S1 (Figure 1613.3.1): 0.601g Fa (Table 1613.3.3(1)): 1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 {Fa X Ssl): 1.500g Sml (Equation 16-38 JFv X Si]): 0.901 g SDS (Equation 16-39 (2/3 X Sms)): 1.000g SM (Equation 16-40 12/3 X Sml]): 0.601g Seismic Design Category: D Shuhlen Engineering ivwu1.Sladderzennineerine. corer August 30, 2017 -3- Project No. 544-17267 17-08-364 In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. The testing indicated soluble sulfate content of 460 ppm (0.046 percent) that corresponds with the "negligible" exposure category in accordance with ACT 318-08, Table 3. Testing indicates that the site soil is generally considered non- corrosive with respect to concrete. Based upon this, the use of sulfate resistance concrete mixes should not be required. We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson Principal Engineer SER/gvm BRE1T L. NDERSON Exp. 9/30/18 CIVIL %r ENGINEERING tS' ` OF ral.IFa`, Copies: 4/ Sun Vista Development Corporation Sladrlen En8 ineering w►vw.Sladdenezzgineerizz,;. cozrz 2, Please verify that soils reports contain all of the above Information. In addition, to as continuity between the Investigationlreporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover, all the required elements. Only then can we be assured that the construction docurnents address all of the site sail conditlons. La Quinta Geotechnlcal Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the fallowing criteria? "Address" means: (a) the criterion Is considered significant and mitigation measiure(s) no or; (b) the criterion is considered insignificant and explicitly so stated. ! �o GPIterion Q ® Foundation criteria based upon bearing capacity of natural or compacted soil. y 0 Foundation criteria to mitigate the effects of expansive soils. ' ® Foundation criteria based upon bearing capacity. of natural or compacted soil. k'S® Foundation criteria to mitigate.the effects of liquefaction. ® Foundation criteria to mitigate the effects of seismically. Induced differential settlement- ® Foundation criteria to mitigate the effects of long-term differential settlement_ Foundation criteria to mitigate the effects of varying soil strength_ Foundation criteria to mitigate expected total and differential settlement. Any "No- answers to the -above checklist should be noted as specific required corrections. ### Engineering, 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: September 13, 2017 Account No.: 544-17267 Customer: Sun Vista Development Corporation Location: 53-305 Troon Trail, Lot 80, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 pprn C -OR Soluble Chloride per CA 422 ppm M Sulfate 544-17267 091317 s � -TACKLE in=A-2—REQUfREMENTS FaR SPECIAL EXPOSUREC0.14pf["O14,3' ILNI1{u)d idAX)I4um - • )'AR dAR-LY 3GT r AND . _ • WATER�G41i=t{TTT�4U5 _ _ •L1G1'C1�!1F?GFfF. - MkTERIAtiS" RAT30;'9Y.: ACGREGATE•CORCR E POSURECONDmoN E&I-1 4R)tA[-4{pGHT• �: p=E:; CarlgmtC lRtC[]tlCLl tohavt 16w aGGFt(G.iTECgRCRETE = x a}•t1po94=for1[Pn permc'ai5iIity )vh;ri tYf3C]SCCI Fq Wnitr CatIC-rrrtC CT. FSp SCtf t{] Ci[LS1 n9 And Lh aw in in a moist O-SO • Cp {5 d.1 tS�R Pr to dC1Lli'lg cf]�rRlL@IS Ftlr Lormsian pro lcndoR for rtin fo rc &d roncrLtc ¢] _ `E,SO exPO, --d to chlorides from deicing rh=icaIS, sa}rs ar hraci:ish wattr, at•spray-f n— t71c_,c sources 0.443 S.600 TABLE 7A-A-3—REQUIREIrIEN.TS_FOR COIgCRETE - EXPOSED TO SU. FATE-CQlLTAfNIFIG-SOLUTIC)NS h10A) IAL-LYE3GF{7 GG E AGJtTE - AGGREGATE GOt)CRE7E • lfiuxfmuri•t'Li'Olei- WJL7EiESA r-_ t arrr�ll�Ltous SU4-Fl,"i'� ).LBtar)a!i !'r 'Norma)- - - S1pI{Ihl•and AntJa-hy:. St3 IN S{ck - WA, ht,..s� P G ►;'CAGE 9Y ?•)airnei-LYelpYit� •'.1lQhhvet�ht ' -ADO -atP• _ ECPOSUI [ SULFA [Sa�j IN We[ Fi�i• LYA7ER, PP+T� CEfJEWr TYPE Cunce�el Carrsoik; pal' . 1Ifogligiblc 0 0�0.10 st f}D6689"ior).{Pa 1.1o�ctztcZ, - 0.10-0?0 150-1 If, JP(M5), rs OSO 4.000 Scvcrc 0 ?0-? 00 1-500-I0.000 Very severe Ovcr200 Ovcr 1O.We - - _ V plus •p,¢5 �,500 )A ia+.�crwatcr-ecntnu[foeasnzaterialt _. ratio or#zj��srlcng'xh ma a£-Fnst corrosion "aFr�ntycddrd itcrns or Ere in 5' 4uu-cd for law pt rmcahility'orforpraarcgan xScavratir_ g and tianwin bG 19-•A-?J_ - �Pblir"g t has n dctcrsainLd by restarsLrrirx -1:00d to impMvcslslfatc tassttrrg ,P T�pG V crment r�:istzncc when u5rrj in coxtcrctccon- � N -, GIN n r 3 O N C i 902 BMA * PO Box 2618 McCall, ID 83638 (208) 634-8148 fax (208) 634-6395 36, CALCULATED BY R RESUr1- ©a5 g CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please" DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: Z 11- // /F Developer: Tract No.; M, % Tract Name: Lot No.(s): for C 0 Address(s): J O�� ',� _ Phone Number: ( ,6o ) Z ] — %% 3 t/ - I The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building Safety Department: C� CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW 11 TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❑ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in' compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. ? Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7l Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta-org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: Public Works Distribution: ( ) Green Sheet to Building & Safety RECEIV ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: FEB 16 2013 IC CI', 01= rt ►-+q 1114TA T:\Checklists - Forms &Applications\Forms &Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc /yob p�` 4 EMI 401rf'V - --,� MENT City of La Quinta - PM10 Fugitive Dust Control Project Information f_nnstriirtinn Phase PM10 Anreement (< 1 acre/lot or Infill Project) s" "L" Project Information Project Contractor: V9 Project Phase Project Name: �rC: r— U '-Ct b / Project Tract/Lot Numbers: 2,79677 (check one) 0 Construction LI Demolition Project Street Address: S j 3 0 vO�,'r J„�{ r✓ Total Acres in Active Construction (c 1� re per Lot):ZS�'?32 4". Anticipated Start Date: / /Anticipated Completion Date: Z/ 3�V PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person fisted 'below is responsible for dust control during business and non -business hours. Name: Title: �� E �l�r -r• — Company Name: S f)--e tiC a >�✓� rZ Mailing Address: �l( 4f / 2— City, State, ZIP Code: C.Y�r Primary Phone #: �!'/ 7 7% `f 7 ZZ Fax #: 76 O 771- y 92 24 Hour Emergency �7 / e�p 2--)-S-- �'73 f Phone#: L� Z 7 S — 97-3 Cell Phone #: Email Address: V/S e LJ GD u" PM10 Certificate #: / �' —3— 00 3 Z 3 — The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust -control plan are necessary; Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; ❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any CityWCounty initiated abatement activities. _ // / Si nature of perty Own or Authorized Representative D to City of La Quinta - PM 10 Fugitive Dust Control Plan (< 1 acre per Lot or Infill Project) This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily. Water shall be applied from an adequate sized metered water source to dry soils to prevent: ■ Visible dust emissions > 20% opacity • Visible dust emissions that travel > 100 feet from the source (within site) Visible dust emissions that cross any property line EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAQMD at (909) 396-2183). CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept on site. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must be used within ten (10) days of ceasing activity. ❖ WEATHER MONITORING: Wind predictions shall be monitored. ❖ SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley Fugitive Dust Control Plan Handbook for Construction Signage Guidelines. TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only. TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. ❖ FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. •:• EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. ❖ EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. DUMP TRUCKS: Open top dump trucks shall be wet down, moist and covered with a tarp prior to leaving site. INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). Property Owner shall notify the City and SCAQMD within 10 days of completion of project. Water nimiity Mananpmwnt Plan IWOMPI Exemption Form - Whitewater River Reqion Documentation of Project Not Requiring a WQ.MP but Requiring Site Design BMPs and Source Control BMPs by Entitlement Conditions of Approval or Permit Conditions - WGMP Required for the Listed Change of Land Uses or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% or greater? Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater where erosive soil conditions are known? Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet or more? Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 75391? 1/ Entitlement or construction of new retail gasoline outlets) disturbing greater than 5,000 square feet? Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater than 5,000 square feet? Entitlement or construction of new home subdivision(s) with 10 or more housing units? Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? Applicant Information Name and Title Company Phone 7K0 7 7 1- 72-Z 27 S---97-3 Email rr7,o ; eD � n v/ �f�v . Project Information Project Name� Type (SFH, Multi -Family, Commercial, Etc.) /�T ell `j o-1 Location or Street Address~jam �� ov. ✓1 r' Nearest Cross Streets Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) POR 6 7 Other Location Information Watershed Whitewater River Source Gontrol LSIVIP information Size of Project Area (nearest 0.1 acre) a C, C Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) Is the project subject to onsite retention by City , ordinance or policy? y Name of the Entity that will implement, operate, and maintain the Source Control BMPs �+ f �pr'( ��•'� � f� Contact Name Street or Mailing Address / G hew /% LOV City 4-x Vt,, i Zip Code f Z Z Vi Phone 74, 0L7 F 7 3 1� Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Education/Training for Property Owner, Operators, Occupants, or Employees / V Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item To be Provided Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement -to be reviewed on a Project by Project basis) BMP Acknowledg The applicant shall comply with listed BMPs and applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. R7-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. 3ment Signature: _ Print Name: Title: DateZ7 / .7�/�� Phone: (/,e�,r Applicant Certification I certify that I have read this form in its entirety and understand the City's submittal and review process and the requirements for this form. I understand and agree that if during the processing of the form, it is determined the information contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Community Development Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulations, Title 14, Section 15109. Signature: v L Print Name: f ✓� Title: Date: 2-116 / Phone: Owner Certification certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction nhligations being imposed on this real property. Signature: Print Name- Title: Date: Phone: ( 1 � �_CSZ0 1-1 - 02J5_$ P.O. BOX 1504 APPLICATION ONLY 70-495 CALLE TAMPICO Adddre sing -,3 3 � Q oN ,& L LA QUINTA, CALIFORNIA 92253 Owner�obC� a!T� f BUILDING: TYPE CONST.New`5f20CC. GRP. Mailing �] -7 -� Q — L C7 — CZ 1 Address P. I I' [ f A.Number. C, ZIP Contractor N Project Description C',A [-5,.5-A , /,�-1,/, O ,60X //4-/ & Classif. �' �7zl4la 9 I Lid# Arch., Engr Designer Address I. s'rJoi] �ICIt3 �r%Z� 9I ILic�# ILTEENsEo CONTRACTOR'S DECLARATION I hereby at6 hat I am licensed under pr visions of Chapter, n (commati n with Section 7000) of Division 3 the sin and ode, and y license -n 11 force ynd effect. SIGNA7l1 +GaTE OWNER.RUII ncgrnFrLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5. Business andProlessians Code. AnymWorcourrtywhichraori quiras a permit to cW=t after, lmprova, demolish, errepair any structure, prior le Its issuance also requires the appllcanf for such ,oermlt to Nea signed stafementthat he is licerrsW pursuarrtid the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such 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 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 Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contracior(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished, CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE - (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). 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 Workers' CampensMon Laws of California. Date Owner NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued- (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I tat certify that I have read this application and se that the above Information is correct. I agree to comply yyith all city and county ordlnanpes and state laws relating to building construction, and hereby authorize representatives of this city to enter the above -mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Sq. Ft. I-7 Size J 7 No. No. Dw. Stories Units New)(Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation �! PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: 0 7.3 ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line . Side Street Setback from Center Line Side Setback from Property Line — FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE Building�- Addres--3 3 0,T_ %rG nonce Owner � Cl" Ad�ess. .anti or TitV144a" P.O. BOX 1504 78-495 CALLE TAMPICO ��; LA QUINTA, CALIFORNIA 92253 �'ZZ 3 70 Z 7s State Lic. �j Ctiy & Classif. 7///-/r / Arch., Engr., � Designer �To�Crl -S Address Trel. City+�1 r Zrpq State / 9I Lic. # - LIt5ENSED CONTRACTOR'S DECLARATION I hereby aftirm.that I am licensed under provislorns of Cftapter 9 (cornm9ricin£p, with Section 7000) of Division 3,ol the Business and Profes8t8ns Code, and my license i�spJ�n rk rforce and effect. SIGNATURE- - f ' � - ?' - / DATE OWNFR-9UILD6 DECLARATION I hereby afflrm that I am exempt from the Contractor's License Law for the following reason: fSac. 7031.5. Buskrsssand Professions Cade: Prryc4yorcounty which raquirasa pormir to cons", alto, Improve, demolish, or repair arrysuuafure, prior to its Issuance also requires the a plrcanrfor such permit to Ella a signed stafemenf that he is Ircensed pursuant to the provisions of the Contras for's Lr'censa Law, Chapter 9 {cemmencing with Seaton 7000) of DlvWon 3 of the Business and Proresstons Code, or that he is exempt therefrom, and the basis further alleged exemption, Any vibration of Section 703 1, 6 by any applicant for a permit subjects the applicanr to a cfvlf penalty of not more than five hundred dollars ($500). LJ I, as owner of the property, or my employees with wages as thelt sole compensatlot. W11 do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Proles- sions Cade: The Contractor's License Lew does not apply to an owner of property who builds or Improves fhemon and who does such work himself or through hls own employees, provided that such fmprovernants are nor intended or offered for sale. it. however, the buffo+ng'or Impravem[mt fs sold within ono year of completion. rho ownar-bulider wiz+ have tire burden at proving Mat he did not build or improve for the purpose of sale). LJ 1, as owner of the property, am exclusively contracting with iicensod contractors to construot the project. fSec. 7044, f3uslrress endProlasstons Cade: The nrrtt?ctar's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. 6 P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec_ 3800, Labor Code.) Policy No Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm thatthere is a construction lending agency for the performance of the work for which this permit is issued- (Sec- 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this appllcatlon and state that the above information is correct. I agree to comply with all city and county ordinances and stale laws relating to building construction, and hereby authorize representatives of this city to either the above -mentioned property for inspect}on purposes, Signature of applicant Date Mailing Address City, State, Zip APPLICATION ONLY BUILDING: TYPE CONST A/U I- /Z OCC. GRP. _ A.P. Number % % C' _ 1 U — C z I Legal Description 7 Project Description Sq. Ft. �9 7 No. y No. Dw. _L Size Stories Units New • Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation �t{J PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: WHITE = BUILDING DEPARTMENT I Validation: — YELLOW = APPLICANT PINK = FINANCE Building Address Mailing Address Contractor Address TIUT40 " P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Zip ITel - city l Zip I Tel, State Lic. C€ty & Classif. T ,'. , t Lic. # Arch., Engr., Designer . Address Tel. City Zip State F Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3.df the Business and Professions Code, and my license is in full force and effect. SIGNAiUrtE DATE OWNIER-RUILDEK DECLARATION I hereby affirm that 1 am exempt from the Contractoea Ucame Law for the following reason: (Sec. 7031.5, Business andProfessfons Code: Any cfty or county which requires a permit to consorucl, alter, Improve, demolish, orrepair any structuie, ppdortp t!s issuance also requhes the applicant for such permit to file a signed statement that he is llcensadpursuant to the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation ol5ocdotl 703f.5 bY' any applicant for a permit subjects the applicant to a civil penalty of Trot more than five huW a dolfans ($500). ❑ I, as owner of the property, or my employees with wages as their sale compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Prores- slons Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such Improvements are nor intended or Wfiered for safe- If, however, The building or improvement Is sold within one year of compislfcn, the owner-buifdor will have the burden of proving that he did not build or Improve for the purpose of sale)- 01, as owner of the property, am exclusively Contracting with drensed contractors to construcl the project. (Sec. 7044, Busfness and Professions Cade: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who Contracts for such projects with a conlraclor(s) licensed pursuant to the Contractor's License law.) ❑ I am exempt under Sec. B. & P.C. for this reason Date WORKER'S COMPENSATION DECLARATION hereby. -affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.- If, after making this Certificate of Exemption you should become subject to the Workers' Compensation.provisforis of the Labor Code, you must forthwith comply with such provisions or this permit shall be, deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have road this appllcatlon and state that the above information is correct. I agree to comply with all clty and county ordinances and state laws relating to building construction, and hereby authorize representatives of this -city to enter the above -mentioned property tor Inspect- purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description Sq. Ft. Size New El 7 �7 No. ! Stories " Add ❑ Alter ❑ Estimated Valuation No. Dw. Unks Repair ❑ Demolition ❑ PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit_ Validated by: WHITE = BUILDING DEPARTMENT Validation: YELLOW = APPLICANT PINK = FINANCE T4hf 4 4 Qab& DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 53-305 TROON TRAIL APN: 770-360-008 DESCRIPTION OF WORK: SINGLE FAMILY DWELLING SQUARE FOOTAGE: 5,979 OWNER'S NAME: ROBERT CAPETZ For questions regarding this letter, please contact: City of La Quinta Permit Center (760) 777-7125 Coachella Valley Unified School District 83-733 Avenue 55 P O Box 847 Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE: �01(P-,BY 7Ar . Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. ADDRESS �S -Tv1.Dor, S Y_'� L PROJECT DESCRIPTION r:!> we l \� r'q New Construction CONDITIONED/AC (SF) ';�3> 9 0\ GARAGE/UNCOND (SF) �� y PATIO/COVERED (SF) FIRE SPRINKLER (SF) 5 C� CODE EDITION 0 �v CONSTRUCTION TYPES { eve W GOODS / NO NUMBER OF FLOORS gUMBER OF BEDROOMS NUMBER OF UNITS OCCUPANT LOAD 325 OCCUPANCY 1 - MSHCP (DU/ACRE) (DWELLING UNITS PER ACRE, EX: 43,560SFl7,ODOSF Lot = 6 22DU7ACRE) Remodel/Addition REMODEL AREA (SF) �' ADDITION AREA (SF) AWNING/CANOPY (EA) BALCONY ADDITION (EA) FIREPLACE (EA) PARTITION (EA) STUCCO APPLICATION (SF) DOOR/WINDOW -REP (EA) DOOR/WINDOW - NEW (EA) CARPORT (EA) VALUATION ($) (AS SHOWN ON BUILDING APPLICATION) Grading TRACT ❑ CUSTOM HOME <=7KSF ❑ CUSTOM HOME >7KSF APPLICATION '�,aES 20 I �. — Cj—' SF-) DATE Mechanical Units FURNACE HEATER SAS APPLIANCE (ALTIADD) (2� COMPRESSOR AIR HANDLER EVAP COOLER 1-79 VENT FAN - EXHAUST HOOD �- MISC MECHANICAL d Electrical Units NEW ELECTRICAL (SF)�_7r ,v15 O and/or RECEP/SWITCH/LIGHT plus APPLIANCE - RES APPLIANCE - NONRES 57' POWER APPARATUS SIGNS SERVICE - TEMPORARY SERVICE MISC ELECTRICAL ce LIGHT POLES y' PV SYSTEM - ARRAY PV SYSTEM - MISC EQ Plumbing Units FIXTURE/TRAP SEWER SEPTIC ROOF DRAIN WATER HEATER GREASEINTERCEPTOR WATER PIPING BACKFLOW GAS OUTLETS REVISED: 7/15/2015 RESIDENTIAL Building Permit Number: Project Description: 5FR Exempt. a (Materials may contain hazardous wastes and are not wbject to recycling provisions) Construction Debris Management Plan Plan Submittat ❑atel 2/2012018 .tar: site Address{ 5-3305 Troon Trail Owner's Name Robert Capetz Number, Street, or PQ Box P.O. Box 1144 City, State, Postal Code La Quinta, CA. 92253 Owner's Phone Number Project Managers Name BiN Leddy Prrr]ect rvlaifagees Phone Number 76Q -27-5-973 RECEIVED 4 Project Manager's E-mail Address bill sunvis a v,rom Builder 1 Cord factor sun Vista Dev FEB 2 3 2018 Number, Street or PO Box P.O. Box 1144 City, state, Poster Code i3 DuIf1tH, CA. 92258 cn OF ra QuINra Project Scluave Footage 5,969aq ft COMMUNITY DEVELOPMENT City Approval By Ranado GouIdICCIrVEC-Burrtec Waste Datte of City Appro=rat Q�20 as, Il►lfaterlals To Be Discarded: Product Tons Trash 25.00 Not recyclable Product Tons Asphalt 0.00 Recyclable Masonry (,rokgn, 0.00 Recyclable Brick/Block 0,00 Recyclable Plaster 6.75 Recyclable Cardboard a00 Recyclable scrap f4metaf ..0.00 Recyclable Commingled 0.00 Recyclable Tile (floor) 0.8D Recyclabls Concrete �&.75 Recyclable Tile (roof) 0.80 Recyclable Drywall 3.25 Recyclable Wood- 9.25 Recyclable Donated / Reuse.* 0.00 Recyclable Landscape Debris 0.00 Recyctatsle *Describe items ry Totals: Recycle Trash 47.4 25.D Projected Diversion_ I understand it is the property owner's responslb1rrty to autmrlt coples of weight tickets or reeelpts to the 0lsMGt Environrrientat Coordinator as these hauls occur. I hereby certify that completion, 'implementation and adherence of the Debris Management Plan (DMP) for the above named project shalt guarantee thal al Wart 65% of the jobs}te waste is diverted from Ian Ofilling. The remaining materialwlll be rec+ded or reused. l wHl divert, for recycling or reuse, reMairilrg malerials generated from the first day of the project through the complellon of the project In accordance with this plan, Th4 DMP Is issued in. the name of the property owners) and shalt rem ain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner mey oblain a DMP for the owner. However, the DMP is still Issued In the name of the property owners) and the owner rela Ins legal responsiNIlty for ensuring that the provisions of the 0MP are adhered to. The property owner(s) and general corliraeloraha11 be kept Informed of the diversion progress through bi-monthiy sports. If self -hauling, a41 refuse material from this project site must be taken to an approved recycfor or transfer caner I0 Ip r /Project onager 15uperin[endan[ [7 e September 10, 2017 Mr. Rob Capetz PO Box 1144 La Quinta, CA 92247 Re-. Lot 80, tr. 28867 at 53305 Troon Trail Construction Document Review #1 Dear Mr. Capetz: RECEIVED FEB 2 3 2018 CITY OF LA QUINTA COMMUNITY DEVELOPMENT This corresporidence shall serve as notification from the Tradition Architectural Design Review Committee C ADRC") that your Construction Doewnent submittal was reviewed at the September 10, 2017 meeting. The Project was approved to start construction; .however, tho following -comments must be revised and resubmitted no later than September 28fl' for review at the October 5, 2017-meeting. I. The committee appreciates the detail that was provided with regard to the design of the front yard wall columns- however, an elevation was requested in the walls in relation to the home and the site for final consideration of this unique design element, It would be helpful to receive a rendered elevation showing the walls in greater detail with more specific material information (including the bronze gates, etc.). 2. In Detail G "Classic Ledger" pool tile is specified for the exterior side of the pool, facing the golf course. Please provide a material sample. In addition, the tile should cover the entire face of the pool rather than just "3-inches below water" as indicated on the plans. 3_ Please identify the paver material that is being proposed- for use along the -north, east and south side of the pool. 4. ourtesy -comment: It appears the landscape plan will need to be reviewed by the Riverside County Agricultural Commission based on some of the tree selections. 5. Garage windows 128, 129 and 130 utilize glass that must be screened with window coverings, obscure glass, etc. to prevent viewing into the garage at night. 6. Please provide information with regard to any potential Blass I3 hires that might be visible on: the roof and how they will be screened. In addition, please indicate the horizon HVAC unit over the pantry, along with the condenser- on the plans- as applicable. 7. Please make certain all exterior light fixtures are submitted for review and approval prior to installation in the field. Please contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail.com gmail.com with any questions or to schedule your Pre -Construction Meeting once a Building Permit has been .obtained. As a reminder, no work can commence at the lot prior to the Pre -Construction Meeting being held. Sincerely, THE TRADITION ARCHITECTURAL DESIGN REVIEW COMMI7TEE I3y: Title: cc: Jim DeFord GM Future Designs ADRC File Date: Puquant to Cal. Civil C-W-e OY-rejc5.*v4 by �� its � "� on the neRoard xt nteedngagenrlarectorsfor The ssociatian. Ijyou wish to pursue an rHt � �{7ftt c 60041 (N -1 low Permit Number: BRES2017-0258 Applied: 9/20/2017 Approved: Issued: Finaled: Status: UNDER REVIEW Parent Permit: Parent Project: Details: Description: TRADITION / CAPETZ / NEW SFD 5979 Site Address: 53305 TROON TR City, State Zip Code: LA QUINTA, CA 92253 Applicant: SUN VISTA DEVELOPMENT CORPORATION Owner: ROBERT CAPETZ Contractor: SUN VISTA DEVELOPMENT CORPORATION LIST OF RETURNED SENT DATE DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group: AUTO 9/20/2017 10/11/2017 1ST BLDG NS (3 WK) BUILDING BUCKET Notes: 9/20/2017 10/4/2017 10/4/2017 1ST BLDG STR (2 WK) YOUNG ENGINEERING REVISIONS REQUIRED Notes: 9/20/2017 10/4/2017 1ST FIRE (2 WK) FIRE BUCKET Notes: DATES ORIGINALLY LEFT BLANK ON SUBMITTAL, INPUTTED BY REVIEWER ON 10/5/2017 PER APPLICANT SUBMITTAL DATE. Review Group: BLDG 1ST (2WK) 9/20/2017 10/4/2017 10/4/2017 1ST PLANNING (2 WK) CARLOS FLORES REVISIONS REQUIRED Notes: NON STRUCTRUAL SET, NEEDS TO GO TO FIRE AFTER PLANNING DEED RESTRICTION SHALL BE REQUIRED FOR RECORDATION AGAINSTTHE PROPERTY TO PROHIBIT THE USE OR CONVERSION OF THE GUESTHOUSE TO A RENTAL UNIT OR TO A UNIT FOR SALE. Printed: Thursday, 05 October, 2017 1 of 1 Tdy, 4� aC(vaab& LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 TO: ;YOUNG ❑ESG!L ATTN: TRANSMITTAL BUILDING &SAFETY DEPARTMENT (760) 777-7125 FAX (760) 777-7011 k ❑VCA ❑COMPLETE PLAN CHEr !'KJN/<T!:UCTU!?l,L TODAY'S DATE: l 41r� DUE DATE: /0' %_7 PERMIT NUMBER: PROJECTADDRESS: 57S3c)S A APPLICANT NAME: 6U A) I��KS SUBMITTAL ROUND: BIN NUMBER: LS?,7N,,Z>� INCLUDED HEREWITH: PLANS ❑REDLINED PLANS kTRUCT ❑REDLINED STRUCT ❑TRUSS ❑REDLINED TRUSS ❑SOILS ❑REDLINED SOILS ❑ENERGY ❑REVISED ENERGY ❑CORRECTION LIST ❑OTHER ❑REVISED PLANS ❑REVISED STRUCT ❑REVISED TRUSS ❑REVISED SOILS []APPROVED PLANS []APPROVED STRUCT [—]APPROVED TRUSS ❑APPROVED SOILS ❑CUSTOMER RESPONSES -BUILDING DEPARTMENT USE ONLY - GREEN SHEET TO: ❑CDD ❑(w/Plans) ❑PUBLIC WORKS ❑COVE CHECK (w/Application) ASSIGN NON-STRUCTURAL TO: COMMENTS: OP YOUNG ENGINEERING r� ,•r ,_ + ► .- •. M2EEiM=- =pr Cam Web Letter of Transmittal To: City of La Quinta Today's Date: 10-4-17 78-495 Calle Tampico City Due Date: 10-4-17 La Quinta, CA 92253 Project Address: 53305 Troon Court Attn: Mary Plan Check #: BRES2017-0258 Submittal: 0 1St ❑ 4th ❑ 2nd ❑ 5th ❑ 3rd ❑ Other: We are forwarding: I] By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ❑ Revised Struct. Plans ❑ Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report - Update ❑ Revised Soils Report Structural P/C Responses ❑ Approved Structural Plans 1 / Comments El 1 Redlined Structural Plans ❑ Approved Structural Calcs 1 Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is not approvable. See attached structural plan check comment list. Transit Per Diem= Admin Time = 0.25 hrs. Structural Engineer/Principal Review Time = 0.0 hrs. Plan Review Engineer Time = 5.0 hrs. This Material Sent for: ❑ Your Files El Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: JOE VENUTI Office: 0 (760) 772-5107 Other: El LOPGaVALUENGR.COM City of La Quinta Building and Safety Department Plan Check Corrections Structural SFR 53305 Troon Court La Quinta, California 1-GENERAL Engineer: Benjamin Herbst P.E. Plan Check No.: BRES2017-0258 (1st check) Date: 10/4/2017 ❑.1 Plans are too incomplete to review at this submittal. Provide complete plans for next review. ❑.2 Plan are incomplete. Please complete the plans but respond to all comments. Due to the incomplete nature of the plans additional corrections may apply on subsequent reviews. ®.3 Resubmit redlined plans for next review. Failure to resubmit these plans may cause delays, a new review, and/or additional plan review fees. ZA Respond to each of the below items with a written commentary as to where and how the requirement was met. Respond to redlined items on the redlined set with written commentary on the returned set or in the body of the responses ®.5 Please update all plans and notes to current structural codes as follows: 2015 INTERNATIONAL BUILDING CODE 2016 CALIFORNIA BUILDING CODE ASCE 7-10 ACI 318-14 ANSI/AISC 360-10 AISC 341-10 AWS D1.1/D1.1M:2010 2015 NDS 2015 NDS SDPWS ANSI/TPI 1-2007 TMS 402-13/ACI 530-13/ASCE 5-13 Update all ESR report numbers 2 - DEFERRED SUBMITTALS 0.1 Note on the plans any items that are to be a deferred submittal. Note on plans that "Engineer of Record" shall provide a letter of acceptance for (list all deferred submittal items." Note that deferred submittal items are subject to the Building Official allowing them to be deferred. CBC 107.3.4.1 0.2 Truss calculations for metal plate connected wood trusses may be a deferred submittal on a case by case basis as approved by the City no later than second submittal. The City requires an application to be made by the Architect or the Contractor for approval of the deferred submittal Submit truss drawings keyed to the manufacturers layout. The Engineer of Record shall review the truss package and issue a letter to the Building official stating that the truss design is in accordance with the framing plan. 7— CRITERIA REQUIRED ON ALL PLANS E.1 Specify on the plans the project criteria including the following or All if checked: .3 Wind CBC 1603.1.4 ❑a Wind Data Vult and Vasd per 1609.3.1 ❑b Wind Exposure ❑c Wind Design method, MWFRS Directional, Envelope, simplified per ASCE other method per ASCE Indicate on plans Either Chapter 27 Part 1 or Part 2, or Chapter 28 Part 1 or Part 2. ®d Minimum Wind design loads: ASCE Chapter 27.1.5 or Chapter 28.4.4, 28.6.4 ®e Wind Design on Parapets: ASCE Chapter 27.4.5, 27.6.2 or Chapter 28.4.2 ❑f Wind Design method, Components & Cladding: ASCE Chapter 30 Part 1 — 6. 8 — CITY GEOTECHNICAL REQUIREMENTS Z.1 Provide a current site specific soils report for this project, and reference it on the structural plans. The soils report shall address all City requirements as per the City Memorandum attached to this comment list. List the soils report and soils report design information on the plans. ®.2 Soils report shall include soil -testing report for soluble sulfate levels in the soil for verification of adequacy of concrete strength and type. Provide a table specifying the concrete strength and type for the different levels of soluble sulfate. Refer to ACI 318-11 Section 4.2 and 4.3. Or in lieu of the sulfate soils testing specify Type V, 4500 PSI concrete, and a water/cement ratio of .45 for concrete mix design. Additional Comments: 1. Provide force -transfer around openings calculations for all walls that have a man door. Provide perforated wall calculations for all walls that you use entire wall length including windows per Section 4.3.3.5, 4.3.6.1.3 and 4.3.6.4. 2. Provide separate calculation for shear walls along Grid C at garage and casita. 3. Provide drag straps along Grid B, see plan. 4. Provide separate calculation for shear wall along Grid 6.2 at bedroom 3. 5. At grid line A between 9 & 10 provide force transfer around opening calculations at man door. 6. Along grid D you provided 3 shear wall evaluations, you did not provide drag connections or strapping to tie the walls together to act as one wall line; so what is your intent in this area ? 7. Provide print out from USGS web site for specific location of house. 8. Provide revised soils information from the soils report on SD-0 sheet. Especially sulfate requirements for concrete and lateral soil bearing values in calculations. 9. Revise beam 22 for Girder Truss point loads. 10. Respond to all redlines on plans and calculations and return redlined plans and calculations at resubmittal. 11. Additional comments may arise from the completion of the above information. 2 ®If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Provide a detailed response list showing specifically where the comments are addressed in the calcs or the plans. Unspecific responses will not be rechecked and will be grounds to send back the plans for another round of review. We would encourage you to be very specific in your response. Upon approval, the Engineer of Record shall sign/seal each sheet of the plans and the cover sheet of the calculation. Electronic signatures shall be as allowed by the Building Official contact the city for current policy. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer. Joe Venuti, P.E. Phone No.: 760-772-5107 e-mail. LQPC(c?valuengr.com A414 • -RAWON ;16 ce. DESIGN c DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA,"CALIFaRNIA 92253 (760) 777-7125 FAX (760) 777-7011 RESIDENTIAL PLAN CHECK CORRECTION LIST {os) DATE: OCTOBER 1.2, 2017 STATUS: FIRST REVIEW ADDRESS: 53-305 TROON TRL DESCRIPTION: SINGLE FAMILY DWELLING PLAN CHECKED BY: A9 ORTEGA ,3,.;' APPLICANT: CAPETZ / SUN VISTA DEVELOPMENT TELEPHONE NUMBER: (760) 777-7018 PLAN CHECK #: BRES2017-0258 This -submittal has been -checked.for compliance with the 2016 California Residential,- Mechanical, Electrical, Plumbing, Green Building and Energy Codes, and the City of La Quinta Municipal Code, APPLICANT. BUILDING DEPARTMENT STAFF: The following items are being returned to you DO NOT accept any resubmittal unless ALL of for correction:r the following items are included: 1- NON-STRUCTURAL (REDLINED) PLAN 1- NON-STRUCTURAL (REDLINED)-PLAN 1- STRUCTURAL (REDLINED) PLAN 1- STRUCTURAL (REDLINED) PLAN 2- STRUCTURAL CALCULATIONS —.1 EA-15T REVIEW STR CALCS. & ENERGY DOCS. 2- ENERGY DOCUMENTS —1- CORRECTION LIST w/responses 1- CORRECTION LIST �- 2- REVISED PLAN SETS 2- REVISED STRUCTURAL CALCULATIONS •• 2- TRUSS CALCULATIONS 2- REVISED ENERGY DOCUMENTS 1- SOILS REPORT w/update letter if necessary 1- ASSESSORS SITE/FLOOR PLAN 1 EA- MISCELLANEOUS ITEMS INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be -per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate -and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and- shall- bewet-signed by the -prepares.- if the prepares isa-licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section- 55 3 6. Resubmittalswili not -be -accepted with signaturesmissing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Residential Plan Check Correction List Page 1 of 7 SECTION A - GENERAL 1) Sheet Index does not reflect actual sheets in Plans. Remove missing sheets from index. LPtpmrraA I- SP4ti'CS 740T A/4 NOT A &1,- .T T till-5A'XMh7AL Provide the Assessor's Parcel Number (APN) and complete legat description of Project on the first sheet of LPlans. Note that numbers do not -include letters. Verify that the specified AAPlNV is correct. s aYN +► ►s yv �fa11 r .6 �+�V� ¢ irrM Provide on each sheet of resubmitted Plans and cover sheet o�r bound CoIculotion s the preparers name and telephone number and wet -signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and 'Professions Code §5536. Resubmittals will not be accepted with signatures missing. " �� uC3mrTr�r7 fc�iV3 Fe►� j1l�Jul�7U/�%' All construction shall comply with the 2015 California Residential; Mechanical, Electrical, Plumbing; Green Building and Energy Codes and the La quints Munici al Code. Update notes referencing other Codes. ,! vacer;ntcf r.�Qe . Iry aN Ts.__ ll_CA54 W F 7% sN*Ai moo, = -ZV1 46 caner A- [j�} Planning Division has provided the following comments for their approval for this Project. Contact the(l) 4°',_-4T/4V tanning Division directly at (760) 777-7125 with any questions. °NL. Y ' 1JIJED Of irvflo f� fl_ - Tvn V11rA - a)�Deed restriction shall be required for recordation against the property to prohibit the use: or conversion of the guesthouse to a rental unit or to a unit for sale. Provide written evidence from Burrtec Waste, approving a waste management plan that diverts not less than 65% of the construction materials from landfill for the project. Contact the District Environmental !Coordinator directly at (760) 674-1026 For free assistance with the preparation of this plan. SECTION B- PRECISE I SITE PLAN I ZONING Provide a -complete Site Plan -showing property lines; all proposed and other structures that require separates permittin , an items listed below. (CRC §R106.1.1) -SC"F_ A 1.0 / l Show the oration of automatically 111=4 bui ding a dress numbers, not less than 4 inches high, clearly visible from the street or access road. (CRC §R319; LQMC §9.160.020, Table 9-17) Tyr y iy /A Ae-V-522ft 1.le01hv/Js A j G Lps.,r, ?v G v/16 - ! 4AA4?,,;;_ .r f4W r�1lOA4 4f1PkVAL_ Show and dimension all proposed -concrete flotwork, including air conditioning condenser pads, landings at exterior doors, walkways and driveways. (CRC §R106.1.1) Dimension clearances to side property lines. Ar,of, p� ,y 54eA1=-4,WC Td ram 01)01,01by4T dw A l.r� S�E�CTION C - ARCHITECTURAL {'•'i Specify 1/2" gypsum board applied to the garage side to separate the garage from the dwelling unit and the Xdwelling's attic. (CRC §R302.6, CRC Table R302.6) Show extent of work (i.e. Whether mechanical closet will be a part of this assembly.) APPE-Ar vne 32 A- 0mcZJV •);M f Show on Floor Plan or Window Schedule all locations of windows requiring safety glazing. (CRC §R308.4) See Floor Plan for area(s) not in compliance. � I'�AO,,V7' ,pj (/ 3)J Provide 26-gauge minimum galvanized or plastic weep screed at or below the foundation plate line. Weep screed shall be placed a minimum of 4 inches above the earth or 2 inches above paved areas. (CRC §R703.7.2.1) See Detail Sheets for area(s) not in compliance. - /.r -,PJ= I rs •*a,P/A'Ap vim Y1J~411 )A� '01 �`I� 41k,17A�le deaa e ass �ar- idor, hallway a other r readil a i location Access is required in all attic spaces that exceed 30 square feet in area and have a vertical height of 30 inches (measured from the top of ceiling framing members to the underside of roof framing members). Thirty -inch minimum unobstructed headroom in the attic space shall be provided at or above the access opening. (CRC §R807.1) Reconcile locations throughout plans. Residential Plan Check Correction List Page 2 of 7 """t'�k'K"H'`G� rovide evidence that the proposed decorative chimney shroud is listed and labeled for use with the specific fireplace/chimney. (CRC §R1004.3; R1005.2) oecifv the make, model number, and ICC Evaluation Report Number (or UL Listing Number) of factory -built fireplaces andlor wood stoves. (CRC §R105.1.1) Proposed gas fireplaces shall be a direct -vent sealed LJfia;� combustion type and have provided a current paper copy of its listing report to demonstrate. compliance. (CALGreen §4.503.1) Listing information does not demonstrate com fiance with 2015 IItCI2016 CRC. of 61$711vg 01 , r Fifk, 10 A WA__-17.1u"I 44W IW,r ` �s i op�i�b►-- i�Y�l�.aar ill TLinpcorrect ecify ICC Evaluation Report !dumber for skylight(s). (CRC §R106.1.1, R308.6.9) Listing information isf� , up dated [isting and demonstrate compliance with requirements for use. a �� SECTION D - MECHANICAL Reconcile Mechanical Plan with Architectural and structural sheetsfor location of each HVAC system and ther items listed in this review. (CRC §R106.1.1) - 5c F.1F_vc5EA .vMCX-p. 640-746 in MHilo Al_1iLT0Tuf•Al L__ Show on Plans a disconnect adjacent to and in sight of the air conditioning unit. (CMAC§301.4) Show required working clearances to disconnect per CEC §110.2-6(A). - 5AA Neil- .1AO MA7►cAI ON Si% Justify the method of providing combustion air for gas utilizing appliance in accordance with CMC Chapter Provide combustion air calculations and details demonstrating compliance on Plans, see floor plan for area(s) where compliance needs to be demonstrated. - Nojg VtA7ILATI u Avon &-r &.6Xk6r-m&4N ON sCll. Specify size and location of combustion air vents and/or ducts. (CMC §701. 0 & 701.11) See Plan for area(s) where needed. INoTr v 9.vlaAtioN j9WX A 4,OXA4r- meeg RwZs j r T For appliances mounted in Attic spaces provide notes and/or details on the Plans demonstrating the following: (CMC §304.4)- An access opening and passageway large enough to remove the largest piece of equipment, but not less than thirty (30) inches by twenty-two (22) inches; b) An unobstructed passageway which: i) Is large enough to remove the largest piece of equipment bul not less than thirty (30) inches high; ii) If less than 6 Feet high, is no more than twenty (20) feet in length when measured along the center line o€the passageway from the access opening to the equipment; iii) Has continuous solid flooring not less than twenty-four (24) inches wide throughout its length. c) A level work platform not less than thirty (30) inches by thirty (30) inches in front of the service side of the appliance. d.) Provide a permanent electric outlet and lighting fixture at or near the appliance. Locate switch at access opening-. SECTION E - ELECTRICAL Overcurrent devices shall not be located in the vicinity of easily ignitable material such as in clothes closets or in a bathroom. (CEC §240.24(D) & (E)) See Plan for areas) not in compliance. - Aic, Va,�2 - -:1,- 'A' .v i?T 6F Cce3XT %o 0Xr—'Xhelz Note on -electrical plan: ' The -main electrical service panel shall have a reserved space to allow for the nstallation of a double pole circuit breaker for a future solar electric installation, located at the opposite end of the bus bar as the feeder conductors, and be labeled for Future Solar Electric." (California Energy Code §110.10(e)2) Tr{+LAL��,q/J .Sllee7 A y / 3}J Provide lighting fixture types, wattages, efficacy, Etc. and 'now the switching controls comply with California �J Energy Code on Electrical Plan. (§§ 110.9 and 150(k) Additional information required on plans. AgFpollW t'Yf�14MA7t rGA'lAD r,5 0 (` 4-7A144 ,-Z q (1 • S.Al e e-r f} V% T lephone jacks are required in all habitable rooms except a Dining area which is immediately adjacent to a Kitchen or Living Room. (LQMC §8.03.050) Show all telephone jack locations on Plan. ,� J-VA�va - Residential Plan Check CCo rec?ion List Page 3 of 7 Note on Plans: "Aluminum conductors are permitted only if size 1/0 or torger, and only to feed main or sub - panels. All other current carrying conductors shall be copper." (LQMC §8.03.040) - 1>1� r-- JUc7rd I �u s}1•t�7 P y • 1 ` dote on Plans: "Provide at least two 20-ampere small appliance branch circuits to serve all watt, floor, and Y lzntertop receptacles in kitchen, pantry, breakfast room, dining room, or similar area. Such circuits shall have no other outlets." (CEC §210.11(C)(1) and 210.52(B)(1) through 210.52(B)(3)) _ 5M WT"C ' AN !- le�et A-4.l KProvide at least one wall receptacle outlet within thirty-six (36) inches of the outside edge of each bathroom basin. The receptacle outlet shall be located on a wall or partition that is adjacent to the basin or basin countertop, located on the counter top, or installed on the side or face of the basin cabinet. In no case shall the receptacle be located more than twelve (12) inches below the top of the basin. (CEC §210.52(D)) AfJPFU a VM A!.JF_ , e M V i :A517A '5AI4 Specify GFCI protection for receptacles in garage. (CEC §210.8(A)(2)) Specify GFCI protection for receptacles serving laundry areas, (CEC §210.8(A)(10)) Specify G1 CI protection .far.branch circuit.ouiiets that supply dishwashers. (GEC §210:8(D)) No an Electrical Plat,: "All 120-volt, single phase,15- and 20-ampere branch circuits supplying outlets or devices installed in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas or similar rooms or areas shall be protected by an listed arc fault circuit interrupter, combination type, installed to provide protection i of the branch circuit or by any of the other means described in 210.12(A)(2) through (6)." (CEC §210.12(A)) •,�,., Y �,P_ � r.1....,-r r r= � r; fir, t ri . Informational- item: Please note that this requirement requires protection of the entire branch circuit supplying outlets (luminaires, fans, smoke alarms, etc.) and the devices within dwelling unit. ,('Note on plans: "The branch circuit supplying the required receptacle(s) in a garage shall not supply outlets outside of the garage." (CEC §210.52(G)(1)) 1 Provide in every kitchen, family room, dining room, living room, parlor, library, den, sun room, bedroom, recreation room, or similar room or area of dwelling units, receptacle outlets so that no point along the floor line in any wall space is more than 6 feet measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior walls. The wall space afforded by fixed room dividers, such as freestanding bar -type counters or railings, shall be included in the 6-foot measurement. (CEC §210.52(A)) See Plan for locations not meeting this requirement. Informational item: As used -in this section, a "wotl space" shall be considered crwall unbroken alongthe floor - line by doorways, fireplaces, fixed cabinets and similar openings. Each wall space 2 feet or more in width shall be treated individually and separately from other wall spaces within the room. A wall space shall be permitted to include two or more walls of a room (around corners) where unbroken at the floor line. Receptacle outlets shall, insofar as practicable, be spaced equal distances apart. Receptacle outlets in floors shall not be counted as part of the required number of receptacle outlets unless located within 18 inches of the watt. The receptacle outlets required by this section shop be in addition to any receptacle that is part of any lighting fixtu-re or appliance, located within cabinets or cupboards, or located over 5-1/2 feet above the floor. - 3e_a 50&-t A Lt Foyers that are not part of a hallway and that hove an area greater than 60 square feet shall have a receptacle(s) located in each wall space 3 feet or more in width. Doorways, door -side windows that extend to the floor and similar openings shall not be considered wall space. (CEC §210.52(I)) - Ad9,0;,O Mrce_7-�-, ►T AWA�'1--lWAAL Provide at least one watt switch-contrelted lighting outlet in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at the exterior side of outdoor entrances or exits. (CEC §210.20(A)) See Plays for locations not incompliance. - Aave� pplt2 f _VfAAr44 Sal aN 0 1ZL'1-ILF-11. Residential Plan Check Correction List Page 4 of 7 4-4aakra Provide 120-volt smoke alarm(s). In dwelling units, smoke alarms shall be installed and malptained at all of he locations as specified in CRC §R314.3. -- A Zoo w-0 Al Cj�_11 M4-:5 '#�lParra"[iL-D $J & -e' e42 AUJI* SECTION F -PLUMBING 4)Wet venting is limited to vertical drainage piping receiving the discharge from the trap arm of one and two fixture unit fixtures that also serves as a vent not exceeding four fixtures. The vertical piping between two consecutive inlet levels shall be considered a wet -vented section. Each wet -vented section shall be not less than one pipe size exceeding the required minimum waste pipe size of the upper fixture or shall be one pipe J size exceeding the required minimum pipe size far the sum of the fixture units sensed by such wet -vented section, whichever is larger, but in no case less than 2 inches. Proposed design appears to use a wet - venting method of Chapter 9 (Vents), provide additional information on plans to demonstrate compliance, or alternatively revise plan to demonstrate compliance with conventional venting methods: SECTION G - ENERGY EFFICIENCY 7 5 provide complete Energy Calcu.latinns showing compliance with the 2016 California -Energy Code for this project. Due to lack of information in this submittal, a comprehensive review will be performed at next submittal. �t c J$s-f d q1i 7&,V 7_1?4A 42y Specify in Section drawings the wall and ceiling insulation values (and radiant barrier, if applicable) cpeCi _ in Energy Calculations for each modeled space (i.e. Exterior ."Jail, Attic °aof, Cathedra[ [Roof and Ceiling Below Attic). If .areas require different insulation values, each area with the required insulation value Cshall be demonstrated. Radiant barri r shall also be shown in�st led an the vertical surfaces of attic spares. Al7DC1} lwaT� 2� ¢ rL►jj p� �o iNW7 +�3A>2121LF1� $ f iq IM,50L. eE ip 4T'Jq • -54"7 7. i A I. i Ca ditioned floor are5 on Plans does not match Energy Calculations. Reconcile. KSpecify the following information from Energy Calculations at each glazed opening (window, door, skylight) can the Floor Pion, or in a schedule: d�! ��tiec�,+ . �•�r� - Tf �'+ �-y�•� �L 1�,��1- . a) Area of glazing (in square feet) b) Required U-factor c) Energy Calculation Fenestration Number -T S ' Areas and orientations of glazing on Plans do not match those in Energy Calculations. Reconcile Plans and LCalculations. When requested information is provided, a comprehensive review will be performed. GAll luminaires shall be high efficacy in accordance with Tabie 150.0-A. Specify in lighting schedule for each uminaire, the luminaire and lamp types, wattage and whether light source requires certification with Reference Joint Appendix JAB, such as required for all screw -base- luminaires and recessed down lighting. (CEC §150.0(k)1A) - , . , ,{s Iwii_ _ _ _ _ All down light luminaires recessed in ceilings (not lust those in insulated ceilings) must meet the following requirements: (CEC §150.0(k)IQ Ary b a) Shall contain tight sources that are certified JA8 compliant that are of of the screw -based type; and b) Those that are enclosed, such as those often used in showers, must utilize a JA8-E compliant lamp rated for use at elevated temperatures-, and c) Be listed for zero -clearance insulation contact (IC Rated) by a nationally recognized testing lab that are certified airtight per ASTM E283-04 (air leakage less than 2.0 CFM at 75 Pascals); and d) Have a gasket or caulked sealing between, the luminaire housing and ceiling; and e) Allow readily accessible ballasts for maintenance or replacement without needing to cut holes in the ceilings. Lighting shall be switched separately from exhaust fans and when provided under cabinets from other lighting systems. (CEC §150.0(k)2B & L) . f►4-j A •{. i Residential Plan Cheek Correction List Page 5 of 7 Taf 4.049um In bathrooms, garages, laundry rooms, and utility rooms, at least one tuminaire must be controlled by a ', vacancy sensor. (CEC §150.0(k)2J) - j , l ✓ All interior luminaires required -to -have light sources compliant with Joint Appendix JA8must be controlled by either a dimmer or vacancy sensor, except those located in closets less than 70 square feet or hallways. CEC §150.0(k)2K) See electrical plan for areas not in compliance. - fi j150.0(k)3) or lighting permanently mounted to the building must be controlled by one of the following nations and a manual ON10Fl= switch at does not override the chosen combination: (CEC — 5 Krvl 0 -1azri A �i.l otocell and motion sensor oto control and automatic time switch tronomical time clock CS with features of an astronomical time clock that does not allow the luminaire to be always ON, and is programmed to automatically turn lighting OFF during daylight hours. j Identify on roof plan a solar zone of no less than 250 Square Feet in total area that is free of obstructions, including but not limited to, vents, chimneys, architectural features and roof mounted equipment, and that is oriented between 11:0 degrees to 270 degrees of true north when mounted on steep -sloped roofs. (California Energy Code §110.10) SECTION H - CA.LGREEN )(,Provide a table on the plans that contains the following requirements: FIXTURE FLOW RATES FIXTURE TYPE MAXI UM FLOW RATE Showerheads 2 gp @ 80 psi Muitiple Showerheods 2 gp @80 psi (per valve) Lavato faucets 1.2 @ 60 psi Kitchen faucets 1.8 qpin @ 60 psi Water closets 1.28 llons/flush Urinals 0.125 allons/flush SECTION I - STRUCTURAL 5t!E 5E f4444 TP_ g.%gqjmvSr 1) ee separotestructural-correction listrattached. mportant note to Engineer of Record: If these corrections require revisions to structural calculations, in response to these corrections, do NOT simply submit two copies of a few supplemental calculations. For resubmittal, include: One complete set of structuralcalculationsfrom the previous -submittal, and... ■ Two complete, stamped and wet -signed sets of structural calculations for review and approval. Your written responses should direct the plan reviewer to the appropriate revised page(s). Failure to provide documentation in this manner will delay approval of your client's project. Incomplete sets, loose pages will not be assembled by the Community Development Department. Important note-. If manufactured- truss products- are used on this project, be aware thatthe City of Lo Quints does not allow deferred submittals. Truss calculations are required no later than the second submittal. Residential Plan Check Correction List Page 6 of 7 4 44" SECTION J - SOIL / FOUNPATION 1) See separate structural correction list, attached. SECTION X —MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. sef- Tgtt �-►s Z 2) Provide a copy of the Grant Deed (or other legal document) for this property, verifying the legal description and Assessor's Parcel Number. ?RovtPro iv oua vl57A r rvttrTm,ovt.-t- 3) Provide one copy each of the Site Plan and Floor Plan: for the County Assessor's office. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. 4) Provide proof of payment of school fees. While not required for resubmittal, this a.dmini,strati,ve. item must be addressed prior to issuance of building permit.- >f-OVIO n 8y 5VILID - 5) Provide letter of approval from Homeowners' Association. - FWLW By flwcU)aYL 6) Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. ENO CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 7 of 7 City of La Quinta Building and Safety Department Plan Check Corrections Structural SFR 53306 Troon Court La Quinta, California Engineer: Benjamin +°lerbst P.F-. Plan Check No.: BRES2017-0268 (1st check) Date: 10/4/2017 1-GENERAL ❑.l Plans are too incomplete to review at this submittal. Provide complete plans for next review. 0.2 Plan are incomplete. Please complete the plans but respond to all comments. Due to the incomplete nature of the plans additional corrections may apply on subsequent reviews. N.3 Resubmit redlined plans for next review. Failure to resubmit these plans may cause delays, a new review, and/or additional plan review fees. EA Respond to each of the below items with a written commentary as to where and -how the requirement was met. Respond to redlined items on the redlined set with written commentary on the returned set or in the body of the responses ®.5 Please update all plans and notes to current structural codes as follows: 2015 INTERNATIONAL SUILDiNG CODE 2016 CALIFORNIA BUILDING CODE ASCE 7-10 ACI 318-14 ANSI/AISC 360-10 AISC 341-10 AWS D1,1/D1.1M:2010 2015 NDS 2015 NDS SDPWS ANSI/TPI 1-2007 TMS 402-13/ACI 530-13/ASCE 5-13 Update all ESR report numbers 2 - DEFERRED SUBMITTALS Z. I Note on the plans any items that are to be a deferred submittal, Note on plans that "Engineer of Record" shall provide a letter of acceptance for {list all deferred submittal items." Note that deferred submittal items are subject to the Building Official allowing them to be deferred. CBC 107.3.4.1 0.2 Truss calculations for metal plate connected wood trusses may be a deferred submittal on a case by case basis as approved by the City no later than second submittal. The City requires an application to be made by the Architect or the Contractor for approval of the deferred submittal Submit truss drawings keyed to the manufacturers layout. The Engineer of Record shall review the truss package and issue a letter to the Building official stating that the truss design is in accordance with the framing plan. 7— CRITERIA REQUIRED ON ALL PLANS 0.1 Specify on the plans the project criteria including the following or All if checked: .3 Wind CBC 1603.1.4 ❑a Wind Data Vult and Vasd per 1609.3.1 ❑b Wind Exposure ❑c Wind Design method, MWFRS Directional, Envelope, simplified per ASCE other. method per ASCE Indicate on plans Either Chapter 27 Part 1 or Part 2, or Chapter 28 Part 1 or Part 2. Zd Minhmum Wind design loads: ASCE Chapter 27.1.5 or Chapter 28.4.4, 28.6.4 ❑C e Wind Design on Parapets: ASCE Chapter 27.4.5, 27.6.2 or Chapter 28.4.2 Of Wind Design method, Components & Cladding: ASCE Chapter 30 Part 1 — 6. 8 — CITY GEOTECHNICAL REQUIREMENTS 0.1 Provide a current site specific soils report for this project, and reference it on the structural plans. The soils report shall address all City requirements as per the City Memorandum attached to this comment list. List the soils report and soils report design information on the plans. Z.2 Soils report shall include soil -testing report for soluble sulfate levels in the soil for verification of adequacy of concrete strength and type. Provide a table specifying -the concrete strength and type for the different levels of soluble sulfate. Refer to ACI 318-11 Section 4.2 and 4.3. Or in lieu of the sulfate soils testing specify Type V, 4500 PSI concrete., and a water/cement ratio of .45 for concrete mix design. Additional Comments: 1. Provide force -transfer around openings calculations for all walls that have a man door. Provide perforated wall calculations for all walls that you use entire wall length including windows per Section 4.3.3.5, 4.3.6.1.3 and 4.3.6.4. 2. Provide separate calculation for shear walls along Grid C at garage and casita. 3. Provide drag straps along Grid B, see plan. 4. Provide separate calculationn for shear wall along Grid 6.2 at bedroom 3. 5. At grid line A between 9 & 10 provide force transfer around opening calculations at man door. 6. Along grid D you provided 3 shear wall evaluations, you did not provide drag connections or strapping to tie the walls together to act as one wall line; so what is your intent in this area ? 7. Provide print out from USGS web site for specific location of house. 8_ Provide revised soils information from the soils report on SD-0 sheet. Especially sulfate requirements for concrete and lateral soil bearing values in calculations. 9. Revise beam 22 for Girder Truss point loads. 10. Respond to all redlines on plans and calculations and return redlined plans and calculations at resubmittal. 2 11. Additional comments may arise.li-om the completion of the above information. ®lf corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Provide a detated response list showing specifically where the comments are addressed in the caics or the plans. Unspecific responses will not be rechecked and will be grounds to send back the plans for anther round of review. We would encourage you to be very specific in your response. Upon approval, the Engineer of Record shall sign/sea] each sheet of the plans and the cover sheet of the calculation. Electronic signatures shall be as allowed by the Building Official contact the city for current policy. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer: Joe Venuti, P.E. Phone No.: 760-772-5107 e-mail., lw PC valuers r.com jEr F � - _ - - q TO: .YOU NG ATTN: I t t no-4 T4&f 4 44�rw LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 TRANSMITTAL ❑ESGIL ❑VCA BUILDING & SAFETY DEPARTMENT (760) 777-7125 FAX (760) 777-7011 []COMPLETE PLAN CHECK/N/S-STRUCTURAL TODAY'S DATE: nte DUE DATE: J 1711 PERMIT NUMBER: PROJECT ADDRESS: 533 Q APPLICANT NAME: SUBMITTAL ROUND: • INCLUDED HEREWITH: ❑PLANS ®REDLINED PLANS ❑��UCT REDLINED STRUCT TRUSS EIREDLINED TRUSS SOILS ❑REDLINED SOILS ❑ENERGY ❑REVISED ENERGY CORRECTION LIST ❑OTHER t�NREVISED PLANS 4ZREVISED STRUCT ❑REVISED TRUSS []REVISED SOILS ❑APPROVED PLANS ❑APPROVED STRUCT ❑APPROVED TRUSS []APPROVED SOILS ]CUSTOMER RESPONSES -BUILDING DEPARTMENT USE ONLY- ~ GREEN SHEET TO: ❑CDD ❑(w/Plans) ❑PUBLIC WORKS ❑COVE CHECK (w/Application) ASSIGN NON-STRUCTURAL TO: COMMENTS: YOUNG ENGINEERING Letter of Transmittal To: City of La Quinta Today's Date: 2-6-18 78-495 Calle Tampico City Due Date: 2-7-18 La Quinta, CA 92253 Project Address: 53305 Troon Court Attn: Mary Plan Check #: BRES2017-0258 Submittal: 0 1st ❑ 4th 0 2nd ❑ 5th ❑ 3'd ❑ Other: We are forwarding: ❑ By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ❑ Revised Struct. Plans ❑ Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report - Update ❑ Revised Soils Report 0 Structural P/C Responses Approved Structural Plans 1 / Comments E 1 Redlined Structural Plans 0 1 Approved Structural Calcs ❑ i Redlined Structural Calcs 0 1 Approved Truss Calcs ❑ Redlined Truss Calcs 0 1 Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable once the S-1 sheets corrections are completed. Need 4 - 4x6 post w/ HTT5 holdowns along grid line 6.2. Transit Per Diem= Admin Time = 0.25 hrs. Structural Engineer/Principal Review Time = 0.0 hrs. Plan Review Engineer Time = 2.5 hrs. This Material Sent for: ❑ Your Files 0 Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: JOE VENUTI Office: El (760) 772-5107 Other: ❑ LOPCna VALUFNGR-COM FEB 0 6 Z018 CITY OF Lq QUINTA COMMUNITY DEVELOPMENT Summit Structural Engineering PO Box 2618 902 Baycolt Way McCall, ID 83638 (208) 634-8148 Fax (208) 634-6395 January 23, 2018 City of La Quinta Building and Safety Department 78495 Calle Tampico La Quinta, CA 92253 Attn: Greg Butler/Joe Venuti (Young Engineering) Subject: Plan Check Response Letter Plan Check No. BRES 2017-0258 (1st check) 53-305 Troon Court (Tradition lot 80) La Quinta, CA 92253 RESPONSE TO STRUCTURAL PLAN CHECK CORRECTIONS 1.-5. Please see the revised plans and calculations. The current codes are now referenced. Truss calculations and approval letter attached to this plan check response. 7. Please see the revised plans. Wind on parapet and minimum wind load added to specification, at section B: design criteria. 8. Please see the attached soils update letter by Sladen engineering. All references to this report in calculations and drawings have been updated for correct number and date. Additional Comments 1. Please see the revised calculations. We typically do not use the "shear around openings" approach where there is a man door. We'll stop the shear wall at the man door. Also, we do not include the window area, when calculating the wall length, at the "shear around opening" approach. Frequently, these walls are lightly o loaded. If so, we don't provide a specific calculation, as they are generally 7 r, adequate by observation (drag loads would be around 200 Ibs — 400 Ibs), and our oier edo t��ovide ® -n z° +� loaded shear walls, and unique situations, we typically a specific q yp Y p p rn calculation for transfer at openings. M. �•= �0 �•Y•f- 2 q; Residential, Commercial, Industrial, Land Development 2. Please see the revised calculations. A separate calculation was added to the calculation package, following the previous combined block calculations. 3. Please see the revised plans. Straps added. Note that individual blocks (kitchen & garage) also work independently, without the drags. 4. Please see the revised calculation package. Calculation added. 5. Please see the revised plans and calculations, shear removed from door area. Also, we added some calculations for the bar/kitchen area, line a. 6. Please see the revised plans. Straps added. The reason for the separate block calculations was to show that the great room worked independently, without dragging into the master block. 7. Please see the revised calculations. Printout added page 7 of calculations. Information also included in soils update letter, which is following this print out. 8. Please see the revised plans and calculations. Soils report added to calculation package, and is also attached to this letter. 9. Please see the revised calculations. Girder truss load added. 10. Please see the revised plans and calculatons. If you have any questions, please give me a call. Yours truly, SUMMIT STRUCTURAL ENGINEERING Benjamin Herbst, P.E. BH g:\My Documents\2017\jobfiles\SV-581\581_pccl.doc SUMMIT STRUCTURAL ENGINEERING Page 2 of I- "-MM..AAM Summit Structural Engineering PO BOX 2618 902 Baycolt Way McCall, ID 83638 (208) 634-8148 Fax (208) 634-6395 January 23, 2018 Stone Truss 507 Jones Road Oceanside, CA 92054 Attn: Jeff Subject: Roof Truss Shop Drawings and Calculations Sunvista Development - Lot 80 at the Tradition 53-305 Troon Trail La Quinta, CA 92253 Dear Truss Designer, The roof truss drawings by Stone Truss for the subject project, dated January 16, 2018 were received by our office on January 16, 2018, and are approved. The submittal has been reviewed for general conformance to the design concept of the project structural plans. The fabrication processes, techniques of construction, dimensions, and quantities are not a part of this review. Since the shop drawings were reviewed only for general conformance with the structural plans, unless variations from the structural plans have been clearly indicated, we may not have listed them. Our review of these drawings does not relieve the truss engineer and the framing contractor from complying with the structural plans. Yours truly, SUMMIT STRUCTURAL ENGINEERING Benjamin Herbst, P.E. BH c:\2017jobfiles\SV-581\581—trussl.doc Residential, Commercial, Industrial, Land Development DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (7fiu) 777-7125 FAX f76D) 777-7011 RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: FEBRUARY 16, 2817 ADi3R€SS: 53-306 TROON TRL STATUS: SECOND REVIEW DESCRIPTION: SINGLE FAMILY DWELLING PLAN CHECKED BY AJ ORTEGA APPLICANT: CAPETZ [SUN VISTA DEVELOPMENT TELEPHONE NUMBER: (760) 777-7018 PLAN CHECK k BRES2017-0258 This submittal has- been checked for compliance with the 2016 California Residential, Mechanical, Electrical-, Plumbing., .Green Building and Energy Codes, .and the .City -of La .Quints .Municipal Code. APPLICANT: The following items are being returned to you for correction: 2- NON-STRUCTURAL (REDLINED) PLAN 2- STRUCTURAL (REDLINED} PLAN. 2- STRUCTURAL CALCULATIONS 2- TRUSS CALCULATIONS 2- ENERGY DOCUMENTS 1- ASSESSORS SITE/FLOOR 1- CORRECTION L:iST � 7Z" FFR 2 3 2018 CM OF LA QUI NTA COMMUNITY DCVSLOPMENT BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included.- 1 EA- 1ST REVIEW NS & STR (REDLINED) PLANS 1 EA- 2Ntl REVIEW NS & STR (REDLINED) SHEETS 1- CORRECTION LIST w/responses 2- REVISED PLAN SETS Slid -sheet bk 2- STRUCTURAL CALCULATIONS (2"d REVIEW) 2- TRUSS CALCULATIONS (2"d REVIEW) - ENERGY -DOCUMENTS (2"d REVIEW) 1- ASSESSORS SITE/FLOOR PLAN 1 EA- MISCELLANEOUS ITEMS INSTRUCTIONS TG APPLICANT: 1) Provide a written response to eaeh Corrtrmeht on the following pages, rioting 5peeifieally where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Straw or note specifiically flow compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expediteyour back check. 2) Corrections may not be made by handwriting on existing drawings. revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by rhepreparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business -and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this fist, your written responses, and all documents listed- above with your resubmittal. Residential Plan Check Correction List *gl-� Page 1 of 4 O SECTION A - GENERAL 1) Provide the Assessor's Parcel Number (APN) and complete legal description of Project on the first sheet of Plans. Mote that lot numbers do not include letters. Verify that the specified APN is correct. APN shown is for a property on Deacon Dr, verify information with Grant Deed. - ft&Y If F l) vlu Ca 1 5 51 M'T OF F"PN5 2) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. if the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536-Resubmittals wilt. notbe accepted with signatures missing. ✓ 3) All construction shall comply with the 2016 California Residential, Mechanical, Electrical, Plumbing, Green Building and Energy Codes and the La Quinf.a municipal Code. Update notes referencing other Codes. Notes trot updated throughout, see Zftd review redfined plans- UVI `eA VH f- CM T t 4 1 • Z- 4 4) Planning Division has provided the following comments for their approval for this Project. Contact the Planning Division directly at (760) 777-7125 with any questions. Comment stilt applies. a) Deed restriction shall be required for recordation against the property to prohibit the use or conversion of the guesthouse to a rental unit or to a unit for sale. - T4415 15 10 61: F1 LED l3 7 13 V 14OV-YL suN Jl.s1c6. 5) Provide written evidence from Burrtec Waste, approving a waste management plan that diverts not less than 65% of the construction materials from landfill for the project. Contact the District Environmental Coordinator directly at (760) 674-1026 for free assistance with the preparation of this plan. - e4m 1i-0 W 1.114 71415 561"rrT4L- S€CTION B - PRECISE / SITE PLAN / ZONING 4) Show the location of automatically .illumina.ted building address numbers, not Jess than 4 inches high, clearly visible from the street or access road. (CRC §R319; LQMC §9.160.020, Table 9-17) Provide note on site plan per response given to 151 review comment. - RAV - 0,V OF-V y Te- T o 5 jk,.#rt A J. a SECTION C - ARCHITECTURAL 1) Provide 26-gauge minimum galvanized or plastic weep screed at or below the foundation plate line. Weep screed shall be placed a minimum of 4 inches above the earth or 2 inches above paved areas (CRC §R703.7.2.1) See Detail Sheets for area(s) not in compliance. Alternate methods to demonstrate compliance can be reviewed, but the installation of the weep screed above the plate line is a direct conflict with the requirement of the code and will not be allowed. '!_-ra It. 1 rJ - 41 1" 0,0-L'e7,C d FIZt 1 Sim DI 4; &, I 2) Provide evidence that the proposed decorative chimney shroud is listed and labeled for use with the specific fireplace/chimney: (CRC §R1.0.04.3; R1.0.05.2) Provide evidence or add note to plans regarding being listed and labeled. - &vi jC4 Alone $ 4 Ip oN SiZez-'t D2, I -W IA41VL-Ll 3) Specify the make, model number, and [CC Evaluation Report Number (or LIL Listing Number) of factory -built fireplaces and/or wood stoves. (CRC §R106.1.1) Proposed gas fireplaces shall be a direct -vent sealed combustion type and have provided a current paper copy of its listing report to demonstrate compliance. (CALGreen §4.503.1) Listing information does not demonstrate compliance with 20151RC/ 2016 CRC. Specify UL listing iinformadm note as woodburn ing. fireplace, and include decorative gas appliance listing information. �sL-it. ly,b n 1 F1�� Vte �P_ 3, 5 o1V 541MA 2, 1 4) Specify ICC Evaluation Report Number for skylight(s). (CRC §R106.1.1, R308.6.9) Listing information is incorrect, updated listing and demonstrate compliance with requirements for use. By others is not an appropriate response to demonstrate compliance, provide listing information for proposed product. 5 eX- ►AOPIFIeD CIE # 12- oIV $AA-3 A- 3. 1 Residential Plan Check Correction List Page 2 of 4 441244kta SECTION D - MECHANICAL 1) No Corrections Remain. SECTION E - ELECTRICAL 1) Telephonejacks are required in all habitable rooms except a Dining area which is immediately adjacent to a Kitchen or Living Room. (LQMC §8.03.050) Show all telephonejack locations on Plan. Unable to locate requested installation at Kitchen. - 14A,VG p,ppep-IA41t- &WAZtVr fa� Dp 5AW , Aq.l S€CTTI<ON F -PLUMBING 1) No Corrections Remain. SECTION G - ENERGY EFFICIENCY 1) All luminaires shall be high efficacy in accordance with Table 150.0-A. Specify in lighting schedule for each luminaire, the luminaire and lamp types, wattage and whether light source requires certification with Referente Joint Appendix JA8, such as required for alt screw -lease luminaires and recessed down lighting, (CEC §150.0(k)1A) Specify Table 150.b-A and JAB compliance on plans. ^ RAW- .AgpEp Tlt:6e_Nrt,a5, Ta VTMIT � i-"Riu 5N'T, `i. 1 2) All down tightIumin aires-recessed in -ceilings (not justthose in insulated ceilings) must meet the following requirements: (CEC §150.0(k)1 C) ;information not found on revised plan. a) Shall contain light sources that are certified JA8 compliant that are not of the screw -based type; and b) Those that are enclosed, such as those often used in showers, must utilize a JA8-E compliant lamp rated for use at elevated temperatures; and c) Be listed for zero -clearance insulation contact (IC Rated) by a nationally recognized testing lab that are certified airtight -per ASTM E288-04 (airleakage less than 2.0-C;FM at 55 Pascals); and d) Have a gasket or caulked seating between the luminaire housing and ceiling; and e) Allow readily accessible ballasts for maintenance or replacement without needing to cut holes in the ceilings. -. 14 4*e. A-910E1) TIk-Se VI-t,* AT RS1 3 t A 41 1 3) Identify on roof plan a solar zone of no less than 2.50 Square feet in total area that is free of obstructions, including but not limited to, vents, chimneys, architectural features and roof mounted equipment, and that is oriented between 110 degrees to 270 degrees of true north when mounted on steep -sloped roofs. (California Energy Code §110.10) No response provided. -- kpv%�_ ^V /q �; 'r t�voq't ON S�ktT AL3.1 SECTION ll - CAI_GREEN 1) No Corrections Remain. SECTION t - STRUCTURAL 1) LQuantity (4) - 46 posts required with HTTS holddowns required at grid line 6, bedroom 3 front watt. R#OPPMO ~ l=F.p)K �V-W# loam - SECTION K - MISCELLANEOUS COMWNTS 1) .Red marks on.Plans, -even if. not specifically mentioned in, this list, indicate _items needing -correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide a copy of the Grant Deed (or other legal document) for this property, verifying the legal description and Assessor's Panel Number, % AW PK 104,0 AO� .!rwG/j7,op- 3) Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office. While not required for resubmitta1, this administrative item must be addressed prior to issuance of building permit, 1,Ne..LLryAFO AV/ ,4WAfVs rf44*,qrrl.4y Residential Plan Check Correction List Page 3 of 4 4) Provide proof of payment of school fees. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. - Au ILL. " 12ftpyfAOA B 1 6V"I DZ&- 5) Provide letter of approval from Homeowners' Association. — !NLLPJ)e0 W/ 7 /05 >gf3,W1—,jI¢1 6) Inadequate information .has kaeen provided at thi.5 submittal to calculate fees for this project, Fee calculation will be performed when Plans are complete. END COMECTION LIST As further information is provided and reviewed, additional corrections may be requirecL Residential Plan Check Correction List Page 4 of 4