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14-0353 (SFD)78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 V Titit 4 4 Qu&rcu COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: SFD-14-353 Property Address: 53389 VIA BELLAGIO APN: 777160029 Application Description: NEW SFD 4642 SF / VELARDE Property Zoning: M Application Valuation: $420,398.30 Applicant: JEHA CONSTRUCTION, MICHAEL 0 OUTSIDE CITY LIMITS LA QUINTA, CA 92253 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 License No.: 410408 Date: Contractor.' OWNER -BUILDER DEC RATION I hereby affirm under penalty of perjury that 1 am a mpt fr m the Contractor's State License Law for the following reason (Sec. 7031.5, Bus, s 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 I 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 Name: Lender's Add VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 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 issuetljbjfv�orkers' compensation insurance carrier and policy number are: Carrier: policy Number:_ I certify that in the performance of the work for which this permit is issued, I shall not loy 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 wit those ovisio Date: Applicant: WARNING: AILURE TO SECURE WORKERS' COMPEN ATION OVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PE L 5 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 representa mentione prope F.Signature spection purposes. Date: (Applicant Date�6 9 ' Owner: GEORGE VELARDE79-125 � HIGHWAY Ill M 116LA QUINTA, CA 92253v' �--,—� zC? C D Contractor: o --� Z MICHAEL JEHA CONSTRUCTION � T t..�D 41479 RESORTER BLVD UIT 27-12,� PALM DESERT, CA 92211 Z 1 (925)250=4038 xp cin LIC. No.: 410408 m 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 issuetljbjfv�orkers' compensation insurance carrier and policy number are: Carrier: policy Number:_ I certify that in the performance of the work for which this permit is issued, I shall not loy 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 wit those ovisio Date: Applicant: WARNING: AILURE TO SECURE WORKERS' COMPEN ATION OVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PE L 5 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 representa mentione prope F.Signature spection purposes. Date: (Applicant DESCRIPTION _ , FINANCIAL INFORMATION ACCOUNT ', QTY AMOUNT;; . PAID i PAID.DATE. PLAN CHECK/PERMIT EXTENSION PROCESSING 101-0000-42600 1 $97.17 $97.17 4/29/15 PAI,D.BY r".:. .. " METHOD ;, RECEIPT # CHECK# CLTD BY MEGA DEALER LLC CHECK R5575 3020 MFA . Total Paid forADMINISTRATIVE: $97.17 $97.17 DESCRIPTION ' e. ACCOUNT. QTY.. AMOUNT : PAID PAID DATE' ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $550.99 $550.99 5/21/15 d _ PAID BY 'METHOD `. `RECEIPT # CHECK # CLTD'BY,' MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid forART IN PUBLIC PLACES - AIPP: $550.99 $550.99 DESCRIPTION s ACCOUNT., ' ,:: QTY AMOUNT , - PAID `PAID DATE HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 2 $290.00 $290.00 5/21/15 (PAID:BY, '" ': - _ METHOD RECEIPT # CHECK # CLTD BYE.' MEGA DEALER LLC, CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY:. AMOUNT:' PAID PAID DATE HOURLY PLAN CHECK - ESG 101-0000-42600 9 $882.00 $882.00 5/21/15 PAID BY METHOD _v RECEIPT # CHECK # CLTD,BY MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid forBLDG CITY STAFF - PER HOUR: $1,172.00 $1,172.00 DESCRIPTION :' ACCOUNT., 'QTY:: :AMOUNT PAID PAID DATE BLDG PC 200K -1M 10160003428200 $1,200.00 $1,200.00 4/2/14 PAID BY METHOD RECEIPT,# CHECK #� ; CLTD BY Total Paid forBLDG PC 200K -1M: $1,200.00 $1,200.00 : - DESCRIPTION _. ACCOUNT ;QTY AMOUNT PAID 'PAID DATE. BSAS SB1473 FEE 101-0000-20306 0 $17.00 $17.00 5/21/15 •:. PAID BY METHOD . ;RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350. 3022 SKH Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $17.00 $17.00 DESCRIPTION :. ACCOUNT . QTY. AMOUNT -` PAID PAID DATE DIF - CIVIC CENTER 252-0000-43200 .0 $942.00 $942.00 5/21/15 t. PATI) BY METHOD .. RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION :` ACCOUNT QTY AMOUNT i PAID PAID DATE DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 5/21/15 14 PAID BY METHOD t. RECEIPT,#`' CHECK .# ? CLTD BY, MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION:;:. ACCOUNT QTY.: AMOUNT.•. PAID PAID DATE. DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 5/21/15 ,PAID.BY,,.. METHOD RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6356 3022 SKH DESCRIPTION .. ACCOUNT ,QTY. ., AMOUNT :' _PAID PAID DATE. DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 5/21/15 PAID BY, ,. METHOD RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT z. QTY ' •AMOUNT PAID PAIDbATE DIF - PARK MAINTENANCE 256-0000-43200 0 ,$40.00 $40.00 5/21/15 PAID BY " METHOD + RECEIPT # • CHECK # . ' .. CLTD BY' MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ,� - ACCOUNT QTY AMOUNT =PAID PAID DATE DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 5/21/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK .116350 3022 • SKH DESCRIPTION ACCOUNTQTY AMOUNT PAID PAID DATE.. DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 5/21/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY - MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT: QTY AMOUNT „ PAID ' „ PAID DATE DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 5/21/15 PAID BY METHOD RECEIPT # " CHECK # CLTD BY . MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 ' DESCRIPTION ACCOUNT QTY= AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $61.65 $61.65 5/21/15 PAID BY, METHOD RECEIPT # CHECK #.' : CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID ,; PAID DATE RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $25.40 $25.40 5/21/15 PAID, BY METHOD RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION . ; ACCOUNT QTY. AMOUNT PAID, PAID DATE RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 5/21/15 PAID BY METHOD" RECEIPT # CHECK # P CLTD BY -. MEGA DEALER LLC CHECK R6350 3022 SKH .... _.............. _ DESCRIPTION: ACCOUNT','QTY1 - AMOUNT F PAID PAID DATE RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 5/21/15 ` PAID BY r METHOD ¢x RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid forELECTRICAL - NEW CONSTRUCTION: $279.94 $279.94 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF 101-0000-42408 0 $36.26 $36.26 5/21/15 PAID' BY " METHOD RECEIPT # . CHECK #. " 'CLT TD B MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT, QTY AMOUNT ". . ° ;PAID PAID DATE' RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF PC 101-0000-42600 0 $181.29 $181.29 S/21/15 PAID BY y METHOD.' RECEIPT# ,+.° CHECK# ;".k '- CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid forGRADING: $217.55 $217.55 DESCRIPTION, ACCOUNT " ; QTY =x- AMOUNTr PAID ' ' PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $181.30 $181.30 5/21/15 PAID BY METHOD i RECEIPT # CHECK # . . CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT . ` QTY `.' AMOUNT ' PAID !, �' PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 0 $120.85 $120.85 5/21/15 PAID BY METHOD RECEIPT # CHECK # ,. CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION' CITY AMOUNT PAID . ': PAID DATE EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 5/21/15 PAID BY t METHOD RECEIPT # CHECK # CLTD BY . MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION, ACCOUNTQTY AMOUNT PAID PAID DATE EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 5/21/15 '•.PAID. BY METHOD + RECEIPT # -CHECK # `- CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID` PAID DATE FURNACE 101-0000-42402 0 $181.30 $181.30 5/21/15 PAID BY METHOD RECEIPT# CHECK # z CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY . AMOUNT PAID PAID DATE FURNACE PC 101-0000-42600 0 $120.85 $120.85 5/21/15 PAID BY .. " METHOD RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ` . ACCOUNT QTY, AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $120.90 $120.90 5/21/15 iPAID BY -.METHOD RECEIPT:# CHECK# '. CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT= QTY AMOUNT PAID . f PAID DATE VENT FAN PC 101-0000-42600 0 $48.30 $48.30 5/21/15 t '.PAID BY •METHOD RECEIPT # t CHECK # i . CLTD BY- YMEGA MEGA-DEALER DEALER LLC CHECK R6350 3022 SKH Total Paid forMECHANICAL: $790.42 $790.42 DESCRIPTION QTY AMOUNT -ACCOUNT PAID PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 0 $705.33 $705.33 5/21/15 ' PAID BY. METHOD RECEIPT # CHECK # CLTD.BY; MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid for NEW CONSTRUCTION PERMIT: $705.33 $705.33 .a DESCRIPTION ACCOUNT - QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $315.64 $315.64 5/21/15 PAID BY METHOD RECEIPT # .' : CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid forNEW CONSTRUCTION PLAN CHECK: $315.64 $315.64 DESCRIPTION ACCOUNT" QTY_ "AMOUNT PAID PAID DATE BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 5/21/15 PAID BY METHOD RECEIPT # .: E CHECK # . ; CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT, QTY AMOUNT. PAID PAID DATE BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 5/21/15 t : PAID BY METHOD. RECEIPT# CHECK.# `: CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY' AMOUNT PAID - PAI D BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 5/21/15 PAIDBY : METHOD: RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION s ACCOUNT QTY . AMOUNT- PAID PAID DATE BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 5/21/15 PAID BY METHOD. ° . ` RECEIPT # CHECK* p :. CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT' _ QTY AMOUNT PAID` . PAID DATE FIXTURE/TRAP 101-0000-42401 0 $326.43 $326.43 5/21/15 PAIDBY METHOD 'RECEIPT.# - CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION " ACCOUNT QTY AMOUNT PAID `: PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $326.43 $326.43 5/21/15 PAID BY, METHOD 'RECEIPT-# CHECK # -• CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION m: -; -.ACCOUNT QTY AMOUNT' PAID - PAID DATE GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 5/21/15 PAID BY METHOD RECEIPT # CHECK #; CLTD BY. MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT-( QTY AMOUNT PAID PAID DATE GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 5/21/15 PAID BY `" METHOD - RECEIPT # CHECK #' CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT `*' QTY AMOUNT PAID PAID DATE ROOF DRAIN 101-0000-42401 0 $24.18 $24.18 5/21/15 ;PAID BY- 7.o.-: .' " METHOD '.RECEIPT#`, 'CHECK# CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH ` DESCRIPTION ACCOUNT ;QTY ` AMOUNT PAID PAID DATE'. ROOF DRAIN PC 101-0000-42600 0 $24.18 $24.18 5/21/15 PAID BY METHOD RECEIPT-#` . CHECK.# .g CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY AMOUNT " PAID ,° ; PAID DATE WATER HEATER/VENT 101-0000-42401 0 $12.09 • $12.09 5/21/15 " PAID BY - METHOD RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID, PAID DATE WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 5/21/15 PAID BY METHOD RECEIPT # CHECK # - CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH DESCRIPTION ACCOUNT QTY. -AMOUNT F PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 5/21/15' PAID BY METHOD RECEIPT # CHECK # CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid forPLUMBING FEES: $834.18 $834.18 DESCRIPTION ACCOUNT QTY AMOUNT, PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $54.65 $54.65 5/21/15 PAID BY METHOD RECEIPT # CHECK #: CLTD BY MEGA DEALER LLC CHECK R6350 3022 SKH Total Paid forSTRONG MOTION INSTRUMENTATION SMt $54.65 $54.65 DESCRIPTION ACCOUNT.- QTY AMOUNT, PAID PAID DATE: SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 5/21/15 PAID BY METHOD RECEIPT # , CHECK # CLTD BY f MEGA DEALER LLC, CHECK R6350 3022 SKH Total Paid forTUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS: Description: NEW SFD 4642 SF / VELARDE ADDITIONAL STAFF NAME ACTION DATE COMPLETION DATE Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE Status: ISSUED Applied: 4/1/2014 FAMILY DETACHED Approved: 5/20/2015 JJO Parcel No: 777160029 Site Address: 53389 VIA BELLAGIO LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 312 Issued: 5/21/2015 SKH Lot Sq Ft: Building Sq Ft: Zoning: Finaled: Valuation: $420,398.30 Occupancy Type: Construction Type: Expired: 11/17/2015 AOR No. Buildings: No. Stories: No. Unites: E-MAIL Details: 4,642SF DWELLING/VB/RES-3/CLASS A-FR/SPRINKLED. THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, DRIVEWAY - APPROACH, BBQ OR FIRE -PIT. 2013/2010 CALIFORNIA BUILDING CODES 4/23/2015 HAD TO OVERRIDE P/C FEES FOR BUILDING TO INDICATE $1462.88 not $1200. $263.15 DIFFERANCE. PERMIT FEE UPDATED TO POST JULY 1ST, 2014 FEE UPDATES DETERMINED AT PERMIT ISSUANCE. •_I ,_jApplied to"Approved Approved to Issued Printed: Friday, June 26, 2015 3:04:29 PM 1 of 8 J SYSTEMS ADDITIONAL STAFF NAME ACTION DATE COMPLETION DATE NOTES CHRONOLOGY TYPE . SENT EXTENSION APPROVAL TO MR. OCHOA, PER THE CONDITIONS OF THE APPROVAL THEY ARE REQUIRED TO PAY E-MAIL AJ ORTEGA 4/23/2015 4/23/2015 THE PROCESSING FEE PRIOR TO RESUBMITTAL/SUBMITTAL OF THE PROPOSED REVISIONS, OR IF THEY NOW DECIDE TO - . OMIT THE REVISIONS REVISED FEES FOR NEW UP DATES AND SQ. FT CHANGE. NEW SCHOOL FEE CERT IS REQUIRED SQ. FT. LARGER. NOTE JIM JOHNSON 4/30/2015 4/30/2015 CALLED JAHA CONST TO INFORM THEM NEW SCHOOL FEES REQUIRED AND ASSESSORS PLAN WITH SITE PLAN AND FLOOR SHOWING SQ. FT. NOTE JIM JOHNSON 4/29/2015 5/8/2015 AJ HAS ASKED THAT THIS BE DONE ASAP. THANKS, KAY NOTE JIM JOHNSON 5/8/2015 5/8/2015 JIM YOU NEED TO GET THIS READY FOR APPLICANT Printed: Friday, June 26, 2015 3:04:29 PM 1 of 8 J SYSTEMS Printed: Friday, June 26, 2015 3:04:29 PM 2 of 8 rR? SYSTEMS PER JIM, WE WILL DO THE NEXT ROUND OF PLAN CHECK IN HOUSE. WE WERE UNABLE TO FIND THE EOR APPROVAL FOR NOTE KAY HENSEL 5/15/2015 5/15/2015 THE TRUSSES. JIM CALLED THE ARCHITECT'S OFFICE AND THEY WILL PICK UP THE TRUSSES AND TAKE THEM TO REZA FOR APPROVAL AND STAMPING. NOTE STEPHANIE KHATAMI 5/13/2015 5/13/2015 MIKE JEHA SUBMITTED A LETTER REQUESTING EXTENSION OF PERMIT. MR VELARDE CAME IN TO PULL PERMITS. JIM TOLD WHAT WOULD BE REQUIRED OF HIM TO PULL THE PERMIT OWNER OFFICE MEETING JIM JOHNSON 5/21/2015 5/21/2015 BUILDER AND IT WOULD BE EASER TO HAVE THE GEN. CONTRACTOR TAKE OUT THE PERMIT. MR VELARDE PAYED THE PERMIT FEES AND THE CONTRACTOR WILL PULL PERMIT ON TUE. THE 26TH. PLAN CHECK -COMMENTS FROM CONSULTANT KAY HENSEL 5/8/2015 5/8/2015 READY FOR CORRECTIONS. RECEIVED PLAN CHECK APPLICANT TO COMPLETE NEW SUB -LIST SHEET PRIOR TO COMPLETE/READY FOR PICK AJ ORTEGA 11/6/2014 11/6/2014 ISSUANCE OF PERMIT UP PLAN CHECK PICKED UP MARY FASANO 5/8/2015 5/8/2015 EDDIE PICKED UP PLANS PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 5/20/2015 5/20/2015 ASSESSOR SET RECEIVED. RECEIVED REPRESENTITIVE WITH DESIGN FIRM OCHOA DESIGN ASSOCIATES CAME IN TO RESUBMIT WITH EXTENSION PUBLIC COUNTER VISIT AJ ORTEGA 4/23/201S 4/23/201S LETTER, EXTENSION LETTER ACCEPTED BUT REJECTED ANY SUBMITTAL AT THIS TIME TO AWAIT APPROVAL OF EXTENSION. PUBLIC COUNTER VISIT ANGELICA ZARCO 5/19/2015 5/19/2015 RECEIVED SCHOOL FEE CERTIFICATION FROM GEORGE VELARDE (SEE ATTACHED). Printed: Friday, June 26, 2015 3:04:29 PM 2 of 8 rR? SYSTEMS Printed: Friday, Jurie 26, 2015.3:04:29 PM 3 of 8 SYSTEMS NEW OWNER VELARDE CAME IN TO PULL PERMIT, PERMIT ' HAS SINCE EXPIRED FROM PREVIOUS DEADLINE GIVEN, PLUS OWNER WOULD LIKE TO SUBMIT REVISIONS FOR THE CHANGES THEY PROPOSE. INFORMED THAT HE SHOULD PUBLIC COUNTER VISIT AJ ORTEGA 4/20/2015 4/20/2015 DISCUSS WITH HIS ARCHITECT PROVIDING A EXTENSION LETTER OR CREATE NEW PLANS FOR NEW SUBMITTAL, OR DISCUSS OTHER OPTIONS WITH THE DIRECTOR WHO ' - PREVIOUSLY GRANTED THE EXTENSION. MET WITH REPRESENTITIVE WITH DESIGN FIRM, INFORMED PUBLIC COUNTER VISIT Al ORTEGA 4/21/2015 4/21/2015 THAT AN EXTENSION LETTER WOULD BE REQUIRED TO CONTINUE THE EXPIRED PERMIT, TURNED AWAY SUBMITTAL OF REVISION AT THIS TIME. PLAN CHECK SUBMITTAL RECEIVED AND CORRELATED - READY TO BE SENT TO ESGIL FOR COMPLETE REVIEW ***PER LES: RESUBMITTAL KAY HENSEL 5/14/2015 5/20/2015 CHECK WITH JIM JOHNSON TO SEE IF WE CAN RECHECK INHOUSE PRIOR TO SENDING OUT*** RECHECK DONE IN HOUSE PROJECT HAD EXPIRED - NO PERMIT ISSUED. OWNERSHIP CHANGED, OUTSTANDING FEES WERE PAID AND PROJECT SENT TO PLAN CHECK KAY HENSEL 4/29/2015 4/29/2015 WAS RESUBMITTED (WITH A REVISION). CODE UPDATE IS CONSULTANT _ REQUIRED. APPROVED PLANS & DOCS ARE BEING SENT TCS ESGIL FOR A COMPLETE REVIEW. WE'VE ASKED FOR A RAPID TURNAROUND. JIM WILL COORDINATE CALLED OCHOA DESIGN TO INFORM HIM THAT I NEED A TELEPHONE CALL JIM JOHNSON. 5/20/2015 5/20/2015 ASSESSORS SITE AND DEMINSIONED FLOOR PLAN. PLANS MAY BE ISSUED AFTER WE RECIEVE ASSESSORS SET CONDITIONS CONTACTS —NAME TYPE - NAME .ADDRESSI '- CITY. ' ` " STATE ZIP _ PHONE FAX _AMAIL�, ' - APPLICANT. JEHA CONSTRUCTION, MICHAEL 0 OUTSIDE CITY LIMITS LA QUINTA CA 92253 (760)578-0356 CONTRACTOR MICHAEL JEHA CONSTRUCTION 41479 RESORTER BLVD PALM DESERT CA 92211 (760)578-0356 UIT 27-12 Printed: Friday, Jurie 26, 2015.3:04:29 PM 3 of 8 SYSTEMS Printed: Friday, June 26, 2015 3:04:29 PM 4 of 8 SYS 7f AAS FINANCIAL i DESCRIPTION Al ACCOUNT "QTY AMOUNT a PAID ' PAID DATE RECEIPT # , CHECK # Y METHOD - PAID BY CL j >BY. PLAN CHECK/PERMIT EXTENSION 101-0000-42600 1 $97.17 $97.17 4/29/15 R5575 3020 CHECK MEGA DEALER LLC MFA PROCESSING Total Paid forADMINISTRATIVE: $97.17 $97.17 ART IN PUBLIC PLACES - 270-0000-432010 $550.99 $550.99 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH RESIDENTIAL Total Paid forART IN PUBLIC•PLACES - AIPP: $550.99 $550.99 HOURLY CHARGE - 101-0000-42600 2 $290.00 $290.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH BLDG CITY STAFF HOURLY PLAN CHECK - 101-0000-42600 9 $882.00 $882.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC -SKH ESG Total Paid for BLDG CITY STAFF - PER HOUR: $1,172.00 $1,172.00 BLDG PC 200K -1M 10160003428200 $1,200.00 $1,200.00 4/2/14 Total Paid for BLDG PC 200K -1M: $1,200.00 $1,200.00 BSAS SB1473 FEE 101-0000-20306 0 $17.00 $17.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Total Paid forgUILDING STANDARDS ADMINISTRATION $17.00 $17.00 BSA: DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH DIF -COMMUNITY 254-0000-43200. 0 $129.00 $129.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH CENTERS DIF - FIRE PROTECTION 257-0000-43200 0 $433.00' $433.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 5/21/15 R6350 3022. CHECK MEGA DEALER LLC SKH Printed: Friday, June 26, 2015 3:04:29 PM 4 of 8 SYS 7f AAS DESCRIPTION' ACCOUNT 3 QTY AMOUNT ^ -PAID PAID DATE RECEIPT # CHECK # ` , METHOD. ;- PAID BY _ ' CLT7b, . DIF - PARK 256-0000-43200 0 $40.00 $40.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH MAINTENANCE . DIF'- PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH DIF - STREET 255-0000-43200 0 $116.00 $116.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC 'SKH MAINTENANCE DIF - TRANSPORTATION 2SO-0000-43200 0 $2,842.00 $2,842.00 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Total Paid forDIF - SINGLE FAMILY DWELLING $6,894.00 $6,894.00 RESIDENTIAL, EA 101-0000-42403 0 $61.65. $61.65 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH ADDITION 1,000SF RESIDENTIAL, EA 101-0000-42600 0 $25.40 $25.40 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH, ADDITION 1,000SF, PC RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $145.03 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH 1,000SF RESIDENTIAL, FIRST 101-0000-42600 0 $47.86 $47.86 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH 1,000SF, PC - Total Paid forELECTRICAL - NEW CONSTRUCTION: $279.94 $279.94 RESIDENTIAL PRECISE GRADING - CUSTOM 101-0000-42408 0 $36.26 $36.26 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH HOME LOT >7KSF RESIDENTIAL PRECISE GRADING - CUSTOM 101-0000-42600 0 $181.29 $181.29 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH HOME LOT >7KSF PC - Total Paid forGRADING: $217.SS $217.55 CONDENSER/COMPRES 101-0000-42402 0 $181.30 $181.30 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH SOR CONDENSER/COMPRES 101-0000-42600 0 $120.85 $120.85 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH SOR PC EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 S/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Printed: Friday, June 26, 2015 3:04:29 PM 5 of 8 CJ SYSTEti1S .. DESCRIPTION :.,.. ACCOUNT QTY ka 'AMOUNT w PAID PAID DATE. aRECEIPT # i".CHECK # METHOD ,PAID BY'- CLTD By FURNACE 101-0000-42402 0 $181.30 $181.30 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH- KH.FURNACE FURNACEPC' 101-0000-42600 0 $120.85 $120.85 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH VENT FAN 101-0000-42402 0 $120.90 $120.90 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH VENT FAN PC 101-0000-42600 0 $48.30 $48.30 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Total Paid forMECHANICAL: $790.42. $790.42 NEW CONSTRUCTION PERMIT 101-0000-42400----] 07 $$705.33 $705.33 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Total Paid forNEW CONSTRUCTION PERMIT: $705.33 $705.33 NEW CONSTRUCTION PLAN CHECK' 101-0000-42600 0 $315.64 $315.64 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Total Paid forNEW CONSTRUCTION PLAN CHECK: $315.64 $315.64 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 5/21/15 R6350 .3022 CHECK MEGA DEALER LLC SKH BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH .FIXTURE/TRAP 101-0000-42401 0 $326.43 $326.43 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH FIXTURE/TRAP PC 101-0000-42600 0 $326.43 $326.43 5/21/15 116350 ' 3022 CHECK MEGA DEALER LLC SKH GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH ROOF DRAIN 101-0000-42401 0 $24.18 $24.18 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH ROOF DRAIN PC 101-0000-42600 0 $24.18 $24.18 - 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Printed: Friday, June 26, 2015 3:04:29 PM 6 of 8. SYS7Crv1S DESCRIPTION - x 4,,_' -ACCOUNT QTY 0" AMOUNT,.,,.- PAID PAID DATE RECEIPT # ~CHECK # " .METHOD' ;'PAID BY ¢ CLTD REVIEWER SENT DATE_ DUE DATE' NOTES' DATE F' s WATER SYSTEM 101-0000-42401 0 $12.09 $12.09 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH INST/ALT/REP PLAN CHECK TO DATE IS, 9 HRS 5/8/2015 STRUCTURAL KURT CULVER 4/29/2015 5/5/2015 5/5/2015 REVISIONS REQUIRED NON-STRUCTURAL - Total Paid forPLUMBING FEES: $834.18 $834.18 SMI - RESIDENTIAL 101-0000-20308 0 $54.65 $54.65 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH Total Paid forSTRONG MOTION INSTRUMENTATION SM! $54.65 $54.65 SINGLE FAMILY 224-0000-20320 0 $1,837.44 $1,837.44 T 5/21/15 R6350 3022 CHECK MEGA DEALER LLC SKH DETACHED RECHECK DONE IN HOUSE Total Paid forTUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS: Printed: Friday., June 26, 2015 3:04:29 PM 7 of 8 , sysTrms REMARKS - RETURNED' , STATUS REVIEW REVIEW TYPE : REVIEWER SENT DATE_ DUE DATE' NOTES' DATE NON-STRUCTURAL KURT CULVER 4/29/2015 5/5/2015 5/5/2015 REVISIONS REQUIRED FEES REVISED FOR TODAYS CODES. ESGIL FEE FOR PLAN CHECK TO DATE IS, 9 HRS 5/8/2015 STRUCTURAL KURT CULVER 4/29/2015 5/5/2015 5/5/2015 REVISIONS REQUIRED NON-STRUCTURAL - JIM JOHNSON 5/14/2015 5/21/2015 5/20/2015 APPROVED RECHECK DONE IN HOUSE 1 WK STRUCTURAL - 1 WK JIM JOHNSON 5/14/2015 5/21/2015 5/20/2015 APPROVED RECHECK DONE IN HOUSE Printed: Friday., June 26, 2015 3:04:29 PM 7 of 8 , sysTrms Printed: Friday, June 26, 2015 3:04:29 PM 8 of 8 srsTenns ATTACHMENTS _Attachment.Type„ �_CREATED�' _ , ; OWNER `�' DESCRIPTION" PATHNAME SUBDIFi �.- ETRAKIT�ENABLED -� 14-353 - PERMIT PERMIT EXTENSION EXTENSION REQUEST DOC 4/23/2015 AJ ORTEGA REQUEST (OCHOA (OCHOA DESIGN 0 DESIGN ASSOCIATES) ASSOCIATES).pdf 14-353 - PERMIT PERMIT EXTENSION DOC 4/23/2015 AJ ORTEGA APPROVAL (OCHOA EXTENSION APPROVAL 0 (OCHOA DESIGN DESIGN ASSOCIATES) ASSOCIATES).pdf DOC 11/6/2014 ANGELICA ZARCO SFD-14-353 INV-108.pdf SFD-14-353 INV-108.pdf 0 DOC 5/20/2015 ANGELICA ZARCO SCHOOL FEE SCHOOL FEE, 0 CERTIFICATION.pdf CERTIFICATION.pdf CORRESPONDENCE - CORRESPONDENCE - DOC 5/13/2015 STEPHANIE KHATAMI 'REQUEST TO EXTEND REQUEST TO EXTEND 0 • PERMIT 05-13-15 PERMIT 05-13-15.pdf Printed: Friday, June 26, 2015 3:04:29 PM 8 of 8 srsTenns Class;IcTM Technical Product Data THERMAL INSULATION AND AIR BARRIER ESR -1826 Specification Sections: 07 21 19 Foamed -in -Place Insulation, 07 27 00 Spray Polyurethane Foam Air Barriers PRODUCT DESCRIPTION racynene ClassicTm is a spray -in-place low density, open celled, t,flexible, 100% water -blown polyurethane foam insulation manufactured by Icynene Inc. Icynene ClassicTm is a nominal 0.5 Ibs/ft3 density, free rise material suitable for buildings in accordance with the IRC and the IBC including Type I, Il, III, IV and V construction. The product is for use as a thermal insulation and air barrier in: • wall cavities • floor assemblies ceiling assemblies • attics (vented and unvented) • crawl spaces (vented and unvented) PROPERTIES OF CURED FOAM Characteristic Test Method Value Core Density ASTM D 1622 0.5 Ib1 3 Color Smoke Development Cream Aged Thermal Assembly Passed' R-3.7 Resistance: at 1" Commercial Fire Air Permeance at 3" ASTM E 2178 0.014 Us.m2 Water Vapor Perme- ASTM E 96 11 perni ance at 5 �'/z" Water Absorption ASTM D 2842 5% Dimensional Stability 0.0% at 158°F at 28 days (Volume ASTM D 2126 and 95% RH Change) Appendix X Floors - 14" BURN CHARACTERISTICS Characteristic Test Method Value Surface Burning at 5" ASTM E 84 Class 1 ---------------- 20 ---------------- 340 Flame Spread Index Smoke Development Commercial Fire . NFPA 285 Assembly Passed' Resistance Thickness Commercial Fire Limited Access Attic Resistance ASTM E 119 1,2 & 3 Hour Ratings' RECEIVE JUL 0 6 2016 Circ OF LA QUINTA COMMUNITY DEVELOPMENT USA DC 315 Thermal Barrier NFPA 286 > 15 minutes Wall && Ceiling Application Maximum NFPA 286 Walls - 7.5" Thickness Ceiling 11.5" Limited Access Attic ACC377 Walls — 5.5" Walls & Roof Coated Thickness Appendix X Roof - 14" Limited Access Crawl Space Walls & Floors ACC377 Walls — 3.5" Uncoated Thickness Appendix X Floors - 14" Attic Floor Uncoated Thickness ASTM E 970 'consult Icynene Engineering Department for details. • Icynene ClassicTM'must be covered with h' of gypsum board or approved thermal barrier. • Icynene ClassicTM is subject to all applicable National/ State and County building codes regarding fire prevention. Requirements for Thermal Barrier and Ignition Barrier coverings must be met as per the applicable building code as required by the authority having jurisdiction. ACOUSTICAL PROPERTIES Performance in a 38 x 89 mm (2 x 4") wood stud wall: I STC Sound Transmission Class - 37 Hertz Frequency 125 250 500 1000 2000 4000 ASTM E90 19 30 31 42 38 46 NRC Noise Reduction Coeff. - .70 Hertz Frequency 125 250 500 1000 2000 4000 ASTM C423 .11 .43 .89 .72 .71 .67 AIR BARRIER/ MECHANICAL VENTILATION • Icynene ClassicTM fills any shaped cavity, and adheres to most construction materials, creating assemblies with very low air permeance. p • Additional interior or exterior air infiltration protection is subject to applicable codes. • All buildings insulated and air sealed with Icynene ClassicTM must be designed to include adequate mechanical ventilation/ outdoor air supply for optimum IAQ (Indoor Air Quality). • For mechanical ventilation see ASHRAE Standard 62 - Ventilation for Acceptable Indoor Air Quality or any other acceptable good engineering practice. I (Y ENS The Evolution of Insulation i WATER ABSORPTION PROPERTIES • Water can be forced into the foam under pressure because it is open celled. • Water will drain by gravity, given favorable drying potential, and upon drying all chemical and physical properties are fully restored. ELECTRICAL WIRING. • Icynene ClassicT,'O has been evaluated with energized 14/3 and 12/2 residential wiring (max. 122'F/50'C). • It is chemically compatible with typical'electdcal wiring coverings. • For any insulation of older knob and tube wiring, please . reference local electrical code. CORROSION Icynene Classic""' did not cause corrosion when evaluated in contact with steel and copper at 12011F (480C) and 95% relative humidity conditions. PLASTIC PIPING • ICYNENE ClassicTM is compatible in direct contact with the following piping systems, as per Paschal Engineering Study: • CPVC • ABS • PVC • PP -R ENVIRONMENTAL AND HEALTH • Icynene ClassicTm is 100% water -blown and therefore contains no ozone-depleting blowing agents. • The reaction used to create Icynene ClassicTm generates carbon dioxide to expand the foam. Carbon dioxide has a very low Global Warming Potential (GWP of 1). • Icynene ClassicTM is PBDE-free. INSTALLATION • Icynene ClassicT"' is installed by a network of Licensed Dealers, trained in its installation. • Not intended for exterior use. Not to be installed within 3" (76 mm) of heat emitting devices or where the temperature is in excess of 180'F (821C), as per ASTM C411 or in accordance with applicable codes. • Installation is generally independent of environmental conditions. • It can be installed in hot, humid or freezing conditions. Minimum substrate temperature for application is 14'F (-10'C). • Surface preparation is generally not necessary. • Within seconds, the foaming process is complete. � I(YNENEO The Evolution of Insulation i - 1 . OSHA CONFINED SPACE INFORMATION An ASTM E-918 test of Icynene ClassicTm for flammability at 140T concluded that it is not flammable. Consult Safety Data Sheets for details. HANDLING AND SAFETY For information on Health and Safety, refer to the Spray Polyurethane Foam Alliance Health and Safety guidance documents at www.spraypolyurethane.com. AVAILABILITY Contact Icynene Inc. at 800-758-7325 or visit our website at www.icynene.com. WARRANTY WHEN INSTALLED PROPERLY IN ACCORDANCE WITH INSTRUCTIONS, THE COMPANY WARRANTS THAT THE PROPERTIES OF THE PRODUCT MEET PRODUCT SPECIFICATIONS AS OUTLINED IN THIS TECHNICAL DATA SHEET. SAVE AND EXCEPT ANY EXCLUSIONS REFERENCED IN THE WARRANTY. TECHNICAL Icynene Licensed Dealers and Icynene Inc. provide support on both technical and regulatory issues. Architectural specifications in CSI 3 -Part format and design details are available at our website at www.lcynene.com. REGULATORY • ESR -1826 has been issued by the ICC -ES for Icynene ClassicTm . • Icynene ClassicTm has been tested as per the requirements of the International Code Council Evaluation Service's AC377 Acceptance Criteria (November 2012). •1111 For regulatory issues concerning Icynene ClassicTM contact Icynene at 800-758-7325. RELATED REFERENCES All physical properties were determined through testing by accredited third party agencies. Icynene Inc. reserves the right to change specifications in its effort of continuous improvement. Please confirm that technical data literature is current. I I PACKAGING AND STORAGE •' Packaging - 55 US gallon, closed top steel drums • ", Component 'A' - 550 Ib. per drum. Base Seal® MDI •I Component 'B' - 500 Ib. per drum. Icynene ClassicT"' - Resin o . •y. Icynene ClassicTM (Component A and Component B) ideally should be stored between 60°F (15'C) and 85°F (300C). • Component A should be protected from freezing. • Shelf life is 6 months. Telephone: 905.363.4040 Toll Free: 800.758.7325 I www.icynene.COM } inquiry@icynene.com 1 SL -200 Updated September 2015 Benefits of the Unvented Attic Assembly Unvented attics have been getting popular in recent years. An unvented attic differs from a conventional Vented attic in that there is no venting of the space between the roof rafters and the ceiling joists of the top story. The unvented attic is "indirectly" conditioned space since as there are no supply or return vents from, the HVAC system located in the unvented attic space. This design practice benefits situations where space limitations require HVAC equipment and duct work to be located in the attic. In this situation, modifying the attic to create a conditioned attic space has generated significant reductions in energy consumption because: 1. The mechanical equipment is placed in more temperate, conditioned space. 2. Duct leakage remains within the conditioned space. 3. Duct penetrations through the ceiling (immediately below the attic) do not compromise the building envelope air tightness because the building envelope has been moved to the roof deck level. This Design Note reviews unvented attic construction, briefly discusses its history and reviews the benefits in terms of energy efficiency in hot humid climates and cold climates. Sections on cathedral ceilings, condensation control and historic buildings are also included. History In the late 1990's, the US Department of Energy (DOE) promoted the use of unvented attic assemblies in an effort to reduce energy consumption. Research began in 1996 with computer modeling, and soon moved to full-scale testing. As a result of the DOE research work, unvented attic systems have been constructed for more than 14 years, and a set of design recommendations has been developed for common use. These recommendations refer to the system as an "unvented attic assembly", which was adopted by the International Code Council (ICC) in 2004, and is now fop ICYNENE Design Note part of the 2009 International Residential Code (section R806.4). Unvented Attic Construction To construct an unvented attic, air impermeable insulation is applied in direct contact with the underside of the structural roof deck and gable end walls & soffit areas, such that the roof insulation is tied into the wall insulation of the occupied space below. By moving the insulation boundary to the underside of the roof deck, temperature & humidity conditions in the attic can be kept reasonably close to those conditions within the occupied interior of the building. There is neither a vapor retarder nor insulation installed on the attic floor of the unvented attic assembly. Air -Impermeable Barriers Section R806.4.5.1 of the 2009 IRC, Unvented Attics, calls for the use of an air -impermeable insulation. The use of an air -impermeable barrier at the underside of the roof prevents air infiltration and thereby limits the accumulation of airborne moisture in the attic. This helps reduce Patent air-conditioning loads providing further reductions in energy consumption. An air barrier material is defined as one having an air permeance, when tested according to the requirements of ASTM E283 or ASTM E2178, less than 0.02 L/s•m2 at 75 Pa. Icynene® spray foam insulation products meet this requirement. Independent testing verified in our ICC -ES Evaluation Reports confirm that they comply with this Code requirement. Condensation Control One of the benefits of locating HVAC equipment & ductwork inside the conditioned envelope is the reduction in condensation potential. In vented attics, temperatures will typically range from 140°F - 160°F during the heat of the day in the summer months. In many areas the Relative Humidity (RH) outdoors can www.lcyn'ene.com 1 800 758 7325 OL -12-23 Pg 1 Benefits of Unvented Attic Assemblies be upwards of 90%. Any cool surface in the attic will' provide a condensation plane and with moisture comes the potential for mold. In conventional vented attics, cool HVAC equipment & ductwork provide condensing surfaces. Even more moderate. conditions can cause moisture issues: the dew point temperature for 100'F air at only 40% RH is 70°F --well above the temperature of most air- conditioning equipment. Wrapped & insulated ducts are not immune; pin-holes in the vapor barrier can allow the hot air to leak through mineral fiber insulation and contact the cold ducts, where condensation fills the insulation with water. Duct leakage can also cool adjacent surfaces and thereby provide additional condensing surfaces. In unvented attic assemblies, the attic space generally remains within about 10 F° of the directly conditioned living space below the attic, with a relative humidity much lower than ambient, due to the indirect conditioning of the space. The potential for condensation is therefore greatly reduced, along with the potential for other problems such as mold & structural rot. Energy Efficiency — In Hot Humid Climates Unvented attic assemblies provide a distinct energy advantage over vented attic systems in hot humid climates. In these climates, slab -on -grade construction is common as is the placement of HVAC equipment and duct work in attics; air conditioned air mixes better and buildings are more comfortable when cool air is introduced at the ceiling level With traditional vented attic designs, HVAC equipment and ductwork systems are exposed to high outdoor humidity levels and highly elevated daytime temperatures. This reduces the efficiency of the HVAC system and increases the potential for condensation. The generally leaky nature of residential ductwork causes part of the conditioned airflow to be lost to the outdoors and hot, moisture -laden, outdoor air to infiltrate into the air conditioning network. The equipment capacity must be increased to compensate. 00 ICYNENE Design Note By moving the boundary of the conditioned enclosure to the underside of the roof deck, any duct leakage within the attic is contained in the conditioned space. In fact, this type of design reduces the need for duct sealing; any conditioned air that leaks from attic ducts will cool the attic space, helping to cool the building. By reducing the effect of duct leakage, the unvented attic system can provide a dramatic improvement in energy consumption, without the. need for duct sealing. It has been found that where ducts suffered from just a 10% loss of flow due to leakage, enclosing ducts and equipment inside an unvented attic system generated up, to a 15% reduction in energy consumption. Where ducts suffered from a 15% loss, the reduction ' in energy consumption increased to 25%. Field measurements of suggest that duct leakage can range anywhere from 5 % to well above 35 %. Wind Driven Rain In hot humid climates, where hurricanes are prevalent, unvented attic assemblies provide an advantage over the typical vented attic system. By eliminating vents, an unvented attic design helps keep wind -driven rain out of the attic. Wind Driven Embers In areas prone to forest fires, unvented attics provide a benefit over vented attics in that wind driven embers are kept out of the attic space. c Energy Efficiency — in Cold Climates Vented attic designs originated in cold climate areas. In cold climates, attic ventilation is commonly used to remove warm, humid air from the attic space. The vented attic system therefore became popular in cold heating climates. Air leakage up from the living space occurs through cracks and joints in the ceiling, around electrical penetrations, duct chases, or especially around recessed "pot" or "can' lights. The popularity of these features has greatly increased the likelihood of moist air leaking into attics in colder climates. Without adequate attic ventilation, condensation can form on www.Icynene.com 1 800 758 7325 OL -12-23 Pg 2 J Benefits bf Unvented Attic Assemblies the underside of the roof deck, and interior heat can cause snowmelt on the roof surface, leading to ice damming and roof leaks. But the use of venting to control moisture in cold climate attics is not foolproof. In high snow fall areas,. snow accumulation can often block ridge and roof vents, limiting venting and increasing the likelihood of damage due to ice damming (roof leaks) or condensation. The most reliable way to avoid moisture problems in vented attic designs is minimize the potential for moist air to exfiltrate into the attic space. Icynenem spray foam systems are ideal insulation materials to be used in vented attic. designs because Icynene® spray foams insulate and air -seal the ceiling and they minimize the potential for condensation and ice damming. Though vented attic designs are more popular, unvented attic designs are gaining popularity in cold heating climates especially to address problem areas that were previously difficult to address properly (e.g. HVAC systems located in the attic, scissor trusses where traditional insulating materials settle and move or attics are turned into living space.) The increasing popularity has come with the recognition that unvented attic systems can perform very well in heating climates not just cooling climates. Icynene® spray foams minimize the potential for moisture accumulation in the building envelope because they are air barrier materials and they eliminate convective moisture flow. Icynene® low density spray foams however, are vapor permeable and therefore, by . Code, a vapor retarder is recommended on the interior of side of the foam in Climate Zones 5 and higher. Vapor retarder paint can be applied directly to the inside surface of the insulation. Alternately it can be applied to the inside surface of a drywall interior finish where Icynene® fills the insulated cavity. Notwithstanding Code requirements, vapor diffusion should also be _ controlled with a vapor diffusion retarder in high humidity areas (e.g. swimming pools, saunas, etc.) and in areas where the humidity drive is relatively constant for long periods of time (cold rooms, freezers etc.) Ito ICYNENE Design Note Icynene® medium density spray foams are much less permeable to vapor. When applied in suitable thicknesses, they meet ICC code requirements to eliminate the need for supplemental vapor retarders. One of the principal advantages of using these materials is that they provide insulation, air barrier and vapor retarder in one step. Cathedral Ceilings A key benefit that has come from the development of the unvented attic assembly is an improvement in the design of cathedral (vaulted) ceilings. In general it has been found that there is a minimal difference in moisture performance between vented vs. unvented cathedral ceiling assemblies. The ability to eliminate venting provides more space for insulation and thereby, higher R -values can be achieved. The details found in IRC Section R806.4 can be used in the design of cathedral ceilings. Other Considerations With any roof system, the possibility of roof leaks always exists. Icynene® low density spray foams are vapor permeable materials that allow drainage of water through the insulation and allow for the diffusion of moisture from the roof sheathing to the interior of the building. This can be critical to permit early detection of leaks and rapid drying. In retrofit applications, when converting a vented attic into an unvented attic, the insulation and any vapor retarder should be removed from the floor of the ceiling. This minimizes the potential for the interior temperature of the attic to be at a level that is significantly different from the interior. The potential for condensation is thereby minimized. Furnaces and any other combustion appliances located in an unvented attic must be high efficiency (two pipe units with air supply to a sealed combustion chamber and an exhaust pipe to the outside.) Historic Buildings Prior to the introduction of insulation, attic ventilation was not common; as a result many historic buildings www.icynene.com 1 800 758 7325 OL -12-23 Pg 3 4 , Benefits bf Unvented Attic Assemblies were constructed without the provision for attic ventilation. Traditional batt insulation, when installed on the attic floor, has a dramatic effect on the reduction of attic temperature and the increased condensation potential must be mitigated through the use of attic ventilation. However, it is not always possible to, achieve this in historic buildings that were never designed to accommodate attic ventilation; many historic buildings feature complex roof geometries that are not conducive to ventilation. In such buildings, the use of Icynene spray foams in a conditioned attic assembly can provide improved thermal efficiency for historic buildings, without requiring attic ventilation. Similarly, many new buildings have ,complicated hip roofs that cannot easily accommodate ventilation or cannot be easily insulated. Unvented attic assemblies provide the means for these buildings to be durable, well insulated and to function properly. Summary Buildings across North America, with HVAC equipment located outside the conditioned envelope,. generally have excessive energy consumption. Unvented attic assemblies provide a strategy for reducing energy consumption by encapsulating attic HVAC equipment and ductwork within the conditioned envelope. In various climates, unvented attic systems can have additional benefits, such as,. improved condensation control, limiting wind -driven rain and snow ingress, and reducing ice damming. They also provide unique opportunities to address. difficult building envelope problems in historic buildings and buildings with complex roof: geometries. It's no wonder they are increasing in. popularity.. 00 ICYNENE www.Icynene.com 1 800 758 7325 OL -12-23 Design Note Pg 4 S. n + R e v/' S evi p4as Bin # City of La Quinta Building 8i Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # S �'`� �`-� - �� Project Address:5 3 —'� g -1 �� e ' Owner's Name: %q,!6-6 A. P. Number: Address: '}� �� }i (��- j t,� Q'J LA -y Legal Description: City, ST, Zip: Contractor: T Address: Project Description: City, ST, Zip: Telephone: State Lic. # : City Lie. #: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: .... Construction Type: Occupancy: tate ic. #: S L Ax roJePcttYP e (circle one): New Add n 'Alter Repair Demo Name•of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE M Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"! Review, ready for cbrrectionsrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Scho61 Fees, Total Permit Fees Structural Plan Time = 2.0 HR t Th is.Matenial. Sent for: ❑ YOUNG ' ® Per Your Request. ❑ ` ENG INEERI NG Approval ❑ Checking 9 c. R v c e At the request of: ` Other: ❑ ,a a.a a: F '_ a •. a Letter of Transmittal To: City of La Quinta Today's Date: ' 2-23-16 ` 78 -495 -Calle Tampico City Due'Date 2-24-16 La'Quinta, CA 92253 Project Address: 53389 Via Bellagio (Revision) Attn: Ramses Sevilla. - Plan Check #: s SFD 14-353 Submittal: ® 1ST ❑ 4th El 2nd. r.. ❑ ,. 5th - r ❑ 3rd ! ❑ Other: We are forwarding: ® By Messenger, ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions:. Includes: # Of Descriptions: ' Copies: • ❑ Structural Plans r ® 1 Revised,Struct. Plans ❑ Structural Calculations ` ® 1 ` Revised Struct. Calcs u ❑ Truss Calcs v ❑ .° Revised Truss Calcs ❑ - Soils Report ❑ ; Revised Soils Report ❑ - Structural P/C Responses 1ll ` Approved Structural Plans ` ❑ Redlined Structural Plans ® 1 Approved. Structural Calcs ❑ Redlined -Structural Calcs • i ; ❑: _ Approved Truss Calcs ❑ Redlined Truss Calcs .. ° El ` Approved Soils Report ❑ Redlined Soils Reports ❑ Other: y Comments:... Structural content for revision is approvable. _ If n) Fff ral rc rl rtn r Structural Plan Time = 2.0 HR Th is.Matenial. Sent for: ❑ Your Files ' ® Per Your Request. ❑ Your. Review ❑ Approval ❑ Checking ❑ At the request of: ` Other: ❑ Building 3 3 Address _,T Tittf / 4 4 a" P.O. BOX 1504 78-495 CALLE TAMPICO 1 /_ LA QUINTA, CALIFORNIA 92253 Mailing ' �� Address 0 e)io id��. tSi..7e , vow ress CA a- w Ia� State U n City & Classif. C `/ O Lic. # Arch., Engr., , - Designer icq,, / _ _ /0., ,. - _ _ _ , 12 Address Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm 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. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions.Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant 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 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 sate): ❑ 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 contractors) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & 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 or 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 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 the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number 7 / �i —/y/ 0 f 0 02 ,9 Legal Description ?Z-2 Znde 029 o2 Project Description Y7..P.te/Q--P� Sq. Ft. // e o ,/ No. I No. Dw. Add Alter Repair❑ Demolition I Estimated Valuation / 0.;2 .S 0 00 PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading ! Driveway Enc. 1 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 _ Issued by: Validated by: — Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal (760) 398-5909 — Project Name: _ Owner's Name: Project Address: MAY 2015 1 CITY OF LA QUINTA COMMUNITY Drgv� EORpTIMFENATE OF COMPLIANCE (California Education Code 17620) jTheHtdeaw y George Velarde 53-389 Via Bellagio, LaQuinta This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: I COMM/MD. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS Project Description: Change of Owner & Sq. Ft. Change APN: 777-160-029 Tract #: Date: May 19, 2015 Phone No. Lot #'s: Type of Development: Residential XX1 Commercial Industrial Total Square Feet of Building Area: 347 Certification of Applicant/Owners: The person signing certifies that the abonformation is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on be*lt of the owner/developer. Dated: May 19, 2015 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project 65995 Approval 347 $3.36 $1165.92 Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement ;Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Secretary Signature: &AASLz _h1&WaA-Ct NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 6,6020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. MV:c/my<locs/devfees/certificate of compliance form updated 3-2007 11/2010 Coachella Valley Unified School District y 83-733 Avenue 55; Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVELONEAMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK#: INITIALS .. .. CERTIFICATE OF COMPLIANCE (California Education Code 1.7620) Project Name: he Hideaway Date: July 7, 2014 Owner's Name: Bobby Ford Phone No. Project Address: 53-389 Via Bellagio, LaQuinta Project Description: New SFD/Casita APN: 777-160-029 Tract #: Lot #'s: Type of Development: Residential XX! Commercial Industrial Total Square Feet of Building Area: 4295 Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authid to sign on behalf of the owner/developer. Dated: July 7, 2014 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCI Education Code Gov. Code Project 17620 65995 Approval Number of Sq.Ft. 4295 Amount per Sq.Ft. $3.20 Amount Collected $13744.00 Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance HAVE BEEN OR WILL BE SATISFIED IN Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Secretary Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bi113081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date'of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. MV:c/mydocs/devfees/certificate of compliance form updated 3'-2007 11/2010 Reording Requested By Firi kwimn tide Colpacy . RECORDING REQUESTED BY First American Title Company AND WHEN RECORDED MAIL DOCUMENT TO: The Velarde Famliy Trust 13 Collegiate Circle Rancho Mirage CA 92270 A.P.N.: 777-160-029-9 DOC # 2015-0133633 04/02/2015 02:06 PM Fees: $18.00 Page 1 of 2 Recorded in Official Records County of Riverside Peter Aldana Assessor, County Clerk 8 Recorder "This document was electronically submitted to the County of Riverside for recording— Receipted by: SGOMEZ I Space Above This Una for Rec rdees use only l GRANT DEED T.R.A. No.020-160 File o.: RIW-4826304 (SE) The Underslgned Grantar(s) Declare(s): DOCUMENTARY TRANSFER TAX $0.00; CTrY TRANSFER TAX $0.00; X computed an the aonsideratbn or full value of property conveyed, OR computed an the consideration or full value less value of Dens and/or encumbrances remalnbV at time of sale, unincorporated area: I X ] City d to Quints, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby. acknowledged, Paul Skillem and Dana Skillern, Trustees of The Skillem'Famliy Trust, as to an undivided S1% interest hereby GRANTS to Sorge L. Velarde and Suzanne Velarde, Trustees of The Velarde Family Trust the following described property in the City of La Quinta, County of Riverside, State of California: A 51% interest in and to: PARCEL 1: LOT 312 OF AMENDED TRACT NO. 29894-2, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON A SUBDIVISION MAP RECORDED DECEMBER 12, 2002, IN BOOK 327, PAGES 56 THROUGH 88, INCLUSIVE, OF MAPS AND AMENDMENT NO. 2 TRACT NO. 29894-2 RECORDED IN BOOK 359, PAGE 68 THROUGH 82, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 4 PARCEL 2: NONEXCLUSIVE EASEMENTS FOR ACCESS, INGRESS, EGRESS, DRAINAGE, MAINTENANCE, REPAIRS AND FOR OTHER PURPOSES, ALL AS DESCRIBED IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND RESERVATION OF EASEMENTS FOR THE HIDEAWAY OWNERS ASSOCIATION, RECORDED DECEMBER 13, 2002, AS INSTRUMENT NO. 2002-745938, OF OFFICIAL RECORDS. Mag Tax Statements To: SAME AS ABOVE Dated: February 09. 2015 .e DOC #2015-0133633 Page 2 of 2 04/02/2015 02:06 PM Grant Deed - continued Date: 02/09/2015 1 f Paul Skillem and Dana Skillem, Trustees of The Skillem Famliy Trust i Pa Skillern, Trustee Dana Skillern, Truste notary public or other officer r mpleting this certificate verifies only he identity of the individual who signed j he document to which this certificate is ttached, and not the truthfulness, ccuracy, or validity of that document. r f STATE OF \est t\.� c. )SS COUNTY OF ) i "k, w red before me, �1'(lOr N Sa RA'% f Notary Public, l appe SY �)� P M..\ y\ -\1 Cana n who proved to me on the basis of satisfactory evidence to be the person(s) whose names) are subscribed to the within instrument and acknowledged to me that IW/ Wthey executed the. same inn' J*jtheir authorized capacity(ies), and that by V' Qh)Vtheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 6 ' I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ?ural► Can MkSMn 1405789 '".. Pasuto • Comm Z '. S. natuMVCWMEMMftb1L201q This arena for official notarial seal Page 2 of 2 F r RECORDING REQUESTED BY: LAWYERS TITLE COMPANY Order No. 613683491 Escrow No. 685-A'Al Parcel No. 777-160-029-9 AND WHEN RECORDED MAIL TO: Bobby Jay Ford Jaye L.Ford CA 9111111�� GRANT DEED, THE UNDERSIGNED GRANTOR(S) DECLARES(S) THAT DOCUMENTARY TRANSFER TAX IS $440.00 and CITY S ® computed on full value of property conveyed, or ❑ computed on full value less liens or encumbrances remaining at the time of sale. ❑ unincorporated area: ® La Quinta, and FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Darrin K. Campbell and Lisa M. Campbell, Trustees of the Campbell Family Trust dated 11/01/02 hembyGRANT(S)to Bobby Jay Ford and Jaye L.Ford, Husband and Wife as joint tenants the following described real property in the County of Riverside, State of California: See Exhibit "A" attached hereto and made a part hereof, Date October 17, 2013 =Fitmily7st dated 1 ] c m By arrin K. Campbe , Trustee By. Lisa M. Campbell, Trustee STATE OF CALIFORNIA ) ^�_ p ISS COUNTY OF �D�g.` ) On !a�-i� � — before me, (LAMO-AW,U-G personally appeared Darrin K. Campbell and Lisa M. Cant be 1 who proved to me on the basis of satisfactory, evidence to be the perso s whose name(s) i subscn-bed to the within instrument and acknowledged to me that he/she/t t� executed the same in his/her/t alba' authorized capacity(ies), and that by his/herA& signatureQ on the instrument the person@, or the entity upon behalf of which the persorto acted, executed the instrument. I certify under PENALTY OF PERJURY and the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my and official seal. PUSU N1X::D Signature (Seal) M. 1 Mail Tax Statement to: SAME AS ABOVE'ar Address Noted Below Im IVE JUN 16 2014 Crff OF LA QUIRTA 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: / / U/_dDeveloper: Tract No.: Tract Name: Lot No.(s): J Address(s): �_5 " J/1 Phone Number: The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: ❑ CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❑ 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. _ 2. 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. . 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. 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. 5. 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. 7. Complete and sign the attached wateF 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 viewedat'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: / o I� - /EIV F-_.) Public Works Distribution: ( L ) Green Sheet to Building & Safety ( ) Green Sheet to Planning Department JUN 1 6 2014 Declined for approval for reason(s) as follow(s), please correct and resubmit: r!f TNl r,r' , A _ O TAChecklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc COM MUNI "' ��1v iA n' DEVELOPN, L id ;- City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Aareement (< 1 acre/lot or Infill Proiect) Project Information Project Contractor: Project Phase (check one) ❑ Construction Demolition Project Name: D2% Project Tract/Lot Numbers: Project Street Address: • Total Acres in Active Construction (< 1 acre per Lot): 14 /'L Anticipated Start Date: �P/ PS/( %Anticipated Completion Date: PM10 Contact Information Please note: Dust control is required construction status. Person listed business and non -business hours. 24 hours a day, 7 days a week, regardless of below is responsible for dust control during Name: Title: Guy? �- Company Name: / Mailing Address: City, State, ZIP Code: , �2 Primary Phone #: q Fax #: 24 Hour Emergency Phone#: 7id 'r;,4�2 Cell Phone #: Email Address: J ✓'��► W� S w L PM 10 Certificate #: c ,, The above stated property owner (or authorized representative): - -"" f/ LV v- ❖ 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 h harmless the City/County and its representatives from liability for any actions related to this dust con of plah or any City/County initiated abatement activities. Signature of P op ty Owner or Authorized Representative Dat. EsGil Corporation In Partnership with Government for Building Safety DATE: JUNE 18, 2014 JURISDICTION: LA QUINTA - PLAN CHECK NO.: 14-353 PROJECT ADDRESS: 53389 VIA BELLAGIO PROJECT NAME: SFR FOR FORD SET: II ❑ APPLICANT ❑ JURIS. ❑ PLAN REVIEWER ❑ FILE ® The plans transmitted herewith have been corrected where necessary and substantially. comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward, to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation .staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person . REMARKS: RECEIVED JUN 19 2014 By: ALI SADRE, S.E. Enclosures: CITY OF!A QUINTA EsGil Corporation COMMUNITY DEVELOPMENT ❑ GA ❑ EJ ❑ MB ❑ PC 6/12 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Plan Submittal Job Site Owner's N Number, Street, or PO City, State, Postal ( Owner's,Phone Nur Owner's E -Mail Ade Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contractor Number, Street or PO Box City, State, Postal Code Project Square Footage City Approval By Date of City Approval Building Permit Number: Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan 5/8/14 53389 Via Bellagio Bobby Ford 53389 Via Bellagio La Quinta, CA. 92253 Mike Jeha 760-200-3756 jehaconstruction(aDaol.com Mike Jeha Construction 3089 Sandstone Rd Alamo, CA. 94507 approx. 4200 sq ft E JUN fl 6 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Materials To Be Discarded: Product Tons Trash 16.00 Not recyclable Product Tons Asphalt 0.00 Recyclable Masonry (broken) 0.00 Recyclable Brick/Block 0.00 Recyclable Plaster 4.50 Recyclable Cardboard 0.00 Recyclable Scrap Metal 0.00 Recyclable Commingled 0.00 Recyclable Tile (floor) 0.25 Recyclable Concrete 19.00 Recyclable Tile (roof) 0.50 Recyclable Drywall 1.75 Recyclable Wood 4.00 Recyclable Donated / Reuse* 0.00 Recyclable Landscape Debris 0.00 Recyclable *Describe Items Totals: Recycle Trash Projected Diversion: 30.0 16.0 - 65.22% I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 50% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be Taken to an approvrd•recycler or transfer station. 3„ CITY OF LA QUINTA SUB -CONTRACTOR T". OWNER BUILDER �Jt JOB ADDRESS �- v �i PERMIT NUMBER This form shall be posted on the iob with the Buildir�g Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work _L_+„ +kic re+ ic+ ka nnnrnvari by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance I : Sladden Engineering 45090 Golf Center Parlt*vay, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, 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, 1emct, CA 92543 051) 766-8777 Fax (951) 766-8778 May 19, 2014 Project No. 544-14075 14-05-193 Mike Jeha Construction 53-408 Via Pisa La Quinta, California 92253 ' Project: Proposed Custom Residence 53-389 Via Bellagio The Hideaway — Lot 312 La Quinta, California Subject: Foundation and Grading Plan Review Ref: Geotechnical Update prepared by Sladden Engineering dated March 27, 2014; Project No. 544-14075, Report No. 14-03-113 As requested, we have reviewed the Precise Grading Plans prepared by Essi Engineering along .with the Foundation Plans and Details prepared°,b}' RA Structural Engineering. The plans reviewed were prepared for the custom residence' proposed for Lot 312 located at 53-389 Via Bellagio within the Hideaway Golf Club development 'in the City of La Quinta, California. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Update and the previous geotechnical reports have been properly incorporated into these plans. If. you have. questions regarding this memo or. the -above referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING BRETT L. �t`y Brett L. Anderson ANDERSON Z ( s9 m Principal Engineer `y Exp. 913011 M CIVIL l ENGINEERING Letter/gvm sr�Tc _ Copies: 4 / Mike Jeha Construction (9JE Sladden Englneerin 45090 Golf Center Parkway, Suite F, Indio, Cry 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, 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 9254 (951) 766-8777 Fax (951) 766-8778 March 27, 2014 Project No. 544-14075 14-03-113 Mike Jeha Construction 53731 Via Malloria La Quinta, California 92253 Project: Proposed Custom Residence 53-389 Via Bellagio - Lot 312 The Hideaway La Quinta, California Subject: Geotechnical Update Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESSW) dated September 22, 2000; File No. 07117-10, Report No. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by SIadden Engineering dated October 12, 2003; Project :No. 544-2199 Report No. 03-10-647 I _ 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 53-389 Via Bellagio within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence w11 be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during theroute grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of. residential structure foundations. Based upon our review of tl 'e referenced reports, it is our opinion' that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for .the design and construction of the proposed residential structure foundations. Sladden Engineering ti ` March 27, 2014 -2- Project No. 544-14075 14-03-113 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to 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 allowable bearing pressures recommended in the referenced grading report prepared by Sladden Engineering remain applicable. 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 should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may beiincreased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 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. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10 -mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CBC). Sladden Engineering ` March 27, 2014 -3- Project No. 544-14075 14-03-113 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic Ioading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/II/III Site'Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g St (Figure 1613.3.1): 0.671g 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 Sm1 (Equation 16-38 (Fv X S11):1.0068 SDs (Equation 16-39 12/3 X Smsl): 1.000g SDI (Equation 16-40 (2/3 X Sm1l): 0.671g Seismic Design Category: D 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. Testing indicates that the site soil is generally considered non- corrosive with respect to concrete. The testing indicated soluble sulfate content of 250 ppm (0.250 percent) that corresponds with the "negligible" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes isnot required. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson Principal Engineer SER/jg Copies: 4 / Addressee i,FES�lON R ONNO .y k= Z EXF• 3130114 R' r\ Et3G N'EER�NC' `Q Slailden Fyipineerinn LA QUttNTA Pl..ease verify that soils reports contain all of the above information, In addition, to assure 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 documents address all of the site soil conditions. La Quinti Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignificant and explicitly.so stated. Yes No Criterion U Foundation criteria based upon bearing capacity of natural or compacted soil. ® Foundation criteria to mitigate the effects of expansive soils. U Foundation criteria based upon bearing capacity..of natural or -compacted soil. U Foundation criteria to mitigate the effects of liquefaction. U Foundation criteria. to mitigate the effects of seismically induced differential settlement. ® Foundation criteda'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. i tl ladders Engineering 6782 Stanton Ave., Suite A, Buena Park, CA90621(714) 52370952 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 I � 1 t ' . 1 i i Date: March 27, 2014. Account No.: 544-14075 i Customer: Ochoa Design Associates Location: The Hideaway, 53-389 Via Bellagio, La �Quinta Analytical Report Sulfate Series Soluble Sulfates per CA 417 PPM 250 I I I + I� Soluble Chloride per CA 422 PPM . i 80 1 i' �I 1; i 4 � .1 I I. • II ' • r J • IIr ' f I • I 1 l { I i 'TABLE 19=A•2—REQUIREMENTS FOR SPECIAL EXPOSURE CONomorlG • � ' � • '6tAXIMUM htINIMUNI'�, NOR AL'-WEIG)-k AND • WATER=CEME)ftmoUS:; UG}i (ElGfir.• MATERIALS' RATIO BY. AGGREG'ATE-CONCRETE� EXPOSURE CONDITION •WEIGHT;NORI.tAL'',WEIGHT•' AGGREGATE CONCRETE x 0.00589.1or MPa Concrete intcndcd to have low permeability when I exposed to water f 0.50 4,000 Conerc)e exposed IOTTeezing and thawing in a moist SULFATE �SOii1�.I�N�SOIt, condition or to deicing chemicals 0.45 4,500 For corrosion projection for reinforced concrete P RCr t2TpGE BY WEIGHT SULFATE (SO4) IN WATER, ppm exposed to chlorides from deicing chemicals, salts or brackish water, orsprayfrom thesc'sources i 0.40 , 5,000 TABLE 19-A-3—REQUIREh1ENTS•FOFi,CONCRETE EXPOSF❑Tr),IIt Felr=er•nrJrnr►lr>rr.c�r.rrr,.,.r� . us+rcrsrturgrrtmay.bxcgatredforlowpetmcibility•orforproteetion Z against corrosion'of embedded items or frc z:ing and thawing (fable Seawater. ?Po—olan that has bren determined by test or service record to impm taining 7� V ccrncnt ve sulfate rrsistanee when used in concrete con- 2-264 on- 2 264 I 140FIMAL-WEIGF{T AGGR EIGTE I AGGREGATE CONCRETE M=IMum;WAter- (,,•Normal- yfelpht•and. WATER-SOLUBLECamenttlloua ! SULFATE SULFATE �SOii1�.I�N�SOIt, i r I MdtertalizRatJo;by:. • WdQQh4 - "°AoLWelpFit% tlphtwelphl' A0p�9ale, . Conerete,.palr EXPOSURE P RCr t2TpGE BY WEIGHT SULFATE (SO4) IN WATER, ppm CEMENTTYPE x 04M93orMPa , Co�etor Negligible 0.00-0.10 0-150 Moderate2, 0.10-020 150-1,500 if, IP(MS), is 050• 4,000 (MS) Scverr- 0.20-7A0 L 560-1'0,000 V 1' 0.45 4,500 Yety severe Ovcr 200 Ovcr 10,000 Y plus 0.45 4;500 pozzolan3 . us+rcrsrturgrrtmay.bxcgatredforlowpetmcibility•orforproteetion Z against corrosion'of embedded items or frc z:ing and thawing (fable Seawater. ?Po—olan that has bren determined by test or service record to impm taining 7� V ccrncnt ve sulfate rrsistanee when used in concrete con- 2-264 on- 2 264 I