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BWFE2019-0149 - ISSUED PERMIT WITH PERMIT DETAILS REPORTADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 8/5/2019 8/5/2019 EMAIL TO CONTRACTORE REQUESTING ENGINEERED DETAIL FOR ATTACHMENT AND WIND LOADS OF GATE. E-MAIL JAKE FUSON 11/6/2019 11/6/2019 NOTIFIED DEBBIE W/ DESERT CONTRACTING THAT PLANS WERE APPROVED AND PERMIT IS READY TO ISSUE. PUBLIC COUNTER VISIT AARON HICKSON 7/30/2019 7/30/2019 PER JW PERMIT NEEDED FOR GATE REPLACEMENT. USED WALL PERMIT IN ORDER TO ADD FEE FOR ELECTRICAL. ACCORDING TO APPLICANT PLANNING HAS SEEN ALUMAWOOD SAMPLE AND APPROVED. RESUBMITTAL JACK LIMA 10/29/2019 10/29/2019 2ND PLAN RESUBMITTAL MADE BY DEBBIE LEWIS OF DESERT CONTRACTING, INC. CONDITIONS Description: MORROW / AUTOMATED ALUMA-WOOD GATE Type: WALL/FENCE Subtype: SPECIAL/ENGINEERED DESIGN Status: FINALED Applied: 7/30/2019 AHI Parcel No: 767580013 Site Address: 55075 MONROE ST ST LA QUINTA,CA 92253 Approved: 11/6/2019 JFU Subdivision: Block: Lot: Issued: 11/7/2019 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 12/20/2019 crw Valuation: $5,600.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: INSTALLATION OF NEW ALUMA-WOOD ENTRY GATE [ENGINEERED DESIGN BY JOSEPH N. CICCHINI]. EXISTING COLUMNS TO REMAIN, ELECTRICAL CIRCUIT PERMITTED BY SEPARATE PERMIT (BELC2018-0113). 2016 CALIFORNIA BUILDING CODES. Printed: Monday, April 26, 2021 9:14:33 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2019-0149 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT KYLE SHINGLEDECKER / DESERT CONTRACTING INC 42816 DEL LAGO CT INDIO CA 92203 (949)533-5050 DEBBIE@DESERTCONT RACTINGINC.COM CONTRACTOR DESERT CONTRACTING INC 42816 DEL LAGO CT INDIO CA 92203 (949)533-5050 DEBBIE@DESERTCONT RACTING.COM ENGINEER JOSEPH CICCHINI, P.E PO BOX 4206 PALM DESERT CA 92261 (949)533-5050 OWNER MORROW RANCH LA QUINTA, LLC 55075 MONROE ST LA QUINTA CA 92253 (949)533-5050 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $53.37 $53.37 11/7/19 R55788 1114 CHECK DESERT CONTRACTING INC AHI WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $66.71 $66.71 11/7/19 R55788 1114 CHECK DESERT CONTRACTING INC AHI Total Paid for BLOCK WALL: $120.08 $120.08 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 11/7/19 R55788 1114 CHECK DESERT CONTRACTING INC AHI Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $ 1.00 $1.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 11/7/19 R55788 1114 CHECK DESERT CONTRACTING INC AHI Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 11/7/19 R55788 1114 CHECK DESERT CONTRACTING INC AHI Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$136.08 $136.08 Printed: Monday, April 26, 2021 9:14:33 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2019-0149 ATTACHMENTS BOND INFORMATION DATE DATE FOOTINGS DCL 12/4/2019 12/4/2019 CANCELED CONTRACTOR CALLED TO CANCEL INSPECTION DUE TO RAIN. FOOTINGS DCL 12/5/2019 12/5/2019 DISAPPROVE D - NO APPROVED PLANS ON SITE. FOOTINGS KKI 12/6/2019 12/6/2019 APPROVED FINAL**DCL 12/20/2019 12/20/2019 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS (1 DAY) BUILDING BUCKET 7/30/2019 7/31/2019 8/5/2019 REVISIONS REQUIRED Planning has approved the materials, But after further review with the building department the city will need to see a design for the gate stamped by an engineer or Architect. That includes wind loads and attachment details for the mounting of the hardware. 1ST PLANNING – ETRAKIT (1 DAY) CARLOS FLORES 7/30/2019 7/31/2019 7/31/2019 READY FOR APPROVAL APPLICANT HAD PREVIOUSLY SHOWN PLANNING STAFF PROPOSAL TO HAVE VINYL INFILL FOR VEHICULAR GATE. VINYL INFILL IS NOT ALLOWED FOR VEHICULAR GATES. THIS NEW PROPOSAL HAS ALUMINUM, WHICH IS ALLOWED FOR VEHICULAR GATES. ORNAMENTAL IRON/TUBULAR STEEL/METAL ARE ALLOWED FOR VEHICULAR GATES. 2ND PLANNING (1 WK) CARLOS FLORES 10/28/2019 11/4/2019 11/4/2019 READY FOR APPROVAL 2ND BLDG STR (1 WK) JAKE FUSON 10/28/2019 11/4/2019 11/6/2019 APPROVED PARENT PROJECTS Printed: Monday, April 26, 2021 9:14:33 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2019-0149 78-495 CALLE TAMPICO D "i- VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/7/2019 Permit Type/Subtype: WALL/FENCE/SPECIAL/ENGINEERED DESIGN Owner: Application Number: BWFE2019-0149 MORROW RANCH LA QUINTA, LLC Property Address: 55075 MONROE ST ST 55075 MONROE ST APN: 767580013 LA QUINTA, CA 92253 Application Description: MORROW / AUTOMATED ALUMA-WOOD GATE Property Zoning: Application Valuation: $5,600.00 Applicant: 'A' 5 D Contractor: KYLE SHINGLEDECKER / DESERT CONTRACTING INC D DESERT CONTRACTING INC 42816 DEL LAGO CT 42816 DEL LAGO CT INDIO, CA 92203 NOV 0 7 2019 INDIO, CA 92203 760) 342-4822 CITY OF LAQUINTA LIc. No.: 904718 DESIGN & DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: J L License No.:j$ Date: I 1 /Z 1 Contract OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1, as owner cf the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I am exempt under Sec. B.&P.C. for this reason Da Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ C.). Lender's Na Lender's WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of th rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: ACE A ERICA INSVEA—NCLjLMMNy Policy Number: C66362073 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of bur Code, I shall forthwith comply with those provlslolj .-- 5 Date: a Applican WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance ofthis permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes Date: [ L SI nature (Applicant or Age Q.- Date: 11/7/2019 Application Number: BWFE2019-0149 Property Address: 55075 MONROE ST ST APN: 767580013 Application Description: MORROW / AUTOMATED ALUMA-WOOD GATE Property Zoning: Application Valuation: 5,600.00 Applicant: KYLE SHINGLEDECKER / DESERT CONTRACTING INC 42816 DEL LAGO CT I N DI O, CA 92203 Owner: MORROW RANCH LA QUINTA, LLC 55075 MONROE ST LA QUINTA, CA 92253 Contractor: DESERT CONTRACTING INC 42816 DEL LAGO CT I N DI O, CA 92203 760)342-4822 Llc. No.: 904718 Detail: INSTALLATION OF NEW ALUMA-WOOD ENTRY GATE [ENGINEERED DESIGN BY JOSEPH N. CICCHINI]. EXISTING COLUMNS TO REMAIN, ELECTRICAL CIRCUIT PERMITTED BY SEPARATE PERMIT (BELC2018-0113). 2016 CALIFORNIA BUILDING CODES. INFORMATIONFINANCIAL DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 53.37 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 66.71 Total Paid for BLOCK WALL: $120.08 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 taPERMITQdAra cAurORNIA 1 PLAN LOCATION: Project Address: 5 d507S ,n7e Cjf"" Project Description: APN #: Applicant Name: K P , Address: City, ST, Zip: Telephone: Email: Valuation of Projects! - Contractor Name:,s,,,n New SFD Construction: Address: 7 ? j& &v i Conditioned Space SF City, St, Zip q. r•.. 4— e—A-r Garage SF Telephone: 2.2-01 Patio/Porch SF Email: Fire Sprinklers SF State Lic: ,Z City Bus Lic: 7g 7,' Architect/Engineer Name: Construction Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: Units: Email: State Lic: City Bus Lic: Property Owner's Name: New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY Submittal Required Received Plan Sets Structural Calcs Truss Calcs Title 24 Calgs Soils Report Grading Plan (PM10) i J Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees i Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License M Q EXISTING MASONRY O EMA N EXISTING MASONRY COLUMN TO REMAIN 3'-0" COLUMN TO REMAIN EXISTING 6' 0" CMU EXISTING 6'-0" CMU WALL _- _ _ - _. _ WALL TO REMAIN TO REMAINP , a rc` n ° a. fi REMOVE EXISTING STEEL % I 1t REMOVE COLUMN EXISTING STEEL COLUMN if . t REMOVE EXISTING STEEL j GATE _ EXISTING PAVING TO REMAIN EXIS LNG. PLAN SCALE: 1/4"=1'-O" EXISTING MASONRY I I ///''' EXISTING MASONRYCOLUMN COLUMN EXISTING 6-0" (;MU WALL \ P 4 e .° EXISTING 6'-0" CMU WALL - - - HSS-Ty¢k3Y2x%" GATE FRAMING TO BE TUBE STEEL. SEE SOLID FILL MANUFACTURERS PLANS DESIGN FOR AL6MA-W000, TYR. COMPLETE CONSTRUCTION INFORMATION. GATE DESIGN IS NOT A PART OF THIS PLAN.. EI+EVATION SCALE: 3/8"=V-0" DHSS-T3Ytz3zk3" HSS-T31gx3, x%" r ----- D N G GA SCOTT MORROW RESIDENCE 55075 M ON ROE LAQUINTA, CA 92253 N 4-#4 VE 3 TIES©1 HSS-T3Yx3Y2x3/6" EXISTING ASPHALT PAVING A+ny III=III. III \ o 11- 4 REBAR THRU COLUMN, ONE EACH WAY COMPACTED SUBGRADE 11-2fl RUP PER DETAIL RIGHT EL AND GATE TRAQK 4 TOP AND BOTTOM 2 FOUNDATION DETAIL U SCALE: "=1'-O" JOSEPH N. CICCHINI, P,E. P.O. BOX 4206 PALM DESERT, CA 92261 TEL: 760-776-6687 jncpe@col.com A RE -INSPECTION FEE OF $ WILL BE CHARGED IF THE APPROVED PLANS AND JOB CARD ARE NOT ON THE SITE FOR A SCHEDULED INSPECTION. NO EXCEPTIONS! BEND SCHEDULE BAR SIZES D 3 THRU 8 6d 9 THRU #11 8d 14 THRU #18 tOd d = DIAMETER OF REINF. BAR MAY NOT BE USED IN MASONRY WALLS T-F STIRRUPS AND TIES It R u 90 HOOKr - I Iu I N D 180' HOOK 8 MIN.) LAP PER DETAILED AB OTHERWISE TAILED OR 1- 1/3 MAX AGGREGATE 6-` 6 MAX. SLOPE & OFFSET W Zolq-ol l9 BUILDING DIVISION EWED ' JI , IY S1ZED DEBRIS CONTAINEREVI ODE O S RFOIIIRED ON THE JOB SITE DURING ALL COMPLIANCE ASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY FAILURE TO DO SO DAT1 BYt J MAY CAUSETHECITYTOHAVE THE CONTAINERrN'i112i C)oW DUMPED AT THE EXPENSE OF THE OWNER/ CONTRACTOR" xp 7 9 { a n>taa. to 5=1O M.1: Ir ut Code llovrdays: None Sc t t lbvrt36tN AL1 - E FeEaV: (} Wl n a.m. to /:Oi p.m. v: H°alai a.na. to 3:00 P.m. Nu, toCi .x. ent Code Holidays: None LOCATION PLAN SCALE. 1/ 16"-1'-0" const,UcfiOn is t'u P .7,7ED r On the TOl10VehEb ,GOe OIiCayS: NR%^7Yur' s Day Dr. " 1LIn LU er King Day President's Day l0worial Day Independence Day Labor Day i 1 Veteran's Day s Thanksgiving Day t Christmas Day. FtOFESS/O NO PART THEREOF OF THESE PLANS SHALL C41 BE REPRODUCED, COPIED, ADAPTED. DISCLOSED ORDISTRIBUTED TO OTHERS, SOLD, PUBLISHED HED OROTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF N o. 35727 Z M AND APPROPRIATE COMPENSATION TO P. 6/ 30@ to -2- it * JOSEPH N. CICCHINI, P.E. VISUAL CONTACT WITH THE DRAWINGS OR a I V I P SPECIFICATIONS SHALL CONSTITUTE E pF CONCLUSIVE EVIDENCE OF ACCEPTANCE OF CALiFO THESERESTRICTIONSDESIGNCRITERIA 1. SOILS NO SOILS REPORT HAS BEEN PROVIDED: ALLOWABLE PASSIVE SOIL CAPACITY; 100 PCF MAXIMUM PASSIVE CAPACITY: 1,500 PSF 2. LATERAL LOADS: RISK' CATEGORY: I WIND; SPEED= 110 MPH ULTIMATE WIND' EXPOSURE: C 3. DESIGN LOADS: SOLID SIGN HORil WIND= 13.68 PSF GENERAL REQUIREMENTS 1. ALL,, WORK PERFORMED SHALL COMPLY WITH THESE GENERAL REQUIREMENTS UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 2. ALL,, CONSTRUCTION SHALL COMPLY WITH THE 2016 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL„ PLUMBING, FIRE, 2016 ENERGY CODE, 2016 CAUFORNIA GREEN BUILDING STANDARDS CODE, AND THE CITY OF LAQUINTA MUNICIPAL CODE. 3. ALL WORK SHALL COMPLY WITH THE STANDARD SPECIFICATIONS OF THE ASTM AS NOTED HEREIN AND AS REQUIRED BY THE APPLICABLE PORTIONS OF THE 2016 CALIFORNIA BUILDING CODES. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. ALL WORK IS TO BE PERFORMED BY CALIFORNIA LICENSED CONTRACTORS. 5. ON- 4SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SU CONTRACTOR. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWING. 6. ENGINEER OF RECORD IS TO BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR SHOULD ANY QUESTION ARISE OR ANY DISCREPANCY BE FOUND PERTAINING TO THE WORKING DRAWINGS AND/OR SPECIFICATIONS. 7. NO , DEVIATIONS FROM THESE REQUIREMENTS AND STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. APPROVAL BY THE BUILDING OFFICIAL DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. 8. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT IMPLY THE ASSUMPTION OF ANY RESPONSIBILITY IN THIS REGARD. 9. SPECIAL INSPECTION PER BUILDING CODE SEC. 1704 IS REQUIRED AND APPLIES TO THE TYPE OF WORK INDICATED ON THE PLANS, AND THESE GENERAL NOTES. NOTE: SPECIAL INSPECTORS QUALIFICATIONS AND RESPONSIBILITIES SHALL COMPLY WITH BUILDING CODE SECTION 1701. 11. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR IS RESPONSIBLE TO CHECK ALL DIMENSIONS, COORDINATE WITH THE WORK OF OTHER CONSULTANTS AND TRADES TO ENSURE COMPLIANCE WITH REQUIREMENTS. 12. THE ENGINEER SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION ISSUES, WHETHER RELATED TO CONCRETE SLABS, FOOTINGS, FOUNDATIONS, OR OTHERWISE. OWNER, SOILS ENGINEER AND CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR SUCH ISSUES, AND WILL INDEMNIFY THE ENGINEER AGAINST SUCH CLAIMS. 1. ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 19, SPECIAL INSPECTIONS AND VERIFICATIONS SHOULD BE PROVIDED IN RCCORDANCE WITH SECTION 1705.3. 2, CEMENT SHALL CONFORM TO SECTION 1903 OF THE BUILDING CODE AND SHALL CORRESPOND TO THAT ON WHICH THE SELECTION OF CONCRETE PROPORTIONS WERE BASED. 3. CONCRETE AGGREGATES SHALL CONFORM TO BUILDING CODE SECTION 1903. 4. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM C150. FOR CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE >/= 0.13 BY WEIGHT USE TYPE II, FOR SULFATE >/= 0.2% BY WEIGHT, USE TYPE V. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615. USE GRADE 40 FOR BAR SIZES #3 AND #4, AND GRADE 60 FOR BAR SIZES #5 AND LARGER. 6. THE 28 DAY MINIMUM COMPRE$IVE STRENGTH SHALL BE F'c=2,500 PSI, THE WATER TO CEMENT RATIO SHALL NOT EXCEED 6Y GALLONS PER SACK OF CEMENT MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD, MAXIMUM SLUMP=4" T SPECIAL INSPECTION IS REQUIRED FOR CONCRETE WITH F'c>2500 PSI, 8. PERIODIC SPECIAL INSPECTION FOR EPDXY ANCHORS SET IN HARDENED CONCRETE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1705.3 OF THE 2016 CALFORNIA BUILDING CODE. 9. ALL REINFORCING, DOWELS, HOLDOWNS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND APPROVED BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE POURING OF ANY CONCRETE. 10. MINIMUM CONCRETE COVER FOR REINFORCING: A. CONCRETE PLACED AGAINST THE EARTH NOT FORMED..... 3" B. CONCRETE FORMED OR TROWELED ...... 2" C, WALLS AND CURBS ................. 1Y- D, SLAB ON GRADE ...AT CENTER 11. SPECIAL INSPECTIONS FOR ALL MASONRY CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1705,4. STRUCTURAL STEEL 1, ALL' STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 22 AND REFERENCE. 2, STEEL $ HALL BE PRIMED WITH A RUST RESISTANCE PRIMER AND SHOULD CONFORM TO ASTM A36 (Fy=36KS1) AS A MINIMUM, UNLESS OTHERWISE NOTED. 3, STEEL PIPE SHALL CONFORM TO ASTM A531 GRADE B (Fy=35KSI). 4. ROUND HSS TUBING SHALL CONFORM, TO ASTM A500 , GRADE B (Fy=46KSi). 5, RECTANGULAR AND SQUARE HSS TUBING SHALL CONFORM TO ASTM A500, GRADE B (Fy=46KSI). 6, ALL STRUCTURAL WELDING PROCEDURES AND MATERIALS SHALL CONFORM TO BUILDING CODE, SECTION 2204.1, ALL WELDING SHALL BE BY THE,SHIELD METAL ARC WELDING PROCESS OR THE SUBMERGED ARC WELDING PROCESS, USING E70XX-LOW HYDROGEN ELECTRODES, UNLESS OTHERWISE NOTED. 7, ALL BOLTS FOR CONNECTIONS OF STEEL MEMBERS $HALL CONFORM TO BUILDING CODE, SECTION 2204.2. HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED AND SHALL BE X6" LARGER THAN BOLT DIAMETER. 8. ALL SHOP WELDING AND FABRICATION MUST BE DONE IN A SHOP APPROVED BY A SPECIAL INSPECTION AGENCY WHICH IS APPROVED BY THEI BUILDING OFFICIAL. ALL FIELD WELDING MUST BE PERFORMED BY A CERTIFIED WELDER AND A SPECIAL INSPECTOR SHALL CONTINUOUSLY INSPECT ALL STRUCTURAL FIELD WELDING. BOTH SHALL BE APPROVED BY THE BUILDING OFFICIAL. SPECIAL INSPECTION FOR WELDING SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17, SECTION 1795.2 OF THE 201E CALIFORNIA BUILDING CODE 9, WHERE SPECIAL INSPECTIONS ARE REQUIRED FOR STEEL ELEMENTS THEY SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17, SECTION 1705. 2 OF THE 2016 CALFORNIA BUILDING CODE. OWNER: SCOTT MORROW 55075 MONROE LAQUINTA, CALIFORNIA 92253 PHONE: (949) 533-6205 IIIENGINEERII JOSEPH N. CICCHINI, P.E. P.O. BOX 4206 j PALM DESERT, CALIFORNIA 92260 PHONE: (760) 776-6687 LEGAL DESCRIOTIOM 4.36 ACRES M/L IN POR LOT 15 MB 444/088 TR 32742 AND POR SE 1/4 OF SEC 15 T6S R7E A.P, N. 780-170-001, 780-170-002 SCOPE OF WORK: REMOVE EXISTING METAL SWING OPEN GATE, REPLACE WITH METAL. SLIDE OPEN GATE. SHEET INDEX: S1.0 PLOT PLAN, ELEVATION, FOUNDATION PLAN, DETAIL I RECEIVED OCT 2 8 2019 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT No. Date Revision Sheet Description: EXISTING PLAN, DEMOLITION PLAN, NEW PLAN, FOUNDATION PLAN, ELEVATION, DETAILS AND NOTES Scale AS SHOWN Drawn JNC Checked Date 10- 04-19 Project# 2019- 006 r s 2 9 00 1- _ N Q 2 r Z S1.0 3 Sheet 1 of 1