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BPAT2019-007478-495 CALLE TAMPICO D 4XPQ" LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: PATIO COVER/SPECIAL/ENGINEERED DESIGN - OPEN/ENCLOSED Application Number: BPAT2019-0074 Property Address: 50330 VALENCIA CT CT APN: 773390013 Application Description: CHITWOOD / 126SF COVER PATIO AT REAR YARD Property Zoning: Application Valuation: $20,000.00 Applicant: MIKE VAN PARYS / LANG CONSTRUCTION & DEVEL PME INC 80590 CAMINO SAN GREGORIO JAN 14 2020 INDIO, CA 92203 0 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/14/2020 Owner: Chitwood , Nancy P / Chitwood , William H 50330 VALENCIA CT LA QUINTA, CA 92253 Contractor: LANG CONSTRUCTION & DEVELOPMENT INC 80590 CAMINO SAN GREGORIO INDIO, CA 92203 CITY OF LA WIN IA (760)772-7744 DESIGN& DEVELOPMENT DEPARTMENT Llc. No.: 748605 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: B License No.: 748605 Date: . 20 Contractor: , g_gq C I t.t OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: 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 wo or which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE fUND Policy Number: 1889409 _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 15f% Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. Date: OK) --Ap Signature (Applicant or Agent): Date 1/14/2020 Application Number: BPAT2019-0074 Property Address: 50330 VALENCIA CT CT APN: 773390013 Application Description: CHITWOOD / 126SF COVER PATIO AT REAR YARD Property Zoning: Application Valuation: $20,000.00 Applicant: MIKE VAN PARYS / LANG CONSTRUCTION & DEVELOPMENT INC 80590 CAMINO SAN GREGORIO I N DIO, CA 92203 Owner: Chitwood , Nancy P / Chitwood , William H 50330 VALENCIA CT LA QUINTA, CA 92253 Contractor: LANG CONSTRUCTION & DEVELOPMENT INC 80590 CAMINO SAN GREGORIO INDIO, CA 92203 (760)772-7744 LIc. No.: 748605 Detail: 126SF PATIO COVER AT REAR YARD [ENGINEERING] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - INTERWEST PLANS EXAMINER 101-0000-42600 0.8 $80.00 DESCRIPTION ACCOUNT CITY AMOUNT HOURLY CHARGE - INTERWEST PLANS EXAMINER 101-0000-42600 0.8 $80.00 Total Paid for BLDG CITY STAFF - PER HOUR: $160.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER, DESIGNED 101-0000-42404 0 $148.12 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, DESIGNED PC 101-0000-42600 0 $186.76 Total Paid for PATIO COVER / COVERED PORCH / LATTICE 2019: $334.88 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $2.60 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $2.60 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS:4: QaLqra CALIFORNIA PERMIT # ASP.4T ( 1-- OQi 7 PLAN LOCATION. Project Address: 5-0 .- 3'36> �"y�lat�s=L Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: pal L l�tiC� �Tl b App l t-- Applicant Name: S� IPA Address: City, ST, Zip: Telephone: Email: Valuation of Project $ 2o Doa G Contractor Name: bA New SFD Construction: Address: QS f? v Conditioned Space SF City, St, Zip r O Garage SF Telephone: a, 7? yolAt Patio/Porch SF Email: Fire Sprinklers SF State Lic: 73 e NCO City Bus Lic: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: Property Owner's Name: Address: City, ST, Zip Telephone: 76a —%. < � I* �� I New Commercial / Tenant Improvements: Total Building Construction Type 78495 CALLE TAMPICO LA QUINTA, CA 92253 (760)777-7125 WWW.LAQUINTACA.GOV Occupancy: SF ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JULIO ANAYA 12/7/2019 12/7/2019 emailed applicant to inform them, review is completed and will required correction. PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED AARON HICKSON 12/2/2019 12/2/2019 REVISIONS REQUESTED PLAN CHECK PICKED UP ARMANDO MAGALLON 12/11/2019 12/11/2019 BY APPLICANT FOR CORRECTIONS PUBLIC COUNTER VISIT JACK LIMA 12/27/2019 12/27/2019 APPLICANT SUBMITTED PLANS WITHOUT STRUCTURAL CALCULATIONS. APPLICANT WILL RETURN WITH CALCULATIONS. PLANS ARE LOCATED ON MY SIDE DESK. APPLICANT PROVIDED STRUCTURAL CALCULATIONS. PUBLIC COUNTER VISIT JACK LIMA 1/14/2020 1/14/2020 PERMIT ISSUED TO LARRY LANG. CONDITIONS Description: CHITWOOD / 126SF COVER PATIO AT REAR YARD Type: PATIO COVER Subtype: SPECIAL/ENGINEERED DESIGN - OPEN/ENCLOSED Status: FINALED Applied: 11/18/2019 AHI Parcel No: 773390013 Site Address: 50330 VALENCIA CT CT LA QUINTA,CA 92253 Approved: 1/13/2020 JAN Subdivision: TR 30125-2 Block: Lot: 13 Issued: 1/14/2020 JLIM Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/30/2020 crw Valuation: $20,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 126SF PATIO COVER AT REAR YARD [ENGINEERING] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES Printed: Friday, March 21, 2025 3:17:35 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER BPAT2019-0074 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT MIKE VAN PARYS / LANG CONSTRUCTION & DEVELOPMENT INC 80590 CAMINO SAN GREGORIO INDIO CA 92203 LARRY@LCDINC.NET CONTRACTOR LANG CONSTRUCTION & DEVELOPMENT INC 80590 CAMINO SAN GREGORIO INDIO CA 92203 LARRY@LCDINC.NET OWNER Chitwood , Nancy P / Chitwood , William H 50330 VALENCIA CT LA QUINTA CA 92253 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY HOURLY CHARGE - INTERWEST PLANS EXAMINER 101-0000-42600 0.8 $80.00 $80.00 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM HOURLY CHARGE - INTERWEST PLANS EXAMINER 101-0000-42600 0.8 $80.00 $80.00 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM Total Paid for BLDG CITY STAFF - PER HOUR: $160.00 $160.00 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 PATIO COVER, DESIGNED 101-0000-42404 0 $148.12 $148.12 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM PATIO COVER, DESIGNED PC 101-0000-42600 0 $186.76 $186.76 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM Total Paid for PATIO COVER / COVERED PORCH / LATTICE 2019: $334.88 $334.88 Printed: Friday, March 21, 2025 3:17:35 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER BPAT2019-0074 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FOOTINGS KKI 1/21/2020 1/21/2020 APPROVED FRAMING CGAR 2/5/2020 2/5/2020 PARTIALLY APPROVED SUBMIT REVISION FOR WOOD BURNING FIREPLACE INSTEAD OF GAS AS LISTED ON SHEET A2.0, ADD JOIST HANGER AT RAFTER AT SE CORNER OF STRUCTURE. EPOXY REPORT ON FILE. ROOF NAIL CGAR 2/5/2020 2/5/2020 APPROVED FRAMING KKI 2/6/2020 2/6/2020 APPROVED OKAY TO WRAP KKI 2/6/2020 2/6/2020 APPROVED LATH KKI 2/24/2020 2/24/2020 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 SMI - RESIDENTIAL 101-0000-20308 0 $2.60 $2.60 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM Total Paid for STRONG MOTION INSTRUMENTATION SMI: $2.60 $2.60 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 1/14/20 R58154 11311 CHECK MIKE VAN PARYS / LANG CONSTRUC JLIM Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$513.48 $513.48 Printed: Friday, March 21, 2025 3:17:35 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER BPAT2019-0074 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/5/2020 CHARLES GARRISON BPAT2019-0074 - Epoxy Report.pdf BPAT2019-0074 - Epoxy Report.pdf 1 DOC 11/26/2019 INTERWEST 201910408 PC1 - Residential Full.docx 201910408 PC1 - Residential Full.docx 0 BOND INFORMATION FINAL**AOR 3/23/2020 3/23/2020 DISAPPROVE D CORRECTIONS:-INUSE COVERS REQUIRED FOR RECEPTACLES.-WR TYPE RECEPTACLES REQUIRED.-CHIMNEY LISTING/INSTALL INFORMATION REQUIRED FOR PROPER SUPPORT OF TERMINATION.WOOD BURNING ASTRIA MODEL FIREPLACE INSTALLED WITHOUT GAS SERVICE. FINAL**DCL 3/30/2020 3/30/2020 APPROVED - ALL PREVIOUS CORRECTIONS ADDRESSED. IN-USE COVERS WITH WET RATED RECEPTACLES INSTALLED, AND CONTRACTOR PROVIDED MANUFACTURER SPECIFICATIONS FOR FIREPLACE VENT TO JUSTIFY INSTALLATION. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS (1 WK)JULIO ANAYA 11/18/2019 11/25/2019 12/7/2019 REVISIONS REQUIRED please reference to 1st full review correction list 1ST BLDG STR (1 WK)INTERWEST 11/18/2019 11/25/2019 11/26/2019 REVISIONS REQUIRED PC1 plans to be delivered via GSO Tracking # 547077836 2ND BLDG STR (1 WK)INTERWEST 12/27/2019 1/8/2020 1/8/2020 APPROVED Approved plans to be delivered via GSO Tracking 547537695. 2ND BLDG NS (2 WK)JULIO ANAYA 12/27/2019 1/10/2020 1/13/2020 APPROVED PLANS ARRIVED FROM INTERWEST APPROVED. LOCATED IN RES. BIN 4B. PARENT PROJECTS Printed: Friday, March 21, 2025 3:17:35 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER BPAT2019-0074 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/26/2019 INTERWEST La Quinta - 201910408; BPAT2019-0079 - Invoice 55196.pdf La Quinta - 201910408; BPAT2019-0079 - Invoice 55196.pdf 0 DOC 1/8/2020 INTERWEST La Quinta - 201910408; BPAT2019-0079 - Invoice 56156.pdf La Quinta - 201910408; BPAT2019-0079 - Invoice 56156.pdf 0 DOC 1/8/2020 INTERWEST 201910408 PCF - Residential Full.docx 201910408 PCF - Residential Full.docx 0 DOC 12/7/2019 JULIO ANAYA 1ST FULL REVIEW CORRECTION LIST BPAT2019-0074 -1ST FULL REVIEW CORRECTION LIST.pdf 1 Printed: Friday, March 21, 2025 3:17:35 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER BPAT2019-0074 BOUNDARY NAILI"'^ 2x BLK'G w/ SIMPSON A35 CLIP EA. BLK'G (24" o.c. MAX.) ni \nni/­,nr% nnt-Nr SHEATH. PER G.S.N. / I/ "---SIMPSON A35'S AT EA. RAFTER BEAM PER PLANS--/ SIMP. "HU" HANGERS © EACH CEILING JOIST TO BEAM ROOF RAFTERS AND CEILING JOISTS AT PATIO 2x BLOCKING— PLYWOOD ROOF SHEATH. TRUSSES — SEE PLAN SIMPSON A35 CLIP (SHEAR TRANSFER NAILING) PER SHEAR WALL SCHEDULE (24" o.c. MAX. ELSEWHWERE) SIMPSON H2.5 ANCHOR MIN. 3/8" THK. SHEATH. BEAM — AS OCCURS, SEE PLAN SIMPSON H2.5 @ 2'-0" o.c. BOUNDARY NAILING EDGE NAILING "U SLOPED HANGERS ROOF SHEATHING ROOF RAFTERS — /—PER PLAN 3x LEDGER w/ 3/8" DIA. LAG SCREWS x 5" LONG © 6" o.c. SIMPSON "U" HANGERS @ EACH CEILING JOIST TO BEAM AT TYPICAL PATIO RAFTERS SIMPSON MSTI60 STRAPTIES BEAMS PER PLAN "CCQ" POST CAP TO MATCH BEAM WIDTH -- POST PER PLAN BEAMS PER PLAN BEAMS PER PLAN PERPENDICULAR BEAM AS OCCURS w/ HGLTV TOP FLANGE HANGERS ���-- MSTI60 STRAPTIES - �— MSTI26 STRAPTIES EA. SIDE "ECCQ" POST CAP TO MATCH BEAM WIDTH POST PER PLAN POST PER PLAN t�__ NOTE: AT POST TO SILL PLATE, USE SIMPSON A44 ANGLES EACH SIDE OF POSTS U.N.O. NOTE: AT POST TO SILL PLATE, USE SIMPSON A44 ANGLES EACH SIDE OF POSTS U.N.O. POST CAPS AT ALL BEAMS 6x12 OR LARGER AND ALL PARALLAM STRAPTIES AT ALL BEAMS SMALLER THAN 6x12 OR MANUFACTURED LUMBER BEAMS TYPICAL TYPICAL POST AND BEAM CONNECTION NOTE : FOR ALL DOWELS, USE SIMPSON "SET—XP" EPDXY ADHESIVE OR EQUIVALENT (ICC—ES—ESR-2508) INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EPDXY EMBED DEPTH OF ANCHOR BOLTS AT EXISTING FOOTINGS TO BE MIN. 8" AT SILL BOLTS AND 12" MIN. AT HOLDDOWN BOLTS. CONTINUOUS SPECIAL INSPECTION OF EPDXY ANCHORS REQUIRED STUDWALL WHERE OCCURS 2x P.T.D.F. SILL PLATE WITH 5/8" DIA. x 12 LONG MIN. ANCHOR BOLTS w/ ALTERNATELY: POST PER PLANS 3"x3"xO.229" PLATE WASHERS PER w/ CBSQ POST BASE PER PLAN SHEARWALL SCHEDULE AS REQUIRED WHERE OCCURS (PROVIDE MIN. CONCRETE EDGE DISTANCE PER EXISTING SLAB MANUFACTURER AT CBSQ POST BASE) p - -- ., I II tL 10;' . 8„ d. -------------1—#4 DOWELS x 18" LONG NEW FOOTING PER PLANS ° .° AT 18" o.c. — EPDXY GROUT INTO EXISTING SLAB — TYP. NEW FOOTING AT EXISTING SLAB ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER — PER CBC SECTION 2304.9.51 � % 1 A55E55OR'5 PARCEL NUMBER (A.P.N.) - '113-3q0-013 PROPERTY SIZE: 8,216 50. FT. (0.1q ACRES) TYPE OF CONSTRUCTION: TYPE VB HI6H FIRE HAZARD: NO ZONING: RL ZONING OCCUPANCY: R3 / U1 SETBACK REQUIREMENTS: FRONT YARD = 10'-0" FRONT YARD GARAGE = 15-0" 51DE YARDS = 5-0" REAR YARD = 15-0" NOTES: 1. PROPOSED CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA RE51DF-NTIAL (CRC), THE 2016 CALIFORNIA BUILDING CODE (GBG), THE 2016 MECHANICAL CODE (GMC), THE 2016 CALIFORNIA ELECTRICAL CODE (GEC), THE 2016 CALIFORNIA PLUMBING CODE (CPG), THE 2016 CALIFORNIA GREEN BUILDING $ ENERGY CODES, A5 WELL AS THE CITY OF LA OUINTA MUNIGIPLE CODE. 2. TH15 PROP05ED PROJECT TO BE EXTERIOR WORK ONLY, THERE 15 NO INTERIOR WORK BEING PROPOSED. AREA OF EXI5TIN0 RESIDENCE: = 2,148 50. FT. AREA OF EXI5TIN6 2 -GAR GARAGE: = 404 50. FT. AREA OF EXI5TIN0 1 -GAR GARAGE: = 15150. FT. AREA OF EX15TINO COVERED PATIO: = 126 50. FT. AREA OF PROP05ED COVERED PATIO EXPAN51ON: = 1.2.2 50. FT. AREA OF EXI5TING RESIDENCE $ GARAGES: 3,333 50. FT. TOTAL PROPOSED BUILDING AREA: - 3,551 50. FT. AREA OF 51TE = 8,216 50. FT. MAXIMUM ALLOWED 51TE COVERAGE = 50% = 4,363 50. FT. 51TE COVERAOE OF PROPOSED RESIDENCE = 3,551 50. FT. 3,581 50. FT. = 43% OF 8,216 50. FT. - OK SHEET I ; A1.0 51TE PLAN, BUILDING $ 51TE INFORMATION, VICINITY MAP $ NOTES A2.0 FLOOR, FOUNDATION, ROOF FRAMING PLANS $ NOTES P05ED A3.0 EXTERIOR ELEVATIONS, BUILDING SECTIONS 8 NOTES ION 51.0 GENERAL $ 5TRUGTURAL NOTES BUILDING CODE COMPLIANCE REVIEW THIS SET OF PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE- WITH THE LOCALLY -ADOPTED CODES RELATED TO THIS PROJECT'S STATED SCOPE OF WORK BY: INTE 4,;ES CONSULTGROUPTE: 1 1 4 LutaiKcG m 100 no frill 11/14/19 DATE C v l A55E55OR'5 PARCEL NUMBER (A.P.N.) - '113-3q0-013 PROPERTY SIZE: 8,216 50. FT. (0.1q ACRES) TYPE OF CONSTRUCTION: TYPE VB HI6H FIRE HAZARD: NO ZONING: RL ZONING OCCUPANCY: R3 / U1 SETBACK REQUIREMENTS: FRONT YARD = 10'-0" FRONT YARD GARAGE = 15-0" 51DE YARDS = 5-0" REAR YARD = 15-0" NOTES: 1. PROPOSED CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA RE51DF-NTIAL (CRC), THE 2016 CALIFORNIA BUILDING CODE (GBG), THE 2016 MECHANICAL CODE (GMC), THE 2016 CALIFORNIA ELECTRICAL CODE (GEC), THE 2016 CALIFORNIA PLUMBING CODE (CPG), THE 2016 CALIFORNIA GREEN BUILDING $ ENERGY CODES, A5 WELL AS THE CITY OF LA OUINTA MUNIGIPLE CODE. 2. TH15 PROP05ED PROJECT TO BE EXTERIOR WORK ONLY, THERE 15 NO INTERIOR WORK BEING PROPOSED. AREA OF EXI5TIN0 RESIDENCE: = 2,148 50. FT. AREA OF EXI5TIN6 2 -GAR GARAGE: = 404 50. FT. AREA OF EXI5TIN0 1 -GAR GARAGE: = 15150. FT. AREA OF EX15TINO COVERED PATIO: = 126 50. FT. AREA OF PROP05ED COVERED PATIO EXPAN51ON: = 1.2.2 50. FT. AREA OF EXI5TING RESIDENCE $ GARAGES: 3,333 50. FT. TOTAL PROPOSED BUILDING AREA: - 3,551 50. FT. AREA OF 51TE = 8,216 50. FT. MAXIMUM ALLOWED 51TE COVERAGE = 50% = 4,363 50. FT. 51TE COVERAOE OF PROPOSED RESIDENCE = 3,551 50. FT. 3,581 50. FT. = 43% OF 8,216 50. FT. - OK SHEET I ; A1.0 51TE PLAN, BUILDING $ 51TE INFORMATION, VICINITY MAP $ NOTES A2.0 FLOOR, FOUNDATION, ROOF FRAMING PLANS $ NOTES P05ED A3.0 EXTERIOR ELEVATIONS, BUILDING SECTIONS 8 NOTES ION 51.0 GENERAL $ 5TRUGTURAL NOTES BUILDING CODE COMPLIANCE REVIEW THIS SET OF PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE- WITH THE LOCALLY -ADOPTED CODES RELATED TO THIS PROJECT'S STATED SCOPE OF WORK BY: INTE 4,;ES CONSULTGROUPTE: 1 1 4 LutaiKcG m 100 v � W w � > AVENUE 50 W al F--] I lcn CARS o cv uj q< C/ PROJECT SITE: '9 C T . 50-330 VALENCIA 0 COURT Z LLJ cn VICINITY AP NO SCALE: A rP N: 7 7 *01 - - 0' 136 no frill 11/14/19 DATE C v F OF CA1-�F Luo 06-30-21 OPRA,N aIE RECEIVED LLT I! uj W Z C, i Lu � b� U GQ x o ib W � !, O N � � O �n oc N oc C7 O v � W w � > AVENUE 50 W al F--] I lcn CARS o cv uj q< C/ PROJECT SITE: '9 C T . 50-330 VALENCIA 0 COURT Z LLJ cn VICINITY AP NO SCALE: A rP N: 7 7 *01 - - 0' 136 QROFESS/ p� frill 11/14/19 DATE C v F OF CA1-�F 06-30-21 OPRA,N aIE RECEIVED JAN 0 2 2019 I! CONSULTING GROUP W I i O x o W � !, O N � � O �n oc N oc C7 O 4 M 00 • NIS N 0 ct U ® �o E] Lucn c cu 00 z 0 F_ u Z) 0 z ED C� QROFESS/ p� frill 11/14/19 DATE C v F OF CA1-�F 06-30-21 OPRA,N aIE RECEIVED JAN 0 2 2019 INTERWEST CONSULTING GROUP I i O ~ II W � !, O N � ® a3 oc oc J •� O O � O H ® E] Lucn c cu BOUNDARY NAILI" 2x BLK'G w/ SIMPSON A35 CLIP EA. BLK'G (24" o.c. MAX.) �rr� SHEATH. PER G.S.N. RAFTERS PER PLAN A35'S AT EA. RAFTER __- .--. _.. ... '--SIMP. "HU" HANGERS @ EACH CEILING JOIST TO BEAM ROOF RAFTERS AND CEILING JOISTS AT PATIO 2x BLOCKING - PLYWOOD ROOF SHEATH. TRUSSES - SEE PLAN SIMPSON A35 CLIP (SHEAR TRANSFER NAILING) PER SHEAR WALL SCHEDULE (24" o.c. MAX. ELSEWHWERE) SIMPSON H2.5 ANCHOR MIN. 3/8" THK. SHEATH. BEAM - AS OCCURS, SEE PLAN SIMPSON H2.5 @ 2'-0" o.c. BOUNDARY NAILING EDGE NAILING "U" SLOPED HANGERS ROOF SHEATHING ROOF RAFTERS - PER PLAN 3x LEDGER w/ 3/8" DIA. LAG SCREWS x 5" LONG @ 6" o.c. SIMPSON "U" HANGERS @ EACH CEILING JOIST TO BEAM AT TYPICAL PATIO RAFTERS SIMPSON MSTI60 STRAPTIES BEAMS PER PLAN "CCQ" POST CAP TO MATCH BEAM WIDTH �- POST PER PLAN BEAMS PER PLAN �-BEAMS PER PLAN / PERPENDICULAR BEAM AS OCCURS w/ HGLTV TOP FLANGE HANGERS MST160 STRAPTIES MSTI26 STRAPTIES EA. SIDE 1r "ECCQ" POST CAP TO MATCH BEAM WIDTH POST PER PLAN - POST PER PLAN NOTE: AT POST TO SILL PLATE, USE SIMPSON A44 ANGLES EACH SIDE OF POSTS U.N.O. NOTE: AT POST TO SILL PLATE, USE SIMPSON A44 ANGLES EACH SIDE OF POSTS U.N.O. POST CAPS AT ALL BEAMS 6x12 OR LARGER AND ALL PARALLAM STRAPTIES AT ALL BEAMS SMALLER THAN 6x12 OR MANUFACTURED LUMBER BEAMS TYPICAL 7 TYPICAL POST AND REAM CONNECTION UILDI G & SITE I FORMATION nJJt J7Vi�J rYgwGL. 7193-39c)-013 PROPERTY 517E: 8,21(o 50. FT. (0.1G ACRES) TYPE OF CONSTRUCTION: TYPE VB HIGH FIRE HAZARD: NO ZONING: RL ZONING OCCUPANCY: R3 / U1 SETBACK REQUIREMENTS: FRONT YARD = 10'-0" FRONT YARD GARAGE = 15-0" SIDE YARDS = 5-0" REAR YARD = 15-0" NOTE5: 1. PROPOSED CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA RESIDENTIAL (CRC), THE 2016 CALIFORNIA BUILDING CODE (GBG), THE 2016 MECHANICAL CODE (GMC), THE 2016 CALIFORNIA ELECTRICAL CODE (CEC), THE 2016 CALIFORNIA PLUMBING CODE (CPG), THE 2016 CALIFORNIA GREEN BUILDING $ ENERGY CODES, AS WELL AS THE CITY OF LA OUINTA MUNICIPLE GORE. 2. TH15 PROPOSED PROJECT TO BE EXTERIOR WORK ONLY, THERE 15 NO INTERIOR WORK BEING PROPOSED. AREA OF EXISTING RESIDENCE: = 2,148 50, FT. AREA OF EXISTING 2 -GAR GARAGE: = 404 50. FT. AREA OF EXI5TING 1 -CAR GARAGE: = 15150. FT. AREA OF EXISTING COVERED PATIO: = 126 50. FT. AREA OF PROPOSED COVERED PATIO EXPANSION: = 122 50. FT. AREA OF EXISTING RESIDENCE $ 6ARAGE5: 3,333 50. FT. TOTAL PROPOSED BUILDING AREA: - 3,581 50. FT. AREA OF SITE = 5,276 50. FT. MAXIMUM ALLOWED SITE GOVERA6E = 50% = 4,363 50. FT. 51TE COVERAGE OF PROPOSED RESIDENCE = 3,581 50. FT. 3,551 50. FT. = 43% OF 8,216 50. FT. - OK S H E E'll"! A1.0 51TE PLAN, BUILDING $ 51TE INFORMATION, VICINITY MAP $ NOTES A2.0 FLOOR, FOUNDATION, ROOF FRAMING PLANS 8 NOTES '05ED A3.0 EXTERIOR ELEVATIONS, BUILDING SECTIONS $ NOTES ON 51.0 GENERAL $ STRUCTURAL NOTES CITY OF LA QUINTA II BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE -By � AN � 201g INT�Rw CONSOUVING GROUP Af%M773-390-0 13 15: w w REVISIONS 12-26-2019 PLAN CHECK REVISIONS HT1. W NOTE FOR ALL DOWELS, USE SIMPSON "SET -XP" EPDXY ADHESIVE OR EQUIVALENT (ICC -ES -ESR -2508) I� INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EPDXY EMBED DEPTH OF ANCHOR BOLTS AT ' EXISTING FOOTINGS TO BE MIN. 8" AT SILL BOLTS AND 12" MIN. AT HOLDDOWN BOLTS. r^^ ^ CONTINUOUS SPECIAL INSPECTION OF EPDXY ANCHORS REQUIRED O STUDWALL WHERE OCCURS . 2x P.T.D.F. SILL PLATE WITH 5/8" DIA. x 12" LONG MIN. ANCHOR BOLTS w/ ALTERNATELY: POST PER PLANS 3"x3"xO.229" PLATE WASHERS PER o � w/ CBSQ POST BASE PER PLANSHEARWALL U SCHEDULE AS REQUIRED ® 00 U ct N v U u WHERE OCCURS (PROVIDE MIN. 00 00 00 CONCRETE EDGE DISTANCE PER EXISTING SLAB F- � MANUFACTURER AT CBSQ POST n u O BASE) C6 z 0 e q - -- ---- O I ° LL Q °a 10 . 8„ 1-#4 DOWELS x 18" LONG NEW FOOTING PER PLANS °. AT 18" o.c. - EPDXY GROUT INTO EXISTING SLAB - TYP. NEW FOaTING AT EXISTING SLAB 4 ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF 1 � HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER - PER CBC SECTION 2304.9.51 � 1 UILDI G & SITE I FORMATION nJJt J7Vi�J rYgwGL. 7193-39c)-013 PROPERTY 517E: 8,21(o 50. FT. (0.1G ACRES) TYPE OF CONSTRUCTION: TYPE VB HIGH FIRE HAZARD: NO ZONING: RL ZONING OCCUPANCY: R3 / U1 SETBACK REQUIREMENTS: FRONT YARD = 10'-0" FRONT YARD GARAGE = 15-0" SIDE YARDS = 5-0" REAR YARD = 15-0" NOTE5: 1. PROPOSED CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA RESIDENTIAL (CRC), THE 2016 CALIFORNIA BUILDING CODE (GBG), THE 2016 MECHANICAL CODE (GMC), THE 2016 CALIFORNIA ELECTRICAL CODE (CEC), THE 2016 CALIFORNIA PLUMBING CODE (CPG), THE 2016 CALIFORNIA GREEN BUILDING $ ENERGY CODES, AS WELL AS THE CITY OF LA OUINTA MUNICIPLE GORE. 2. TH15 PROPOSED PROJECT TO BE EXTERIOR WORK ONLY, THERE 15 NO INTERIOR WORK BEING PROPOSED. AREA OF EXISTING RESIDENCE: = 2,148 50, FT. AREA OF EXISTING 2 -GAR GARAGE: = 404 50. FT. AREA OF EXI5TING 1 -CAR GARAGE: = 15150. FT. AREA OF EXISTING COVERED PATIO: = 126 50. FT. AREA OF PROPOSED COVERED PATIO EXPANSION: = 122 50. FT. AREA OF EXISTING RESIDENCE $ 6ARAGE5: 3,333 50. FT. TOTAL PROPOSED BUILDING AREA: - 3,581 50. FT. AREA OF SITE = 5,276 50. FT. MAXIMUM ALLOWED SITE GOVERA6E = 50% = 4,363 50. FT. 51TE COVERAGE OF PROPOSED RESIDENCE = 3,581 50. FT. 3,551 50. FT. = 43% OF 8,216 50. FT. - OK S H E E'll"! A1.0 51TE PLAN, BUILDING $ 51TE INFORMATION, VICINITY MAP $ NOTES A2.0 FLOOR, FOUNDATION, ROOF FRAMING PLANS 8 NOTES '05ED A3.0 EXTERIOR ELEVATIONS, BUILDING SECTIONS $ NOTES ON 51.0 GENERAL $ STRUCTURAL NOTES CITY OF LA QUINTA II BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE -By � AN � 201g INT�Rw CONSOUVING GROUP Af%M773-390-0 13 15: w w REVISIONS 12-26-2019 PLAN CHECK REVISIONS HT1. W I� L UILDI G & SITE I FORMATION nJJt J7Vi�J rYgwGL. 7193-39c)-013 PROPERTY 517E: 8,21(o 50. FT. (0.1G ACRES) TYPE OF CONSTRUCTION: TYPE VB HIGH FIRE HAZARD: NO ZONING: RL ZONING OCCUPANCY: R3 / U1 SETBACK REQUIREMENTS: FRONT YARD = 10'-0" FRONT YARD GARAGE = 15-0" SIDE YARDS = 5-0" REAR YARD = 15-0" NOTE5: 1. PROPOSED CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA RESIDENTIAL (CRC), THE 2016 CALIFORNIA BUILDING CODE (GBG), THE 2016 MECHANICAL CODE (GMC), THE 2016 CALIFORNIA ELECTRICAL CODE (CEC), THE 2016 CALIFORNIA PLUMBING CODE (CPG), THE 2016 CALIFORNIA GREEN BUILDING $ ENERGY CODES, AS WELL AS THE CITY OF LA OUINTA MUNICIPLE GORE. 2. TH15 PROPOSED PROJECT TO BE EXTERIOR WORK ONLY, THERE 15 NO INTERIOR WORK BEING PROPOSED. AREA OF EXISTING RESIDENCE: = 2,148 50, FT. AREA OF EXISTING 2 -GAR GARAGE: = 404 50. FT. AREA OF EXI5TING 1 -CAR GARAGE: = 15150. FT. AREA OF EXISTING COVERED PATIO: = 126 50. FT. AREA OF PROPOSED COVERED PATIO EXPANSION: = 122 50. FT. AREA OF EXISTING RESIDENCE $ 6ARAGE5: 3,333 50. FT. TOTAL PROPOSED BUILDING AREA: - 3,581 50. FT. AREA OF SITE = 5,276 50. FT. MAXIMUM ALLOWED SITE GOVERA6E = 50% = 4,363 50. FT. 51TE COVERAGE OF PROPOSED RESIDENCE = 3,581 50. FT. 3,551 50. FT. = 43% OF 8,216 50. FT. - OK S H E E'll"! A1.0 51TE PLAN, BUILDING $ 51TE INFORMATION, VICINITY MAP $ NOTES A2.0 FLOOR, FOUNDATION, ROOF FRAMING PLANS 8 NOTES '05ED A3.0 EXTERIOR ELEVATIONS, BUILDING SECTIONS $ NOTES ON 51.0 GENERAL $ STRUCTURAL NOTES CITY OF LA QUINTA II BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE -By � AN � 201g INT�Rw CONSOUVING GROUP Af%M773-390-0 13 15: w w REVISIONS 12-26-2019 PLAN CHECK REVISIONS HT1. W I� au ' n r^^ ^ I 'o O 0 . o 00 cz o iJ o � V U 00 ® 00 U ct N 00 00 00 U u U ct 00 00 00 z 0 M F- � n u O ry f - C6 z 0 voFESS/��9 +� 35749 11/14/19 DATE s�9T� C 1 V \ F���\� OF CN0 06-30-21 MPIM IM wh ITT- 711111 au ' r^^ ^ I O I . o V 00 ® U ct N 00 00 00 U u U ct 00 00 00 M � n O a� O PERIMETER FOOTING SCALE: 3/4" = l'- 0" NOTE: 5HADED AREA INDICATES (E) 2x "CALIFORNIA FRAMING" @ 24" o.c. T 1O DETAIL NOTES REINFORCED CONCRETE COLUMN FOOTING PER A DITTO FOUNDATION PLAN w/ (3) #4 BARS EACH WAY @ BOTTOM - O = r STONE SEE FOUNDATION PLAN - THI5 SHEET. COLUMN BASE PER FOUNDATION PLAN. O 6" THICK REINFORCED CONCRETE SLAB w/ #3 BARS @ 15" 1211 21-611 611 I D 13 PROVIDE 3/5" THK. "HARDIBOARD" GEMENT BOARD ATLu 0.0. EACH AAY OVER 2" SAND - SEE FOUNDATION PLAN. - EXISTING 2x6 STUDS @ 16" o.c. w/ 1/2" GYP. BO. INTERIOR 4 STUCCO EXTERIOR - �3 CONT. P.T.D.F. 2x SILL PLATE w/ 5/5" d ia. x 10" LONG INTERIOR 51DE OF STUDS. ANCHOR BOLTS @ 48" O.C. - ALL BOLTS w/ 3"x3"x0.22`1" TYP. EXTERIOR HALL. w THK. 50. AA5HER OVER 26 GA. METAL FLASHING. 2 ® 2x4 STUDS IT 16" O.C. - TYP. @ FIREPLACE. O 1/2 GDX PLYWOOD OR 1/2 05B 5HEATHING @ FIREPLACE II p FACADE WALLS. w p PATIO II ® PROVIDE 3d EDGE NAILING PER SHEAR WALL SCHEDULE. ® Q O 5AW0UT EXI5TING STONE FIN15H AND SLOPED 4" THK. ® I Z w ❑ CONCRETE SLAB TO CREATE SPACE FOR NEW CONCRETE FIREPLACE FOOTING $ SLAB. o _ ❑ EXTERIOR ELEVATIONS. OS MIN. 7/5" 3 -GOAT STUCCO ON MTL. LATH $ 30# FELT OVER w uj PLYWOOD 5HEATHING - COLOR $ TEXTURE TO MATCH Z w EXISTING. Q J EXTERIOR ELEVATIONS. ^^ • qO PROVIDE FRY REGLET 1" J -MOULDING WEEP SCREED @ W EXI5TIN6 NON-STRUCTURAL 2x4 FRAMING @ COLUMN ADORNMENT TO BE F--�-� w A3.0 EXISTING RE EIEC BOTTOM OF STUCCO. v ?A 4-±j 10 NEW CONT. REINFORCED PERIMETER FIREPLACE GONG. p FOOTING PER FOUNDATION PLAN w/ (1) CONT. #4 BAR @ Z , BOTTOM - SEE FOUNDATION PLAN - THI5 SHEET. cj f 12 ( q m ATI ❑ 11 PROVIDE 1/2 THK. EXPANSION JOINT BETWEEN Nr- FIREPLACE EFIREPLACE SLAB $ EXISTING EXTERIOR SLAB. A DITTO 12 PROVIDE NEW 4x6 COLUMN w/ SIMPSON C55046 -5D52 O = r STONE 12-26-201`1 PLAN COLUMN BASE PER FOUNDATION PLAN. 1211 21-611 611 I D 13 PROVIDE 3/5" THK. "HARDIBOARD" GEMENT BOARD ATLu Z - EXISTING 2x6 STUDS @ 16" o.c. w/ 1/2" GYP. BO. INTERIOR 4 STUCCO EXTERIOR - INTERIOR 51DE OF STUDS. TYP. EXTERIOR HALL. 2 EXISTING G A3.0 II EXISTING EXTERIOR COLUMN TO BE DEMOLISHED. PATIO II ® NEW 2x4 STUDS @ 16' O.C. w/ STUCCO EXTERIOR - EXTERIOR COLUMN HALL. STONE I I ® I ❑ EXISTING NON-STRUCTURAL 2x4 FRAMING FOR COLUMN ADORNMENT - SEE EXTERIOR ELEVATIONS. ALL L GE : EXISTING 2x6 5TUD5 @ 16" 0.0. - EXTERIOR EXI5TIN6 2x4 STUDS @ 16" O.C. - EXTERIOR COLUMNS NEW 2x4 STUDS @ 16" O.G. (DF #1) EXTERIOR COLUMNS 2x4 STUDS @ 16" O.C. (DF #1) EXTERIOR COLUMN ADORNMENT TYPICAL WALL 5TUD 5PACING UNLF-55 NOTED OTHERWISE ON THE PLAN 41 o . 6 2 � A3.0 A3.0 10 10 4'-0" 4'-0" 12" 31-0" ol SCALE: 1/4" = l'- 0" 1 ' 4 5' 10' w �s� all Lu ry- Lu Lu lLuLu Lu L1�1 I, CL A3. I< p0 0� L �p tu 51MP50N M5TI72 I I uu DRAG 5TRAPTIE y (E) I6x8 H I - - - - - - - _ - - - w (E) 2x RAF R5 @ 2 O.C. LI (E) 12X6 RA TERS q24" o. ( ( I ( z (N) 4x6 P05T Lu w/EPG64 PG - -- - ---- - - - --- - -- w (E) 4xe P05T j w/ EPC 64 P6 (E CANTI VERE4 6xS N1.0 19( _ (E) 6x12 PLAtE EEAA �— r (E) 46 P05T (E) 46 P05T O 46 F05T O 2x3 RAFTERS @ 24" O.. m w/ PG64 PG w/ EPG64 PG w EFC64 PG x Y^A — — — — (E) PRE-ENGINEERED R OF TR5E5 @ 24 o.c. > 4^ 1711 °- A3.0 (N) 4x6 P05T Q I 2 1 (E) 46 P05T W/ PG64 PG w A1.0 Q I w/ EPG64 PG (E) 4x6 P05T \ — _ — — w/ EPG64 PG ,-- —_ (E) HU6x HANGER5 x (E) ANTIL VE ED 6 PL. BM. RE -HANG TO NEW BEAM w (E) 6x6 HDR. BM.Lu - - ( ) 5 1/4" x 11 1/4" 2.0E P5L PARALLAM PLATE BEM (E) 6x6 P05T W/ PG66 PG (N) 4x6 P05T w/ (N) 46 P05T w/ 2 ECG66 PG%� EGC66 PG A3.O t�1 1 10'-011 13'-011 1 W w � v O O w Q O O J J ry 231—( 11 44'-0" m 61411 31-0„ 12” VII 101-611 FOOTING SCHEDULE al_61 3�, ® 24"x24"x12" DEEP CONCRETE FOOTING w/ (4) #4 BARS EACH AAY @ BOTTOM w/ BOTTOM OF FOOTING @ MIN. 15" BELOW ADJACENT GRADE. k� ® 15"x18"x12" DEEP CONCRETE FOOTING w/ (3) #4 BARS EACH WAY @ BOTTOM w/ BOTTOM OF FOOTING @ MIN. 15" BELOW �o ADJACENT GRADE. B A3.0 1) 4x6 P05T w/ _ B5a46-5D52 1211 m s�°PE 1/8":12" A2.o 1211 21-611 6" r - A3.0 (N) 4x6 POST w/ GB5a46-5D52 O d` � A2.0 NIS N NS A3.0 a 1 (E)4x6 PO5T W1 LGB46 � I L N) 4xi6 POST w/ NEW 6" THK. CONCRETE SLAB w/ ' 2 A1.0 CONT. #3 BARS @ 15" O.C. EACH A3.0 1 B WAY ON 2" SAND w/ 6 MIL A3.0 V15GUEEN 5AY4CUT EXI5TING CONCRETE SLAB AS REQUIRED 31-011 1211 411/011 41-011 12" �� (E) 4x6 P05T w/ LGB46 R ry - p tT" EXI5TING 4" THK. CONCRETE SLAB W/ CONT. #3 BARS @ 15" o.c. EACH ANY ON 2" SAND w/ 6 MIL V15aUEEN I L 4x6 POST cr (E) 4xf W/ GB, EXISTING 4" THK. SLOPED GONG. SLAB w/ CONT. #3 BARS @ 15" o.c. EACH WAY ON 2" SAND w/ 6 MIL L, V15MEEN o 101-011 441-011 DIVISIONCITY OF LA QUINTA BUILDING REVIEWED FOR •r COMPLIANCE D' J E0-2 z 0 F- F - z ul0 o QROF ESS/ O�l 6) 70 11/14/19 a� *s�qT C V \� FOFCNO. 06-30-21 EXM,, N DM I 0 D IAN 0 7 101 Cl(VTERWEST w c 4A ULTING GROUP J o Lu 0 (} U N w c 00 H U�'00 x 00 Lu w o '3 -117 ct kn (E) 4x6 POST J H W/ LGB6 A A3.0 = ® O SLOPE 1/M12" r'�1 (E) 6x6 P05T w/ LGB 6 u 31-011 0 2 of 4 REVISIONS I FLOGfit i'LAN KEY NOTES 12-26-201`1 PLAN CHECK REVISIONS 1❑ EXISTING 2x6 STUDS @ 16" o.c. w/ 1/2" GYP. BO. INTERIOR 4 STUCCO EXTERIOR - TYP. EXTERIOR HALL. 2 EXI5TIN6 2x4 5TUD5 @ 16" O.C. w/ STUCCO EXTERIOR - EXTERIOR COLUMN WALL. 0 EXISTING EXTERIOR COLUMN TO BE DEMOLISHED. ® NEW 2x4 STUDS @ 16' O.C. w/ STUCCO EXTERIOR - EXTERIOR COLUMN HALL. ® I ❑ EXISTING NON-STRUCTURAL 2x4 FRAMING FOR COLUMN ADORNMENT - SEE EXTERIOR ELEVATIONS. uj NEW NON-STRUCTURAL 2x4 FRAMING FOR COLUMN ADORNMENT - SEE EXTERIOR ELEVATIONS. ^^ • EXI5TIN6 NON-STRUCTURAL 2x4 FRAMING @ COLUMN ADORNMENT TO BE F--�-� w DEMOLISHED - SEE EXTERIOR ELEVATIONS. o w ® EXI5TIN6 SLIDING GLA55 DOORS - SEE EXTERIOR ELEVATIONS.QID Q Lu Z ® EXISTING FIXED CORNER 6LA55 WINDOWS - SEE EXTERIOR ELEVATIONS. �. ❑ o Lu Di 10 EXI5TIN6 STONE OVER SLOPED CONCRETE SLAB - EXTERIOR FLOOR FINISH. z w 11 NEW UL LISTED 36" WIDE GAS OUTDOOR FIREPLACE. MANUFACTURER: "A5TRIA" - MODEL #: POLARI5367EP. PROVIDE BLACK 10" DIA. STOVE PIPE FLUE BY "DURAVENT". as o Z z"CHAMPION" 4 SPARK ARRESTOR BY SEE ELEVATIONS ON SHEET N o J A3.0 FOR FIREPLACE MANTLE. wLL 12 ❑ PROVIDE SHAPED STONE 3 1/2" WIDE x 6" HIGH FIREPLACE MANTLE PER OWNER. U a o a s z Lu A A3.0 61411 31-0„ 12” VII 101-611 FOOTING SCHEDULE al_61 3�, ® 24"x24"x12" DEEP CONCRETE FOOTING w/ (4) #4 BARS EACH AAY @ BOTTOM w/ BOTTOM OF FOOTING @ MIN. 15" BELOW ADJACENT GRADE. k� ® 15"x18"x12" DEEP CONCRETE FOOTING w/ (3) #4 BARS EACH WAY @ BOTTOM w/ BOTTOM OF FOOTING @ MIN. 15" BELOW �o ADJACENT GRADE. B A3.0 1) 4x6 P05T w/ _ B5a46-5D52 1211 m s�°PE 1/8":12" A2.o 1211 21-611 6" r - A3.0 (N) 4x6 POST w/ GB5a46-5D52 O d` � A2.0 NIS N NS A3.0 a 1 (E)4x6 PO5T W1 LGB46 � I L N) 4xi6 POST w/ NEW 6" THK. CONCRETE SLAB w/ ' 2 A1.0 CONT. #3 BARS @ 15" O.C. EACH A3.0 1 B WAY ON 2" SAND w/ 6 MIL A3.0 V15GUEEN 5AY4CUT EXI5TING CONCRETE SLAB AS REQUIRED 31-011 1211 411/011 41-011 12" �� (E) 4x6 P05T w/ LGB46 R ry - p tT" EXI5TING 4" THK. CONCRETE SLAB W/ CONT. #3 BARS @ 15" o.c. EACH ANY ON 2" SAND w/ 6 MIL V15aUEEN I L 4x6 POST cr (E) 4xf W/ GB, EXISTING 4" THK. SLOPED GONG. SLAB w/ CONT. #3 BARS @ 15" o.c. EACH WAY ON 2" SAND w/ 6 MIL L, V15MEEN o 101-011 441-011 DIVISIONCITY OF LA QUINTA BUILDING REVIEWED FOR •r COMPLIANCE D' J E0-2 z 0 F- F - z ul0 o QROF ESS/ O�l 6) 70 11/14/19 a� *s�qT C V \� FOFCNO. 06-30-21 EXM,, N DM I 0 D IAN 0 7 101 Cl(VTERWEST w c 4A ULTING GROUP J o Lu 0 (} U N w c 00 H U�'00 x 00 Lu w o '3 -117 ct kn (E) 4x6 POST J H W/ LGB6 A A3.0 = ® O SLOPE 1/M12" r'�1 (E) 6x6 P05T w/ LGB 6 u 31-011 0 2 of 4 PROP05E D NEW EXTERIOR , L T,;- ri l� COLUMN w/ STUCCO / L .y+. I IL / i� / i� /i /i / / t• I B 5TRUGT. SLAB REMOVE EXISTIN6 EXTERIOR STUCCO COLUMN imu'o'*k RTm SCALE: 1/4" = l'- 0" 1' 2' 4' 5' 10' 15 20' EXISTING PLS m N NEW PLATE � EXISTING PI) i/ / i ,i / i W m - / i� / i� /i /i / / t• I B 5TRUGT. SLAB REMOVE EXISTIN6 EXTERIOR STUCCO COLUMN imu'o'*k RTm SCALE: 1/4" = l'- 0" 1' 2' 4' 5' 10' 15 20' EXISTING PLS m N NEW PLATE � EXISTING PI) FINISH SLAB rP4 V1 SCALE: 1/4" = V- 0" 1 ' '-11 5' 10' 15' 2 D G B r i / i / EXISTING EXTERIOR STU�CO COLUMN w DECORATIVE POP -OUT E PLATE HEIGHT PROPOSED NEW EXTERIOR COLUMN w/ STUCCO PROP05EP NEW DECORATIVE STUCCO POP -OUTS TO MATCH EXI5TIN6 5TRUGT. SLAB BUILDlimG SECTION i 15 LATE HEI6HT NOTE: 1 ALL NEW ROOFING TO BE INSTALLED SHALL BE INSTALLED PER THE ROOFING MANUFACTURER'S RECOMMENDATIONS 1 PLATE HEIGHT 1 O 5TRUGT. SLAB KOS i & q WALL SECTION 1 ' 1 TRUCT. SLAB PLATE HEIGHT FIN15H SLAB O ® EXISTING CLASS A BLENDED CLAY 2 -PIECE MISSION STYLE CLAY ROOF TILES OVER 1x2 WD. CLEATS AND MIN. 60# ROOF FELT. MANUFACTURER: EAGLE ROOFING - PRODUCT: COLOR: TERRA GOTTA. ICG#: ESR -1011. © EXI5TIN6 MIN. 1/5" 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH BUILDING FELT WRAPS OVER 1/2" PLYWOOD 5HEATHING. �G EXISTING STUCCO FINISHED CURVED EAVE - SEE BUILDING SECTIONS DETAIL SHEET. EXI5TIN6 METAL DRIP EDGE OVER STUCCO FASCIA - SEE BUILDING SECTIONS $ DETAIL SHEET. O NEW GLA55 A BLENDED CLAY 2 -PIECE M155ION STYLE CLAY ROOF TILES TO MATCH EXI5TIN6 OVER 1x2 M. CLEATS AND MIN. 60# ROOF FELT. MANUFACTURER: EAGLE ROOFING - PRODUCT: - COLOR: TERRA GOTTA. IC -G#: E5R-1011. FU NEW MIN. 1/S" 3 -GOAT STUCCO EXTERIOR FINISH ON MTL. LATH $ TYVEC WRAP OVER 1/2" GPX OR 1/2" 055 PLYWOOD 5HEATHING - COLOR 4 TEXTURE TO MATCH EXISTING. G NEN STUCCO FINISHED CURVED BUIINC EAVE - SEE LD SECTIONS CTIONS $ DETAIL SHEET. O NEW MIN. 26 OA. METAL DRIP EDGE OVER STUCCO FASCIA - SEE BUILDING 5 GTIONS TAIL SHEET. E DE J NEW UL LISTED BLACK 5TOVE PIPE FIREPLACE FLUE $ SPARK ARRESTOR 0 FOR NEW 6A5 FIREPLACE IN NEW COLUMN. REVISIONS 12-26-20191 6-0191 PL NS , N W m - FINISH SLAB rP4 V1 SCALE: 1/4" = V- 0" 1 ' '-11 5' 10' 15' 2 D G B r i / i / EXISTING EXTERIOR STU�CO COLUMN w DECORATIVE POP -OUT E PLATE HEIGHT PROPOSED NEW EXTERIOR COLUMN w/ STUCCO PROP05EP NEW DECORATIVE STUCCO POP -OUTS TO MATCH EXI5TIN6 5TRUGT. SLAB BUILDlimG SECTION i 15 LATE HEI6HT NOTE: 1 ALL NEW ROOFING TO BE INSTALLED SHALL BE INSTALLED PER THE ROOFING MANUFACTURER'S RECOMMENDATIONS 1 PLATE HEIGHT 1 O 5TRUGT. SLAB KOS i & q WALL SECTION 1 ' 1 TRUCT. SLAB PLATE HEIGHT FIN15H SLAB O ® EXISTING CLASS A BLENDED CLAY 2 -PIECE MISSION STYLE CLAY ROOF TILES OVER 1x2 WD. CLEATS AND MIN. 60# ROOF FELT. MANUFACTURER: EAGLE ROOFING - PRODUCT: COLOR: TERRA GOTTA. ICG#: ESR -1011. © EXI5TIN6 MIN. 1/5" 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH BUILDING FELT WRAPS OVER 1/2" PLYWOOD 5HEATHING. �G EXISTING STUCCO FINISHED CURVED EAVE - SEE BUILDING SECTIONS DETAIL SHEET. EXI5TIN6 METAL DRIP EDGE OVER STUCCO FASCIA - SEE BUILDING SECTIONS $ DETAIL SHEET. O NEW GLA55 A BLENDED CLAY 2 -PIECE M155ION STYLE CLAY ROOF TILES TO MATCH EXI5TIN6 OVER 1x2 M. CLEATS AND MIN. 60# ROOF FELT. MANUFACTURER: EAGLE ROOFING - PRODUCT: - COLOR: TERRA GOTTA. IC -G#: E5R-1011. FU NEW MIN. 1/S" 3 -GOAT STUCCO EXTERIOR FINISH ON MTL. LATH $ TYVEC WRAP OVER 1/2" GPX OR 1/2" 055 PLYWOOD 5HEATHING - COLOR 4 TEXTURE TO MATCH EXISTING. G NEN STUCCO FINISHED CURVED BUIINC EAVE - SEE LD SECTIONS CTIONS $ DETAIL SHEET. O NEW MIN. 26 OA. METAL DRIP EDGE OVER STUCCO FASCIA - SEE BUILDING 5 GTIONS TAIL SHEET. E DE J NEW UL LISTED BLACK 5TOVE PIPE FIREPLACE FLUE $ SPARK ARRESTOR 0 FOR NEW 6A5 FIREPLACE IN NEW COLUMN. REVISIONS 12-26-20191 6-0191 PL NS , BUILD11k,mlIG SECTIO'N' NOTES 0 CLASS A BLENDED CLAY 1 -PIECE MEDIUM PROFILE "5" -STYLE CONCRETE SPAN15H STYLE ROOF TILES OVER 1x2 WD. CLEATS AND 60# ROOF FELT. MANUFACTURER: EAGLE ROOFING - PRODUCT: "CAPISTRANO z TILES" - COLOR: TERRA GOTTA. IGC,#: E5R-1011. 20 5/5" GPX OR 5/5" 05B PLYWOOD ROOF 5HEATHING w/ RADIANT BARRIER OVER ROOF TRU55E5. O3 MIN. 26 GA. DRIP EDGE METAL FLASHING AT END OF OVERHANG. EXISTING PRE-ENGINEERED ROOF TRU55E5 @ 24" o.c. PER ROOF FRAMING PLAN. �5 INSTALL NEW 2x5 ROOF RAFTERS @ 24" O.G. PER ROOF FRAMING PLAN. z 0 © R-38 ATTIC INSULATION BETWEEN ROOF TRU55E5 OR 2x CEILING J015T5. 0 MIN. 1/5" 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH s TYVEC WRAP OvER 1/2" COX OR 1/2" 05B PLYWOOD 5HEATHIN6 AT ALL EXTERIOR WALLS - COLOR TEXTURE TO MATCH EXI5TIN6. ® MIN. 'VS" 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH TYVEC WRAP OVER 1/2" CDX OR 1/2" 055 PLYWOOD 5HEATHIN6 @ EAVE FA5CIA5 $ OVER 3/5" THK. DEN56LA55 AT EXTERIOR CEILIN65 - COLOR OFEss/ TEXTURE TO MATCH EXI5TIN6. QR ® MIN. 1/8 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH $ TYVEC WRAP OVER MOLDED SHAPED STYROFOAM CORNICE - COLOR $ TEXTURE TO MATCH EXI5TIN6. �' m 10 STUCCO FIN15H ON MTL. LATH s PLYWOOD AT CURVATURE OF ARCHWAY BEYOND. 35749 11 INSTALL 2x6 GEILIN6/50FFIT JOISTS @ 24" O.C. PER ROOF FRAMING PLAN. 12 EXI5TIN6 2x6 "CALIFORNIA FRAMING" ROOF RAFTERS @ 24" O.C. PER ROOF FRAMING PLAN. �, Mh Q 13 EX15TINO 5/5" GYP. BO. GEILIN6 SECURED TO BOTTOM OF ROOF TRU55E5 OR GEILIN6 JOISTS. 14 EXI5TIN6 PAINTED 1/2" GYP. BD. ON 2x STUDS @ 16 O.C. w/ TEXTURE $ COLOR PER OWNER. OF CAS \F 06-30-21 15 EXI5TIN6 MIN. R-21 or R-15 INSULATION BETWEEN 2x6 or 2x4 STUD WALLS. MaPAno, nm 16 EXI5TIN6 SLIDING 6LA55 DOORS PER DOOR 5GHEDULE $ FLOOR PLAN. 11 EXI5TIN6 VINYL WINDOW5 PER WINDOW SCHEDULE $ FLOOR PLAN. 18 EX1571N6 FINISH FLOORING PER FLOOR PLAN $ OWNER. 1q EXISTIN6 MIN. 4" THICK REINFORCED CONCRETE SLAB w/ #3 BARS @ 18" O.C. EACH WAY OVER 2" 5AND - 5EE FOUNDATION PLAN. 20 EXI5TIN6 MIN. 4" THICK SLOPED REINFORCED CONCRETE SLAB w/ FIBERBLA55 MESH OR 6x6110x10 WELDED WIRE MESH OVER MIN. 2" SAND. 21 EXI5TIN6 GONT. REINFORCED CONCRETE FOOTING PER STRUCTURAL - 5EE FOUNDATION PLAN. �2 PROVIDE NEW 8"xS"x16" CONCRETE BLOCK (CMU) BASE TO CREATE SUPPORT FOR NEW APPROVED CONCRETE FIREPLACE PER OWNER. O 23 NEW UL LISTED 36" WIDE OAS OUTDOOR FIREPLACE. MANUFACTURER: "ASTRIA" - MODEL #: I --I POLAR1536ZEP. PROVIDE BLACK 10" DIA. STOVE PIPE FLUE BY "CHAMPION" $ SPARK ARRESTOR BY "DURAVENT". SEE ELEVATIONS ON SHEET A3.0 FOR FIREPLACE MANTLE. Q 24 NEW MIN. 6" THICK REINFORCED CONCRETE SLAB w/ #3 BARS @ 15" ac. EACH WAY OVER 2" 5AND - SEE FOUNDATION PLAN. O 25 REINFORCED CONCRETE COLUMN FOOTING PER FOUNDATION PLAN w/ (3) #4 BARS EACH WAY @ BOTTOM - 5EE FOUNDATION PLAN ON SHEET A2.0. 26 NEW CONT. REINFORCED 12 DEEP x 8 WIDE PERIMETER FIREPLACE GONG. FOOTING PER FOUNDATION W PLAN w/ (1) CONT. #4 BAR @ BOTTOM - SEE FOUNDATION PLAN - THIS SHEET. U °O O00 c� 00 l 'u 00 00 C8 ci 00 JAN 2010 r� O GRvu�' [� 'LATE HEI6HT co MH , 111 , []jp lj� - - 7 > s I , FINISH TY OF O UILDING DIVISION REVIEWED FOR w. 1M COMPLIANCE DATE ----BY . DRAWN BY: MVP CHECKED BY: LWL DATE: 06/06/19 JOB NO: LCD -060619 M 00 O V N 0 o U w 03 00 BUILD11k,mlIG SECTIO'N' NOTES 0 CLASS A BLENDED CLAY 1 -PIECE MEDIUM PROFILE "5" -STYLE CONCRETE SPAN15H STYLE ROOF TILES OVER 1x2 WD. CLEATS AND 60# ROOF FELT. MANUFACTURER: EAGLE ROOFING - PRODUCT: "CAPISTRANO z TILES" - COLOR: TERRA GOTTA. IGC,#: E5R-1011. 20 5/5" GPX OR 5/5" 05B PLYWOOD ROOF 5HEATHING w/ RADIANT BARRIER OVER ROOF TRU55E5. O3 MIN. 26 GA. DRIP EDGE METAL FLASHING AT END OF OVERHANG. EXISTING PRE-ENGINEERED ROOF TRU55E5 @ 24" o.c. PER ROOF FRAMING PLAN. �5 INSTALL NEW 2x5 ROOF RAFTERS @ 24" O.G. PER ROOF FRAMING PLAN. z 0 © R-38 ATTIC INSULATION BETWEEN ROOF TRU55E5 OR 2x CEILING J015T5. 0 MIN. 1/5" 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH s TYVEC WRAP OvER 1/2" COX OR 1/2" 05B PLYWOOD 5HEATHIN6 AT ALL EXTERIOR WALLS - COLOR TEXTURE TO MATCH EXI5TIN6. ® MIN. 'VS" 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH TYVEC WRAP OVER 1/2" CDX OR 1/2" 055 PLYWOOD 5HEATHIN6 @ EAVE FA5CIA5 $ OVER 3/5" THK. DEN56LA55 AT EXTERIOR CEILIN65 - COLOR OFEss/ TEXTURE TO MATCH EXI5TIN6. QR ® MIN. 1/8 3 -GOAT STUCCO EXTERIOR FIN15H ON MTL. LATH $ TYVEC WRAP OVER MOLDED SHAPED STYROFOAM CORNICE - COLOR $ TEXTURE TO MATCH EXI5TIN6. �' m 10 STUCCO FIN15H ON MTL. LATH s PLYWOOD AT CURVATURE OF ARCHWAY BEYOND. 35749 11 INSTALL 2x6 GEILIN6/50FFIT JOISTS @ 24" O.C. PER ROOF FRAMING PLAN. 12 EXI5TIN6 2x6 "CALIFORNIA FRAMING" ROOF RAFTERS @ 24" O.C. PER ROOF FRAMING PLAN. �, Mh Q 13 EX15TINO 5/5" GYP. BO. GEILIN6 SECURED TO BOTTOM OF ROOF TRU55E5 OR GEILIN6 JOISTS. 14 EXI5TIN6 PAINTED 1/2" GYP. BD. ON 2x STUDS @ 16 O.C. w/ TEXTURE $ COLOR PER OWNER. OF CAS \F 06-30-21 15 EXI5TIN6 MIN. R-21 or R-15 INSULATION BETWEEN 2x6 or 2x4 STUD WALLS. MaPAno, nm 16 EXI5TIN6 SLIDING 6LA55 DOORS PER DOOR 5GHEDULE $ FLOOR PLAN. 11 EXI5TIN6 VINYL WINDOW5 PER WINDOW SCHEDULE $ FLOOR PLAN. 18 EX1571N6 FINISH FLOORING PER FLOOR PLAN $ OWNER. 1q EXISTIN6 MIN. 4" THICK REINFORCED CONCRETE SLAB w/ #3 BARS @ 18" O.C. EACH WAY OVER 2" 5AND - 5EE FOUNDATION PLAN. 20 EXI5TIN6 MIN. 4" THICK SLOPED REINFORCED CONCRETE SLAB w/ FIBERBLA55 MESH OR 6x6110x10 WELDED WIRE MESH OVER MIN. 2" SAND. 21 EXI5TIN6 GONT. REINFORCED CONCRETE FOOTING PER STRUCTURAL - 5EE FOUNDATION PLAN. �2 PROVIDE NEW 8"xS"x16" CONCRETE BLOCK (CMU) BASE TO CREATE SUPPORT FOR NEW APPROVED CONCRETE FIREPLACE PER OWNER. O 23 NEW UL LISTED 36" WIDE OAS OUTDOOR FIREPLACE. MANUFACTURER: "ASTRIA" - MODEL #: I --I POLAR1536ZEP. PROVIDE BLACK 10" DIA. STOVE PIPE FLUE BY "CHAMPION" $ SPARK ARRESTOR BY "DURAVENT". SEE ELEVATIONS ON SHEET A3.0 FOR FIREPLACE MANTLE. Q 24 NEW MIN. 6" THICK REINFORCED CONCRETE SLAB w/ #3 BARS @ 15" ac. EACH WAY OVER 2" 5AND - SEE FOUNDATION PLAN. O 25 REINFORCED CONCRETE COLUMN FOOTING PER FOUNDATION PLAN w/ (3) #4 BARS EACH WAY @ BOTTOM - 5EE FOUNDATION PLAN ON SHEET A2.0. 26 NEW CONT. REINFORCED 12 DEEP x 8 WIDE PERIMETER FIREPLACE GONG. FOOTING PER FOUNDATION W PLAN w/ (1) CONT. #4 BAR @ BOTTOM - SEE FOUNDATION PLAN - THIS SHEET. U °O O00 c� 00 l 'u 00 00 C8 ci 00 JAN 2010 r� O GRvu�' [� 'LATE HEI6HT co MH , 111 , []jp lj� - - 7 > s I , FINISH TY OF O UILDING DIVISION REVIEWED FOR w. 1M COMPLIANCE DATE ----BY . DRAWN BY: MVP CHECKED BY: LWL DATE: 06/06/19 JOB NO: LCD -060619 1. FOUNDATION PE -516N BASED ON MINIMUM(CALIFORNLA)BUILDIN6 CODE 501L BEARING VALUE AS PERMITTED BY THE BUIL16 FFICIAL, IN THE ABSENCE OF A SOILS REPORT, 1:)E516N BEARING PRE55URE = 1500 P5F. 2. IT 15 5TRON6LY RECOMMENDED THAT THE CONTRACTOR/OWNER RETAIN A RE615TERED SOILS ENGINEER TO CONDUCT A SOILS INVESTIGATION AND 5UBMI7 A WRITTEN REPORT OUTLINING RECOMMENDATIONS ON ALL FOUNDATION DE516N AND CONSTRUCTION PROCEDURES. THE STRUCTURAL ENGINEER 15 NOT A GEOTECHNICAL CONSULTANT AND IS THEREBY NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF TH15 PROJECT. NOTE: NOT REQUIRED FOR APD1710N5 TO EXISTING STRUCTURES. 3. FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS EXI5TIN6 FOUNDATIONS, ETC. OR ANY UNUSUAL SOILS CONDITIONS ENCOUNTERED DURING 51TE CLEARANCE OR EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND/OR ARCHITECT IMMEDIATELY. 4. ABANDONED FOOTIN65, NEW OR EXI5TIN6 UTILITIES, ETC.; THAT INTERFERE w/ NEW CONSTRUCTION SHALL BE REROUTED OR REMOVED AS COORDINATED w/ THE ARCHITEGT/EN6INEER AND AS DIRECTED BY THE SOILS ENGINEER. 5. SLOPE ALL EXTERIOR FINISHED ORADE5 AWAY FROM THE BUILDING TO ENSURE THAT NO PONDING OR STANDING WATER OCCURS AROUND THE BUILDING. 6. CONTRACTOR 15 RESPONSIBLE FOR ALL 5HORIN6, CRIBBING, SHEET PILING, ETC. AS REQUIRED TO SAFELY RETAIN EXCAVATIONS AND TRENCHES DURING CONSTRUCTION. 1. TO DETERMINE BOTTOM OR TOP OF FOOTING ELEVATIONS, COORDINATE w/ THE FOUNDATION DETAILS AND SITE PLANS. 5. THE FOLLOWING MINIMUM EARTHWORK REQUIREMENT5 SHALL BE MET: A. STRIP AND REMOVE VEGETATION, DEBRIS, UNCERTIFIED FILL AND OTHER DELETERIOUS MA7ERIAL5 FROM THE BUILDING AREAS. ALL EXPOSED SURFACES SHALL BE FREE FROM MOUNDS AND DEPRESSIONS THAT COULD PREVENT UNIFORM COMPACTION. B. FOOTINGS SHALL BEAR 15" MINIMUM BELOW LOWEST ADJACENT FIN15HED COMPACTED GRADE INTO UND15TURBED NATIVE 501LS (UNLESS INDICATED OTHERWISE ON THE DRAYVIN65). COORDINATE ACTUAL CONDITIONS IF 501LS ARE DISTURBED; THE 5U56RADE SHALL BE SCARIFIED, M015TURE CONDITIONED AND COMPACTED TO q5% COMPACTION (ASTM D6g8) FOR A MINIMUM OF 15". G. SCARIFY, MOISTEN OR DRY AS RQUIRED AND COMPACT ALL 5UBORADE 501L5 TO A MIMIMUM DEPTH OF 15" BELOW SLABS ON GRADE. THE 5UB6RADE PREPARATION 15 TO BE ACCOMPLISHED IN A MANNER WHICH WILL RESULT IN UNIFORM WATER CONTENT AND SOIL DENSITY AFTER COMPACTION. D. FILL MATERIALS BENEATH 5LAB5 AND MISCELLANEOUS BACKFILL SHALL CONFORM TO THE FOLLOWING: GRADATION (ASTM C136): % FINER BY WEIGHT 2 100% NO. 4 SIEVE 50%-100% NO. 200 SIEVE (60% MAX. MAXIMUM EXPANSION POTENTIAL M 1.50 MAXIMUM 5OLUABLE 5ULFATE5 0.10 * MEASURED UPON SATURATION OF A SAMPLE COMPACTED TO 15% OF A5TM D6g8 MAXIMUM DRY DENSITY AT ABOUT 3% BELOW OPTIMUM WATER CONTENT UNDER A 100 P5F SURCHARGE PRESSURE. BASE COURSE BELOW CONCRETE FLOOR SLABS SHALL HAVE 100% PA551N6 THE 1 1/2" SIEVE, 45%-90% PA551NO THE NO. 4 SIEVE AND NOT MORE THAN 12% PA551NG THE NO. 200 SIEVE. E. ON 51TE 5UBGRADE SOILS, 5UB-BA5E FILL AND IMPORTED FILL SHALL BE COMPACTED TO THE FOLLOWING: MATERIAL: MINIMUM % COMPACTION (ASTM D6g8) BELOW FOOTINGS q5% BELOW SLABS ON GRADE q5% BASE COURSE q5% MISCELLANEOUS BACKFILL q0% q. REFER TO SEPARATE STRUCTURAL PRAWINC75 FOR THE MINIMUM REQUIREMENT5 w/ RESPECT TO SHEAR WALLS s HOLD-DOWN LOCATIONS. 1. ALL FRAMING AND CARPENTRY SHALL BE DONE IN ACCORDANCE WITH TH05E APPLI ABLE SECTIONS OF CHAPTER 23 OF THE LATEST ADOPTED EDITION OF 1�T E(CBC)AND THE DETAILS INDICATED IN THE DRAWINGS. 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR GRADE IN ACCORDANCE WITH THE LATEST EDITION OF "GRADING AND DRE551NO RULES #16 OF THE WEST COAST LUMBER INSPECTION BUREAU" OF THE FOLLOWING GRADES: RAFTERS AND J01575 - #2 AND BETTER HEADERS $ BEAMS - #1 PO5T5 - #1 5TUD5 (2x4 IN BEARING WALLS) STANDARD AND BETTER NOTE: DOUBLE ALL 2x4 STUDS IN BEARING WALLS THAT ARE TO BE NOTCHED OR BORED WITH CONDUITS STUDS (2x6 IN BEARING WALL5) - #2 AND BETTER ALL OTHER STUDS $ PLATES - 57UP GRADE ALL OF ABOVE TO BE AS SHOWN UNLE55 OTHERWI5E NOTED. NOTIFY STRUCTURAL ENGINEER IF OTHER SPECIES OF WOOD 15 DELIVERED TO THE JOB SITE. 3. WOOD BEARING DIRECTLY ON CONCRETE SHALL BE PRESSURE TREATED DOUOLA5 FIR. 4. STRUCTURAL WOOD MEMBERS SHALL NOT BE GUT FOR PIPEIN6, CONDUITS ETC. UNLE55 APPROVED BY THE STRUCTURAL ENGINEER. 5. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 6. ALL BOLTS TO HAVE FLAT WA5HER5 UNDER HEAD AND NUT AND AT ALL HOLOOWN BOLTS AND ANCHOR BOLTS. ALL BOLT HOLES SHALL BE 1/32" (MIN.), 1/16" (MAX.) OVER51ZED AT THE CONNECTION OF HOLDOWN TO POSTS. (INSPECTOR TO VERIFY) I. ALL PLYWOOD EXPOSED TO WEATHER SHALL BE EXTERIOR GRADE PRODUCT 57ANDARD P51-83, DOUGLA5 FIR LARCH, GPX. S. FRAMING 5URROUNDIN6 ALL METAL FIREPLACE VENTS SHALL BE CONTINUOUS 2x4 STUDS @ 16" O.G. SHEATHED WITH 1/2" 5TRUCT 1 PLYWOOD AND WITH DRAFT5TOP5 @ 10'-0" o.c. MAX. (FOR PLYWOOD NAILIN(5, SEE ROOF NAILING SCHEDULE.) q. CLU-LAMINTED MEMBERS SHOULD BE FABRICATED IN ACCORDANCE WITH BUILDING DEPARTMENT STANDARDS AND A.I.T.G. 117-7q, A CERTIFICATE OF INSPECTION TO BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION. SIMPLE SPAN 6LU-LAM5 ARE TO BE COMBINATION 24F -V4 CANTILEVER 6LU-LAM5 TO BE COMBINATION 24F -VS.) 10. COMPOSITE FRAMING MEMBERS SHALL BE BY TRU55 MANUFACTURER; FOLLOW MANUFACTURER'S RECOMMENDATION5 FOR 5TORADE $ INSTALLATION. TJI JOISTS - ICBO PFG 5351 (5J J015T - NER 475) PARALLAM - NER 451 (PREMIER PLUS 6LU-LAM - NER 456) 1 3/4" TIMBERSTRAND - NER 451 (STRUCLAM - NER 472) 11. HOLDOWN CONNECTION BOLT5/NUT5 SHALL BE TORQUED; TURN BEYOND FINGER T16147 OR AS REQUIRED BY MANUFACTURER. INSPECTOR SHALL VERIFY BY RANDOM INSPECTION PRIOR TO COVERING WALL5. 12. ALL SHEAR PANELS TO EXTEND FROM FLOOR TO FLOOR s FLOOR TO ROOF DIAPHRAGM5, UNLESS NOTED OTHERWISE. 13. REFER TO SEPARATE STRUCTURAL DRAWIN65 FOR BEAM TO BEAM 4 POST TO BEAM METAL CONNECTIONS. 14. PROVIDE 3/4" GPX 7$6 PLYWOOD DECKING w/ PANEL SPAN RATING OF 40/20 @ SECOND FLOOR 4 3/4" GDX TsG PLYWOOD DECKING @ SECOND FLOOR DECK $ STAIR LANDING. PROVIDE 10d COMMON 2 3/4" RING SHANK OR DRIVE 5CREW PLYWOOD NAILING @ 6" o.c. EDGES AND DIAPHRAGM BOUNDARY NAILING AND 12" o.c. FOR FIELD NAILING. LAY SHEETS PERPENDICULAR TO J015T5 $ OFFSET EACH ROW BY 4'. 15. HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WA5HER5; HOLDOWN5 SHALL BE TIGHTENED JUST PRIOR TO GOVERING THE WALL FRAMING. "I'll"Ill I•i .►: Lei 1. PROVIDE 1/2" GDX OR 1/2" 05B PLYWOOD ROOF SHEATHING w/ PANEL SPAN RATING OF 32/16. 5HEET5 TO BE LAID w/ LONG DIMEN51ON OF FULL 51ZE PANELS PERPENDICULAR TO THE SPAN OF ROOF FRAMING. 2. ALL 2x12 $ 2x10 RAFTERS TO BE SECURED w/ 51MP50N H2.5 ANCHORS @ TOP PLATE UNLE55 OTHERWISE NOTED, 3. ALL 2x10 RAFTERS TO BE SECURED @ RIDGE w/ SIMPSON L5T24 OVER TOP OF RIDGE OR HIP BEAMS $ FULLY NAILED @ 45" o.c. 4. PROVIDE ATTIC ACCESS WHERE SHOWN ON PLANS. MIN. 22"x30" WHERE ATTIC SPACE HAS AT LEAST 30" HIGH CLEARANCE ABOVE CEILING PER GBG 120q.2. 5. DRAFT5TOP5 SHALL BE INSTALLED IN ACCORDANCE w/ GBG 717.1 - GBG 711.4.3. 6. PROVIDE 10d COMMON 2 1/4" BARBED PLYWOOD NAILING 6" o.c. @ EDGE DIAPHRAGM BOUNDARY NAILING AND 10" O.G. FOR FIELD NAILING. 1. ROOF FLASHING SHALL BE 26 ga. MIN. $ SHALL EXTEND 12" MIN. EACH SIDE OF CENTER OF VALLEY OR HIP. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF 6" MIN. S. ALL GLU-LAM BEAMS INDICATED ON THESE PLANS SHALL BE DF/DF 24F -V4 w/ 5TANDARD CAMBER UNLESS OTHERWISE NOTED. q. TOPS OF ROOF RAFTERS CAN BE NOTCHED @ OUTLOOKER5 BECAUSE RAFTERS ARE OVERSIZED FOR SHORT SPANS. DIVISIONCiTT OF LA QUINTA BUILDING REVIEWED R CODE COMPLIANCE DATE -BY REVI $w . JAN 0 7 INTERW F CONSULTING +.FOU M N U ---- CONSTRUCT10"N 1`40TES d- o N U o o � 4 °M° ^ 0 a 00 1. THE CONTRACTOR SHALL VERIFY ON 51TE ALL DIMEN51ON5 PRIOR TO 5TARTIN6 WORK. THE 1. THE 6ENERAL CONTRACTOR AND 505 -CONTRACTOR SHALL VERIFY ALL ARCH ITECT/EN6 INEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO PROCEEDING. EXISTING CONDITION5 5HOWN ON THE PLANS AT THE 51TE PRIOR TO COMMENCING WORK. 2. UNLE55 OTHERWI5E NOTED OR SHOWN, ALL PHASES OF WORK ARE TO CONFORM TO THE 2. MINIMUM GEMENT CONTENT OF CONCRETE MIX SHALL BE 6 SACKS MINIMUM PER MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (LATEST GOVERNING EDITION), CUBIC YARD. LOCAL BUILDING CODES AND TH05E A57M SPECIFICATIONS UPON WHICH THE STANDARDS 3. MAXIMUM CONCRETE SLUMP SHALL BE 4 INCHES, PLUS OR MINUS ONE INCH. ARE BASED. WHERE CONFLICTS BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE M05T STRINGENT REQUIREMENTS SHALL GOVERN. 4. GEMENT FOR CONCRETE MIX SHALL BE STANDARD BRAND TYPE ll, LOW ° ALKALI, PER ASTM G-150. 3. ALL A5TM DE516NATION5 REFERRED TO ON THESE DRAWIN65 SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATIONS. 5. AGGREGATE SHALL CONFORM TO A57M G-33, ONE INCH MAXIMUM SIZE, 51ZE NUMBER 67 AGGREGATE. A MINIMUM 3" DIA. H05E FOR PLAGIN6 CONCRETE 15 4. ALL DIMENSIONS TO TAKE PRECEDENCE OVER 50ALE SHOWN ON PLANS, SECTIONS AND REQUIRED. PEA GRAVEL MIXES ARE NOT ALLOWED. DETAILS. 6. WATER REDUCING A6ENT5 SHALL BE USED TO REDUCE WATER / GEMENT RATIO. 5. NOTES AND DETAILS ON DRAWIN65 SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 7. CONCRETE MIX DE516N, INCLUDING PROPORTIONS OF MATERIALS FOR A 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FIN15HEP STRUCTURE, ONE -YARD BATCH, SHALL BE SUBMITTED TO 57RUGTURAL EN6INEER FOR UNLE55 OTHERWI5E NOTED OR 5HOWN. THEY DO NOT INDICATE THE METHOD OF APPROVAL. CONCRETE SHALL NOT BE ORDERED UNTIL MIX DE516N HAS BEEN CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK TO APPROVED BY THE STRUCTURAL ENGINEER AND THE ARCHITECT. COMPLETION OF THE PROJECT, AS INDICATED IN THE CONTRACT DOCUMENTS, AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS AND PROCEDURES. S. METHOD OF CONCRETE GURIN6 TO BE USED SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. NO CONCRETE SHALL BE POURED UNTIL THE GURIN6 METHOD HAS BEEN APPROVED BY THE STRUCTURAL 1. DETAILS; CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED THE SAME AS ENGINEER. SIMILAR CONDITIONS DETAILED AND/OR INDICATED ON THE PLANS. q. ALL CONCRETE SHALL HAVE 2500 psi MINIMUM COMPRESSIVE STRENGTH AT 25 S. NAILING; NAILING NOT SHOWN ON THE PLANS SHALL BE IN ACCORDANCE OF GOVERNING DAYS. CONCRETE SHALL BE MECHANICALLY VIBRATED DURING PLACEMENT. BUILDING CODES. (SEE NAILING SCHEDULE.) q. PROVIDE ALL TEMPORARY BRACING, 5HORIN6 AND 6UYIN6 TO AVOID EXCESSIVE 5TRE55E5 10. ALL HOLDOWN ANCHORS AND ANCHOR BOLTS AT SHEAR WALLS SHALL BE ON STRUCTURAL ELEMENTS, AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING HELD FIRMLY IN PLACE BY A TEMPLATE PRIOR TO POURING CONCRETE. ERECTION. EXACT HOLDOINN LOCATIONS MUST BE COORDINATED BETWEEN CONCRETE 10. CONTRACTOR SHALL INVESTIGATE 51TE DURING CLEARANCE AND EARTHWORK OPERATIONS AND FRAMING CONTRACTORS. OR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, 11. THE STRUCTURAL ENGINEER SHALL INSPECT THE STEEL FOR THE FOUNDATION FOUNTAINS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL PRIOR TO PLACEMENT OF CONCRETE FOR THE FOUNDATION. BE NOTIFIED IMMEDIATELY. 12. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, DEFORMED BARS 11. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF. LOAD CONFORMING TO A5TM A-615 GRAPE 60. GRADE 40 MAY BE USED FOR #3 SHALL NOT EXCEED PE516N LIVE LOAD FOR EACH PARTICULAR LEVEL. AND #4 BARS. THE PLAGIN6 OF REINFOR 6 STEEL SHALL BE IN 12. CONTRACTOR SHALL PROTECT THE ADJOINING PROPERTY DURING EXCAVATION. ACCORDANCE WITH CHAPTER 1g OF THE(20)1(5GBCZ&, PROTECTION SHALL BE SUCH THAT ANY EARTH OF THE ADJOINING PROPERTY WILL NOT 13. PRIOR TO THE CONTRACTOR'S REQUESTING FOR A FOUNDATION INSPECTION, GAVE -IN OR SETTLE. THE FOLLOWING REPORTS / APPROVALS SHALL BE PREPARED BY THE 13. THE CONTRACTOR SHALL NOTIFY THE "ARCHITECT/ENGINEER" OF ANY CONDITION REQUIRING STRUCTURAL ENGINEER AND SUBMITTED TO THE DEPARTMENT OF BUILDIN6 MODIFICATION OR CHANDE, BEFORE PROCEEDING WITH WORK. AND SAFETY: 14. ALL CONSTRUCTION TO PROVIDE A WATERPROOF, WEATHER TIGHT STRUCTURE. A. APPROVAL OF THE FOUNDATION EXCAVATION. CONTRACTOR SHALL VERIFY AND CAULK AS NECESSARY TO ACHIEVE THI5 REQUIREMENT. 14. CONCRETE CONTROL JOINTS TO BE TOOLED ONE INCH DEEP INTO SLAB THICKNESS EVERY 10' TO 15o.c. WITHIN 24 HOURS OF PLACEMENT. 15. ANY ENGINEERING DE516N PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR 15. SECURE NEW STEEL OOY4EL5 INTO T G G " -XP EPDXY THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. ADHESIVE" -ICG-ES ESR -2503 SPECIAL INSPECTION REQUIRED. 16. CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITION5 5HOWN ON THE PRAWINC25 PRIOR TO COMMENCEMENT OF WORK. 11. AFTER COMMENCEMENT OF WORK, ANY FAULTS IN CONSTRUCTION DUE IN PART TO ERRORS IN THE CONSTRUCTION DOCUMENTS, SHALL BE CORRECTED BY CONTRACTOR OR SUBCONTRACTOR. P"LUMBINN"'o' 1p"MOOTES 1. THE PLUMBING FIXTURES AND PLUMBING FITTIN65 SHALL MEET THE STANDARDS L15TED BELOW: GENERAL Pm"OTES (A) 5HOWERHEAD5 = 2.0 GPM @ SO P51 (B) LAVATORY FAUCETS = 1.2 GPM @ 60 P51 (C) KITCHEN FAUCETS = 1.8 GPM @ 60 P51 1. ALL WORK GALLED FOR IN THESE PLANS SHALL BE EXECUTED w/ EXTREME CONCERN FOR (D) WATER CLOSETS = 1.28 GALLONS PER FLUSH CRAFTSMANSHIP $ SAFETY AND IN FULL ACCORDANCE w/ THE ADOPTED CODES AND (E) URINALS (WALL MOUNTED) = 0.125 GALLONS PER FLUSH ORDINANCES OF THE JURISDICTION IN WHICH THE PROJECT IS BEING CONSTRUCTED. (F) URINALS (OTHERS) = 0.5 GALLONS PER FLUSH (G) METERING FAUCETS = 0.25 GALLONS PER CYCLE LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE 2. ALL WORK, WHETHER SPECIFICALLY GALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER LE55 THAN 0.5 GPM AT 20 P51. THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE A5 ADOPTED BY THE LOCAL GOVERNING AGENCY. 2. MAXIMUM TEMPERATURE OF 120 DEGREES TO BE PROVIDED BY THE USE OF A PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES. VERIFY THAT ALL NEW 3. IF ANY ERRORS, DISCREPANCIES, OR OM15510N5 APPEAR IN THESE DRAAIN65, AND EXISTING SHOWERS AND TUB-SHOWER5 HAVE EITHER OF THE PRESSURE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL BALANCE OR THERMOSTATIC MIXING VALVES PROVIDED. NOTIFY THE ARGHITEGT/ENOINEER IN WRITING OF SUCH ERROR OR OMM15510N. IN THE EVENT THAT THE GENERAL CONTRACTOR FAIL5 TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR WILL BE HELD 3. HOSE BIBB5 SHALL BE FITTED WITH A NON-REMOVEBLE BACK-FLOW DEVICE. RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS $ THE COST OF RECTIFYING THE SAME. 4. FURNISH AND INSTALL A MINIMUM 12" SQUARE ACCESS PANEL TO BATHTUB 4. THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF w/ THESE TRAP CONNECTION UNLESS PLUMBING IS PROVIDED WITHOUT SLIP JOINTS. Q DOCUMENTS PRIOR TO PROGEEDINO w/ ANY CONSTRUCTION $ SHALL REPORT ANY Q DISCREPANCY TO THE ARCH ITEGT/ENGINEER PRIOR TO STARTING ANY WORK. SHOULD ANY O DEVIATION BE MADE FROM THESE PLANS WITHOUT THE THE WRITTEN CONSENT OF THE O ARCH ITECT/EN6 INEER $ OWNER, THE GENERAL CONTRACTOR SHALL HAVE ALL F-+ RESPONSIBILITY FOR SUCH DEVIATION. 5. THE GENERAL CONTRACTOR SHALL SUBMIT (3) THREE COPIES OF SHOP PRAWINC75 OF ALL MANUFACTURED ITEMS (i.e. CABINETS) TO THE ARCH ITEGT/ENGINEER FOR REVIEW APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW, (5) FIVE WORKING DAY5 OF SUBMITTED ITEMS SO WHEREA5 SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. 6. INFREQUENT 51TE VISITS BY THE ARCH ITECT/EN6INFER SHALL IN NO WAY ALLEVIATE THE GENERAL CONTRAGTOR'5 RESPONSIBILITY IN REDARD5 TO CODE COMPLIANCE, SAFETY OR THOROU6HNE55. 1. ALL 5UB-CONTRACTORS SHALL VISIT THE JOB 51TE WITHIN (24) HOURS PRIOR TO COMMENCING WORK. THE 5UB-CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES 5UB-5URFACE PREPARATION $ SHALL REPORT ANY NON-GONFORMINO DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. 5. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY $ DEFEND THE ARCHITECT/ENDINEER, HI5 EMPLOYEES 4 ENGINEERS AGAIN5T ANY 4 ALL LIABILITY, CLAIM DAMAGES 6 COSTS OF DEFENSE AR151N6 OUT OF THE ERRORS, OMM1S51ON5 OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS OF THE PLANS OR SPECIFICATIONS. q. ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS OR SPECIFICATIONS SHALL BE AT THE 50LE RISK OF THE PERSON(5) MAKING OR CAU51NO THE SAME AND SHOULD BE REVIEWED BY THE ARCHITEGT/ENOINEER OF RECORD FOR CONFORMITY w/ THE INTENT OF THESE PLANS. 10. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY TOILETS FOR ALL TRADES UNTIL COMPLETION OF THE JOB. 11. ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WA5TE MATERIALS OR RUBBISH CAUSED BY THE WORK. 1. FOUNDATION PE -516N BASED ON MINIMUM(CALIFORNLA)BUILDIN6 CODE 501L BEARING VALUE AS PERMITTED BY THE BUIL16 FFICIAL, IN THE ABSENCE OF A SOILS REPORT, 1:)E516N BEARING PRE55URE = 1500 P5F. 2. IT 15 5TRON6LY RECOMMENDED THAT THE CONTRACTOR/OWNER RETAIN A RE615TERED SOILS ENGINEER TO CONDUCT A SOILS INVESTIGATION AND 5UBMI7 A WRITTEN REPORT OUTLINING RECOMMENDATIONS ON ALL FOUNDATION DE516N AND CONSTRUCTION PROCEDURES. THE STRUCTURAL ENGINEER 15 NOT A GEOTECHNICAL CONSULTANT AND IS THEREBY NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF TH15 PROJECT. NOTE: NOT REQUIRED FOR APD1710N5 TO EXISTING STRUCTURES. 3. FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS EXI5TIN6 FOUNDATIONS, ETC. OR ANY UNUSUAL SOILS CONDITIONS ENCOUNTERED DURING 51TE CLEARANCE OR EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND/OR ARCHITECT IMMEDIATELY. 4. ABANDONED FOOTIN65, NEW OR EXI5TIN6 UTILITIES, ETC.; THAT INTERFERE w/ NEW CONSTRUCTION SHALL BE REROUTED OR REMOVED AS COORDINATED w/ THE ARCHITEGT/EN6INEER AND AS DIRECTED BY THE SOILS ENGINEER. 5. SLOPE ALL EXTERIOR FINISHED ORADE5 AWAY FROM THE BUILDING TO ENSURE THAT NO PONDING OR STANDING WATER OCCURS AROUND THE BUILDING. 6. CONTRACTOR 15 RESPONSIBLE FOR ALL 5HORIN6, CRIBBING, SHEET PILING, ETC. AS REQUIRED TO SAFELY RETAIN EXCAVATIONS AND TRENCHES DURING CONSTRUCTION. 1. TO DETERMINE BOTTOM OR TOP OF FOOTING ELEVATIONS, COORDINATE w/ THE FOUNDATION DETAILS AND SITE PLANS. 5. THE FOLLOWING MINIMUM EARTHWORK REQUIREMENT5 SHALL BE MET: A. STRIP AND REMOVE VEGETATION, DEBRIS, UNCERTIFIED FILL AND OTHER DELETERIOUS MA7ERIAL5 FROM THE BUILDING AREAS. ALL EXPOSED SURFACES SHALL BE FREE FROM MOUNDS AND DEPRESSIONS THAT COULD PREVENT UNIFORM COMPACTION. B. FOOTINGS SHALL BEAR 15" MINIMUM BELOW LOWEST ADJACENT FIN15HED COMPACTED GRADE INTO UND15TURBED NATIVE 501LS (UNLESS INDICATED OTHERWISE ON THE DRAYVIN65). COORDINATE ACTUAL CONDITIONS IF 501LS ARE DISTURBED; THE 5U56RADE SHALL BE SCARIFIED, M015TURE CONDITIONED AND COMPACTED TO q5% COMPACTION (ASTM D6g8) FOR A MINIMUM OF 15". G. SCARIFY, MOISTEN OR DRY AS RQUIRED AND COMPACT ALL 5UBORADE 501L5 TO A MIMIMUM DEPTH OF 15" BELOW SLABS ON GRADE. THE 5UB6RADE PREPARATION 15 TO BE ACCOMPLISHED IN A MANNER WHICH WILL RESULT IN UNIFORM WATER CONTENT AND SOIL DENSITY AFTER COMPACTION. D. FILL MATERIALS BENEATH 5LAB5 AND MISCELLANEOUS BACKFILL SHALL CONFORM TO THE FOLLOWING: GRADATION (ASTM C136): % FINER BY WEIGHT 2 100% NO. 4 SIEVE 50%-100% NO. 200 SIEVE (60% MAX. MAXIMUM EXPANSION POTENTIAL M 1.50 MAXIMUM 5OLUABLE 5ULFATE5 0.10 * MEASURED UPON SATURATION OF A SAMPLE COMPACTED TO 15% OF A5TM D6g8 MAXIMUM DRY DENSITY AT ABOUT 3% BELOW OPTIMUM WATER CONTENT UNDER A 100 P5F SURCHARGE PRESSURE. BASE COURSE BELOW CONCRETE FLOOR SLABS SHALL HAVE 100% PA551N6 THE 1 1/2" SIEVE, 45%-90% PA551NO THE NO. 4 SIEVE AND NOT MORE THAN 12% PA551NG THE NO. 200 SIEVE. E. ON 51TE 5UBGRADE SOILS, 5UB-BA5E FILL AND IMPORTED FILL SHALL BE COMPACTED TO THE FOLLOWING: MATERIAL: MINIMUM % COMPACTION (ASTM D6g8) BELOW FOOTINGS q5% BELOW SLABS ON GRADE q5% BASE COURSE q5% MISCELLANEOUS BACKFILL q0% q. REFER TO SEPARATE STRUCTURAL PRAWINC75 FOR THE MINIMUM REQUIREMENT5 w/ RESPECT TO SHEAR WALLS s HOLD-DOWN LOCATIONS. 1. ALL FRAMING AND CARPENTRY SHALL BE DONE IN ACCORDANCE WITH TH05E APPLI ABLE SECTIONS OF CHAPTER 23 OF THE LATEST ADOPTED EDITION OF 1�T E(CBC)AND THE DETAILS INDICATED IN THE DRAWINGS. 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR GRADE IN ACCORDANCE WITH THE LATEST EDITION OF "GRADING AND DRE551NO RULES #16 OF THE WEST COAST LUMBER INSPECTION BUREAU" OF THE FOLLOWING GRADES: RAFTERS AND J01575 - #2 AND BETTER HEADERS $ BEAMS - #1 PO5T5 - #1 5TUD5 (2x4 IN BEARING WALLS) STANDARD AND BETTER NOTE: DOUBLE ALL 2x4 STUDS IN BEARING WALLS THAT ARE TO BE NOTCHED OR BORED WITH CONDUITS STUDS (2x6 IN BEARING WALL5) - #2 AND BETTER ALL OTHER STUDS $ PLATES - 57UP GRADE ALL OF ABOVE TO BE AS SHOWN UNLE55 OTHERWI5E NOTED. NOTIFY STRUCTURAL ENGINEER IF OTHER SPECIES OF WOOD 15 DELIVERED TO THE JOB SITE. 3. WOOD BEARING DIRECTLY ON CONCRETE SHALL BE PRESSURE TREATED DOUOLA5 FIR. 4. STRUCTURAL WOOD MEMBERS SHALL NOT BE GUT FOR PIPEIN6, CONDUITS ETC. UNLE55 APPROVED BY THE STRUCTURAL ENGINEER. 5. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 6. ALL BOLTS TO HAVE FLAT WA5HER5 UNDER HEAD AND NUT AND AT ALL HOLOOWN BOLTS AND ANCHOR BOLTS. ALL BOLT HOLES SHALL BE 1/32" (MIN.), 1/16" (MAX.) OVER51ZED AT THE CONNECTION OF HOLDOWN TO POSTS. (INSPECTOR TO VERIFY) I. ALL PLYWOOD EXPOSED TO WEATHER SHALL BE EXTERIOR GRADE PRODUCT 57ANDARD P51-83, DOUGLA5 FIR LARCH, GPX. S. FRAMING 5URROUNDIN6 ALL METAL FIREPLACE VENTS SHALL BE CONTINUOUS 2x4 STUDS @ 16" O.G. SHEATHED WITH 1/2" 5TRUCT 1 PLYWOOD AND WITH DRAFT5TOP5 @ 10'-0" o.c. MAX. (FOR PLYWOOD NAILIN(5, SEE ROOF NAILING SCHEDULE.) q. CLU-LAMINTED MEMBERS SHOULD BE FABRICATED IN ACCORDANCE WITH BUILDING DEPARTMENT STANDARDS AND A.I.T.G. 117-7q, A CERTIFICATE OF INSPECTION TO BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION. SIMPLE SPAN 6LU-LAM5 ARE TO BE COMBINATION 24F -V4 CANTILEVER 6LU-LAM5 TO BE COMBINATION 24F -VS.) 10. COMPOSITE FRAMING MEMBERS SHALL BE BY TRU55 MANUFACTURER; FOLLOW MANUFACTURER'S RECOMMENDATION5 FOR 5TORADE $ INSTALLATION. TJI JOISTS - ICBO PFG 5351 (5J J015T - NER 475) PARALLAM - NER 451 (PREMIER PLUS 6LU-LAM - NER 456) 1 3/4" TIMBERSTRAND - NER 451 (STRUCLAM - NER 472) 11. HOLDOWN CONNECTION BOLT5/NUT5 SHALL BE TORQUED; TURN BEYOND FINGER T16147 OR AS REQUIRED BY MANUFACTURER. INSPECTOR SHALL VERIFY BY RANDOM INSPECTION PRIOR TO COVERING WALL5. 12. ALL SHEAR PANELS TO EXTEND FROM FLOOR TO FLOOR s FLOOR TO ROOF DIAPHRAGM5, UNLESS NOTED OTHERWISE. 13. REFER TO SEPARATE STRUCTURAL DRAWIN65 FOR BEAM TO BEAM 4 POST TO BEAM METAL CONNECTIONS. 14. PROVIDE 3/4" GPX 7$6 PLYWOOD DECKING w/ PANEL SPAN RATING OF 40/20 @ SECOND FLOOR 4 3/4" GDX TsG PLYWOOD DECKING @ SECOND FLOOR DECK $ STAIR LANDING. PROVIDE 10d COMMON 2 3/4" RING SHANK OR DRIVE 5CREW PLYWOOD NAILING @ 6" o.c. EDGES AND DIAPHRAGM BOUNDARY NAILING AND 12" o.c. FOR FIELD NAILING. LAY SHEETS PERPENDICULAR TO J015T5 $ OFFSET EACH ROW BY 4'. 15. HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WA5HER5; HOLDOWN5 SHALL BE TIGHTENED JUST PRIOR TO GOVERING THE WALL FRAMING. "I'll"Ill I•i .►: Lei 1. PROVIDE 1/2" GDX OR 1/2" 05B PLYWOOD ROOF SHEATHING w/ PANEL SPAN RATING OF 32/16. 5HEET5 TO BE LAID w/ LONG DIMEN51ON OF FULL 51ZE PANELS PERPENDICULAR TO THE SPAN OF ROOF FRAMING. 2. ALL 2x12 $ 2x10 RAFTERS TO BE SECURED w/ 51MP50N H2.5 ANCHORS @ TOP PLATE UNLE55 OTHERWISE NOTED, 3. ALL 2x10 RAFTERS TO BE SECURED @ RIDGE w/ SIMPSON L5T24 OVER TOP OF RIDGE OR HIP BEAMS $ FULLY NAILED @ 45" o.c. 4. PROVIDE ATTIC ACCESS WHERE SHOWN ON PLANS. MIN. 22"x30" WHERE ATTIC SPACE HAS AT LEAST 30" HIGH CLEARANCE ABOVE CEILING PER GBG 120q.2. 5. DRAFT5TOP5 SHALL BE INSTALLED IN ACCORDANCE w/ GBG 717.1 - GBG 711.4.3. 6. PROVIDE 10d COMMON 2 1/4" BARBED PLYWOOD NAILING 6" o.c. @ EDGE DIAPHRAGM BOUNDARY NAILING AND 10" O.G. FOR FIELD NAILING. 1. ROOF FLASHING SHALL BE 26 ga. MIN. $ SHALL EXTEND 12" MIN. EACH SIDE OF CENTER OF VALLEY OR HIP. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF 6" MIN. S. ALL GLU-LAM BEAMS INDICATED ON THESE PLANS SHALL BE DF/DF 24F -V4 w/ 5TANDARD CAMBER UNLESS OTHERWISE NOTED. q. TOPS OF ROOF RAFTERS CAN BE NOTCHED @ OUTLOOKER5 BECAUSE RAFTERS ARE OVERSIZED FOR SHORT SPANS. DIVISIONCiTT OF LA QUINTA BUILDING REVIEWED R CODE COMPLIANCE DATE -BY REVI $w . JAN 0 7 INTERW F CONSULTING +.FOU M N U 0 nn sem, C!) ct U o d- o N U o o � 4 °M° ^ 0 a 00 I z 0 U LAz 0 U QROF ESS/0� co �' ✓Q' 2 Li fi 35749 11-14-19 a� s�q�F c 1 V \ F���`� OF CAO 06-30-21 awwman uve DRAWN BY: CHECKED BY DATE: JOB NO: U N o0 o0 c� o0 • o0 o U 00 C�: ct3 o0 oaf ct MVP LWL 06/06/19 LCD -060619 / , L