Loading...
BWFE2015-032378-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT, CA 92260 c&'�t 4 4 Qu!Kro COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BWFE2015-0323 53600 VIA BELLAGIO 777170021 ENGLANDER -BLACK / 6' BLOCK WALL $2,950.00 I IIIIII'llll'lll II'I 56 LICENSED CONTRACTOR'S DECLARATION I hereby affirm underpenalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 53367 Date: `/ I Co acto OWNER -BUILDER DECLARA ON 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 pursuantto 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 Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/17/2015• Owner. THOMAS NOKES 30 PHEASANT RUN PL DANVILLE, CA 0 Contractor: SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT, CA 92260 (760)773-6633 Llc. No.: 533670 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 DonL37010 rk for wh errriit is issued. have and will maintain workers' compensation insurance, as required by 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: _ Policy Number: _ 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: / 7 �5 Ap licant: WARNING: FAILURE TO SECURE WORKE ' COMPENSA ION 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. r Date: / 7 Siyfgnature (Applican or A e � j E1MgUNT � mint PAID � , �D:DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 RECEIPT tt C EC# z� DBY 5ORRPAIDB'4OMHOD �. Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 -��"2�5 DESCRIPT ON ACCOUNT s QTY � ,?Xx e .. AMOUNT i .�.. ri,�. •, PAID k �, PAIO�DATE q X WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $43.50 $0.00 PAIDBY MI RECEIP# CHECK #C DBY Y„+ _� y # r ,ri< �'�'�•,' PAID DATE¢ 5 .yy i�'i:. 'vS {. K .'S WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 Mi METHODS # O RECEIPT CHECK # DESCRIPTION A COUNT QMOU�NT PAID iPA D DA E I �' WALL/FENCE -FIRST 100 LF PC 101-0000-42600 0 , ` $60.91 $0.00 t,, -.. YYY S ” �'� � ��j".S' ... �� �...�,.� �t r Y .� '�., w , ' METHOD: RECEI # CHECK # �R.�'�'�'Y"'�+` �} IRK 1 � {PAID ,�� , h �_ -;� . � Total Paid for FENCE OR FREESTANDING WALL: - : $152:27 $0.00 0153'27..0 j Description: ENGLANDER -BLACK / 6' BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 11/17/2015 SGU APPROVED. Approved: 11/17/2015 SGU Parcel No: 777170021 Site Address: 53600 VIA BELLAGIO LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 333 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $2,950.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 25OLF OF 6' HIGH GARDEN WALL IN BACKYARD AND PART IN FRONT YARD [ANGELUS S-1.2LQ] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS I CONTACTS ,�:.A��ft��Sl . , .• CI7`Y ,STATE 'YIP PHONE FAX EMAIL .APPLICANT SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT CA 92260 SUNROSE.SEDONA@G MAIL.COM CONTRACTOR SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT CA 92260 SUNROSE.SEDONA@G MAIL.COM OWNER THOMAS NOKES 30 PHEASANT RUN PL DANVILLE CA 0 Printed: Tuesday, November 17, 2015 12:08:14 PM 1 of 2 CR SYSTEMS DESCRIPTION ACCOUNT QTYt AMOUNT PAID PAID DATE RECEIPT # ---- --------- CHECK # METHOD PAID BY LLTD a BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $43.50 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $152.27 $0.00 TOTALS:00 BOND INFORMATION Printed: Tuesday, November 17, 2015 12:08:14 PM 2 of 2 T1 SYSTEti1S Qin ?:. ' • Qty of La Quin to . -Building sl" Safety Division v3ii3 P.O. Box 1504, 78-4.95 Calle Tampico . La Quinta, CA 92253 - (7.6 777-7012 Building Permit Application and Tracking Sheet Permit !! i� (, 3 (�' Project AddressJr' O� �/A /� Owner's Name: A. P. Number: testi Legal Description: Ci, ST, Zip: /y/ e,9 '90L a- 7 Contractor• Telephone: p 7 !p iv �J '<s>'�":<:»•.>�:::;:>;.:.::�::.>:>;:<•>:�: Address: p j p / �-'jd/e�i- �/ �/ Project Description: 1 LOGS LAD 1}yL(___ City, ST, Zip:. rYl/ 9�0� D a2. 676 L.Gt�� �0a Telephone:„>t 7 3 t33140e-k— ' ?'ro ° � /CLG StatcLic.#: 3 3 4 o70 City Lic. #a�0/3' � Arch., Engr., Designer: Called Contact Person Address: Plan Check Balance. City., ST, Zip: Telephone: <'`:#r»':a?::<.<:.>:>?'<.':>':;::::: X. Construction Type: c PancY: WQ State Lic. #: Project ty}ic (circle one) New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telcphonc #,of Contact Person: Estimated Value of Project:��(� , d APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Rcq'd Rcc'd TRACMIG PERMIT FEES Plan Sets Plan Checksubmittcd 1(cm Amount Structural Calcs. Revicwtd, ready for corrections Plan Cltcek Dcposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°'Review, ready for corrections/issue Electrical Subcoalactor List Callcd Contact'Pcrsou Plumbing Grant DecdPlans picked up S.M.L.H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'r° Ticvicw, ready for corrcctionsrissuc Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Se11001 Fecs Total Permit Fccs BLOCK CO., INC. Since 114;' . ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: L DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION - Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, f'm - 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: 1. REINFORCING STEEL*SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER- TYPE) SHALL BE COLO -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psI ® 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM CSO. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGECUS"BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF DOpsi. X O o0 e.5 j 'i. .IRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC, 8. CONCRETE BLOCK SHALL BE LAID 'IN RUNNING BOND PATTERN WITH ' VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. it. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET S-5.1. AI IAII\,I lAl ncaT In, - CI n6v SLOPE 'H' MAX, A onrca nunr.nnA 16" LONG CMU 18' LONG CMU TYPE PER' 6'—D' 1 #4048'..c. 1 ff4W'54"O.C. �Q 6'•-8' 1 #4048"o.c. 1 #4045"o.c. II_#4F"8 0'c, �- #4048"o. C. #4®54"o.c. 7'-4"1f n 4048"o.c. uu4@45"o,c. I A' I N4m16'o.c. 1 //4018 o.c: I 'O' 'illA hi.A�IIAATA S••.. .. x/4040"o.c. I #4036"o.c. B• 1 4C�0"o.c. Lj403= ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badlllo Street o Covina • CA • 91723-2115 (626)938-1595 • • Facsimile'(626)938.0485 en9fn 1M9 exceuence s1nce 1957^ 6' to 8' High Site Wall Trench Footing-,-1UOrriph uit ; Risk i ategory I SAFE: FY' Df:' -PT,' 6° aide .0&MU OVED 1 FOF? CONSTRUCTION OPTIONAL WALL CAP PATE #6 STO. LADDER TYPE (#5 STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE 0 CTR. OF WALL SETBACK PER SCHED. 'Y' BARS PER SCHEDULE LAP PER 'L' F. G. WET -SET FIRST COURSE 2-#4 CONT. J 0 w x U V) m a CONT. CONC. FTG.----' 8" 5'-0" MIN. CONT. TO DAYLIGHT 'L' STEM I 'DMIN. R S -D 1 2'— 2 -o" z'-4" P.. 31 1 -o" 2'-5" TF RCT OF- C \F -4" 3'-5" -o" 2'-7" DATE SIGNED 6-25-14 S-1.2LQ #6255 MU dO `H.LNMO V I `OIJV'Ilgq VIA 009-£S XV/AV9Q1H alll £££ # ion RDNEIQISHN NWIR-NEICNV IONE1 aH.L Mhpill 21,111 e11 HM I 44 2 pill. Jill MIN C9 I aW W moo I� 5off a� n Q� Um � oi Iloilo I IXII a I 11 z �aIlla11 0