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BWFE2016-0016/ �,�.�QD �i 49 78-495 CALLE TAMPICO Ce 0 "�" "�� VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 1/22/2016 Application Number: BWFE2016-0016 Owner: Property Address: 80210 VIA CAPRI RICHARD CARPENTER APN: 777100070 65923 RIMROCK CT Application Description: MOUNTAIN WEST/ BLOCK WALL BEND, OR 0 Property Zoning: Application Valuation: $6,500.00 Applicant: Contractor:LNJ a' SUNROSE CORPORATION SUNROSE CORPORATION Ilan 72-850 SOMERA ROAD 72-850 SOMERA ROAD PALM DESERT, CA 92260 PALM DESERT, CA 92260 `` 4 e (760)773-6633 Llc.No.:533670 _ LICENSED CONTRACTOR'S DECLARATION . I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 533670 Da : / A Contcto 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 t e _ k for which this permit is issued. n will maintain workers' compensation insurance, as required by S n 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: Policy Number: _ 1 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. Da / g a' / 7- Applica 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 �� Signature (Applican or Agent14 Description: MOUNTAIN WEST / BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 1/22/2016 RSE APPROVED Approved: Parcel No: 777100070 Site Address: 80210 VIA CAPRI LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 49 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $6,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: 180LF OF 6' INTERIOR WALLS (17 RUNS) [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP 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 RICHARD CARPENTER 65923 RIMROCK CT BEND OR 0 7771 Printed: Friday, January 22, 2016 1:39:28 PM 1 of 2 = SYSTEMS PARENT PROJECTS Printed: Friday, January 22, 2016 1:39:28 PM 2 of 2 Cg? -W- SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY 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 $29.00 $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: $137.77 $0.00 TOTALS:00 PARENT PROJECTS Printed: Friday, January 22, 2016 1:39:28 PM 2 of 2 Cg? -W- SYSTEMS DESCRIPTION FINANCIAL INFORMATION ACCOUNT CITY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL SO LF 101-0000-42404 0 $29.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL: TOTALS:• $137.77 $0.00 00 Bin #.0ty Permit # b\JJ 20itor 1 b of La Qurnto. Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: 904`0 V rA 61/41? A z Owncr's Namc: A. P. Number: 77 7 — 100- 0-70 * 07 I Address: "7/00 SUC013 P Legal Description: l -O !T •..Pjg L� City, ST, Zip: 514M E Contractor: 5CINMos 6 � P. Telephone: P Address: � %I / l��G G y /AW• Project Desdription: 13LQ(/k WAIII City, ST, Zip:.t L�N E Z�� I c d 'Telephone: 7,60%?7 66b .:;i: ii' ni'.•'� iii: :;:<•_:;<;•;:;:::;::;: ..................:................2 . � .2D4i� State Lie. # : S3 G.ZD Cit Lie. W. 0eo l+ 1 y Arch., Engr., Designer: Address: City., ST, Zip: Telephone: <> '''>'"`':` �;:»::,..::: [3t Construction Type: LOL lot - Occupancy: LL► State Lie. DemoPrject �Pc �e Name of Contact Person: Sq. Ft.: # Stories: V Units: Telephone #,of Contact Person: Estimated Value of Proj cctf 6&o(1 APPLICANT: DO NOT WRITE BELOW THIS LINE t! Submittal Rcq'd RCc'd TRACKING PERMIT FEES Plan Sets Plan C)reeksubmittcd Item Amount Structural Cates. Reviewed, ready for corrections Plan Clicck Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mcehanical Grading plan 2"' Review, ready for corrections/issue Electrical Subeontaetor List Called Contact -Person Plumbing Grant Decd Plans picked up S.M.I. MO.A. Approval Plans resubmitted Grading IN ROUSE:- 'r° Revinv, ready for correctionsrissuc Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of perntlt issue School FCC$ Total Perm.'t Fccs ffA 1 4 BLOCK CO., INC. SIM. 1946, ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: I. 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-ORAWN 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 C90. 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 lopsi. -2� L) VU p-5 j. ,RST 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'-O"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. 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. MINIMUM DEPTH 'D' ® SLOPE SLOPE SETBACK ^ MASONRY FENCE WALL SCHEDULE 'H' MAX. X BARS REINF.WALL STEM Y BARS - 16' LONG CMU 16' LONG CMU TYPE PER S-2.0 16' LONG CMU 16" LONG CMU 6'-O" 40948"o.c. 'A' 4®24"o.c. 40927"o.c_ # //4C954"o.a 8, X40948"o.c. I #40954"o.c. 6'-8" #4048"o.c. {/40945'o.c. -�— B' `�'`' 4®48"o.c, '�"` 4CD54 -0" 3'-0" 34 -0" 2'-4" P.. 31 1 -0" 3'-2" 2'-5" T RVCT -0" F CFC \FO A' 4016"o.c. 40918' �•-4" j/4C�946"O.C. '%4®45"O. C. rQr UddhAA"- a UA6bdr #4040"o.c. #40936"o.c.A 9ts o,c, gcsm O.C. 'B' #40940"o.c. #4C936"o.c. - "' ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badlllo Street U Covina • CA . 91723.2115 '(626) 938-1595 Facsimile'(626)938.0485 enprneenng exceaence since lPS7. a .c -roan -e w 6' to 8' High Site `Nall Trench Footing -�® 1C)Oriph= Risk alegopy J.AI"El Y Di"_P-1-IT. r, ZMU- -- FOF? CONSTRUCTION OPTIONAL WALL CAP ISATE J*BY �6 STD. LADDER TYPE /15 STD FOR SLUMPSTONE)_ JOINT REINF, AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. J D X W a = 'X' BARS PER N SCHEDULE ® _ o: CTR. OF WALL C, SETBACK PER SCHEO. 'Y' BARS PER SCHEDULE LAP J PER 'L' z � � x F. G. _J r: a w WET -SET FIRST a COURSE • � 2 MIN. �1 w J 2-#4 CONT. 2 v a CONT. CONC. FTG.------- + a" 5'-0" M(M —j CONT.{ TO DAYLIGHT 'L' STEM 1 'D' MIN. -0" 2'-2" -0" 3'-0" 34 -0" 2'-4" P.. 31 1 -0" 3'-2" 2'-5" T RVCT -0" F CFC \FO -4" 3'-5" -0" _ 2'-7"r DATE SIGNED 6-25-14 -1.2L0 #6255 (, 1 R��,i���i��� ' 19 t41 BI I "8 cy w"vv wc_ • tt _e 11 `�`'�`�' �� `\\\\ �<Ig I 1 I m "'" • u• art _' a • 3 1 I ` \, NN- �a� 6 t � I i, ,�` _ — _:. — ;!" rrt, i .z�l , � - g I t e l� \ �•+\ !v , 11 I 1 1 — - ar T� .��t ry,�i� �; � I ;t � f • � r_i I/� 1 ,� ,,�� ' rim 1'in! `�{(�?` :�1) �;::i'i-i ca,�;:`t;:,;:':i: ;�':it..; • ,6 \� � '�r� i 1 -a • 1 J._ r AV 11 IAJ 1 71: - ! r s IA 11Ji L=j 1 r t 1 J �! .I. 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