Loading...
BWFE2014-1039si ' D A.,,,.g. 78-495 CALLE TAMPICO VOICE (760) 777-7125FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/28/2014 Application Number: BWFE2014-1039 Owner: Property Address: 50597 CEREZA CITRUS EL DORADO APN: 776340016 1157 N RED GUM ST Application Description: 149LF OF V BLOCK WALL ANAHEIM, CA 92806 Property Zoning: Application Valuation: $8,734.00 r ' Applicant: 9 Contractor: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE (/ LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 FULLERTON, CA 92833 (714)630-7149 Llc. No.: 924123 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: Li ense No.: 924123 Date' Contracto0r. 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 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).: (__J 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 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 oft e w rk for which this permit is issued. have and will maintain workers' compensation insurance, as required by S ction 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: _ _ 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 tIfse provi ions. d��ad Dat Applicant. 61 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 pro erty for spection purposes. Date: nature (Applicant or Agent, U.''a FINANCIAL • • DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD i RECEIPT # CHECK # CLTD BY ' Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE . WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $61.49 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.19 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.06 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL TOTALS:$0.00 $168.74 $0.00 Description: 149LF OF 6' BLOCK WALL Type: WALL/FENCE Subtype: Status: APPROVED Applied: 8/28/2014 SKH Approved: 8/28/2014 SKH Parcel No: 776340016 Site Address: 50597 CEREZA LA QUINTA,CA 92253 Subdivision: TR 32751 Block: Lot: 16 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $8,734.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NAME TYPE Details: 156LF OF 6' GARDEN WALL AT FRONT YARD AND SOUTH PROPERTY LINE, [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Printed: Thursday, August 28, 2014 11:54:47 AM 1 of 2 CRWYSTEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON CA 92833 CONTRACTOR LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON CA 92833 OWNER CITRUS EL DORADO 1157 N RED GUM ST ANAHEIM CA 92806 Printed: Thursday, August 28, 2014 11:54:47 AM 1 of 2 CRWYSTEMS Printed: Thursday, August 28, 2014 11:54:47 AM 2 of 2 CRIffsrs TEMS ^ '# -' CLTD DESCRIPTION ACCOUNT QTY_ AMOUNT PAID PAID DATE RECEIPT # CHECK METHOD PAID BY FINAL" BY BY WALL/FENCE - EA BOND BEAM 101-0000-42404 0 $61.49 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.19 $0.00 100 LF WALL/FENCE -FIRST 101-0000-42600 0 $60.06 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $168.74 $0.00 TOTALS:00 Printed: Thursday, August 28, 2014 11:54:47 AM 2 of 2 CRIffsrs TEMS INSPECTIONS SEQID f INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FOOTINGS FINAL" BOND BEAM Printed: Thursday, August 28, 2014 11:54:47 AM 2 of 2 CRIffsrs TEMS Bin # Permit # City ®f .La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701.2 Building Permit Application and Tracking Sheet Project Address: - Owner's Name: Citrus El Dorado LLiC A. P. Number: - 3q—DD/ - Address: 1157N. Red Gum Street -77 Legal Description: of i 3a City, ST, Zip: Anaheim, CA 92806 :' 71 Contractor: bane Building Systems Telephone:(714)630-7685' Address: 1732 Y er m o Place Project Description: Sinl;le Family Home ne: Telephone: (949) 660=1587 :::s::":>:<:<:><><:>-:':>:>'r<A`:::;r:::>::>>«.<.<: <,.::.::::.......:..., iii:•,.:•.i:+ :i;:'t?i:i:(iii^v$•::::tiii;:>iin$i vi:i'i2i�:iii7���v ConstructionT e:ResidentialOccu an •Sin .'Family yP P �7 State Lic. #: C 15561 Project type (circle one):' ' ew Add'n Alter Repair Demo Name of Contact Person: Debbie A da.m s Ft.. y I # Stories: # Units: Telephone # of Contact Person: (714)630-7149 Estimated Value of Project: APPLICANT: DO.NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'�d TRACKING PERMIT FEES Plan Sets Plan Check.submitted Item Amount Structural'.Calcs. Reviewed, ready for corrections Plan Check Deposit. Truss Cales. Called Contact Person Plan Check Balance. Title 24 Caics. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Pians picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"� Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wits. Appr Date or permit issue scliodl Fees Total Permit Fees Lot— 1 (0 3 pe -int N 6' to 8' High Site Wall Spread Footing - C 0 100mph (ult) BILOCKca, 111141C. Risk Category I dace 1144 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 60 Wide CMU DESIGN CRITERIA: MASONRY FENCE -.WALL- SCHEDULE. 1. DESIGN CRITERIA PER 2013 CBC -2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf OPTIONAL WALL.CAP 'X' BARS 'H* MAX. 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 1. .. :..Y. BARS 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf - 'B' MIN. 5. CANTILEVER ACTIVE = 30pef 14* LONG CMU 18" LONG CMU TYPEPER S-2.0 6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psl, SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, V OCCUPANCY, 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE .#4027"o.c. 7- 270".. PROJECT SPECIFIC SITE,5; SID. LA&DER TYPE, NOTES: f#,6 S`TD­FO-k SLULOSONt).' 181 #4048"o.c. #4054"o.c. Z_' O" 46fkf RItINF, AT TOP COURFC______ 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24;4�;I. GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 'A' #4018"o.c.. 2'-0' INCHES, WHICHEVER IS GREATER. CENTER VERTICAL.BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLD—DRAWN STEEL 2'-0' WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6- WIDE (NOM.) CM GROUTCELLS, 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 0 28 DAYS, wl REINF. U.".1 fy Cf LA QUINTA TA A OTHERWISE REQUIRED BY SOILS REPORT. I i -4r BUILDN _�' LT 'TY 31f 3AFE y T_ DEPT. 2`-01. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR Aj- 4/fi. V uVD E E D WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR '4XISTRUCTION D ANGELUS BLOCK SLUMPSTONE SHALL BE USED. ' TR PER BARS P 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS Xlo. MANUFACTURED BY E—Z MIX INC., CONFORMING TO. PROPORTIONS AND SCHEDULE 0 REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL QqT 13Y(L 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 10OPSI, 20o C, F-- i 'YBARS PER 7. .,RST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP 7 IS PLASTIC. PER V 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH EQ. :EQ.' VERTICAL CONTINUITY OF THE CELLS. F.G. in 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF (L 40'—O"o.c. OR 20*-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET—SET FIRST Alf MORTAR WASHED COURSE 10. GROUT ALL CELLS WITH REINFORCEMENT. 2—#4 CONT. N 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 CONT. CONC. FTG. 3" CLR. SEE DETAIL SHEET S-5,1, TYP. B' 13. 00 NOT PLACE FOOTING WITHIN VA-0" OF A SLOPE LT.., BENDSPER MIN. SCHEDULE ;gA; I t4116" 3'-4" #4040"..C. 14036'o.c. 2 ,j _�.ANDERSON DESIGN GROUP Structural Engineering - Building Design 228 East Sadfflo Street • Covina # CA a 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 S-1.OLQ #6255 MASONRY FENCE -.WALL- SCHEDULE. 'X' BARS 'H* MAX. RORF4VALL 1. .. :..Y. BARS 'L' STEM - 'B' MIN. 14* LONG CMU 18" LONG CMU TYPEPER S-2.0 16" LONG CNU 16" LONG CMU #4048"O.C. #4054"o.c.#4024"o.c. .#4027"o.c. 7- 270".. 181 #4048"o.c. #4054"o.c. Z_' O" V 9" n #4048"o.c. 6' #4045 'A' #4018"o.c.. 2'-0' 3'-1"' #4054"o.c. 2'-0' 7'-4" #4048-o.c. #4045"o.c. A #4016-o.c. . #4018"6.6. 3!-0' 3'.-67 f4048"6.C., #4045'o.c. 2`-01. ;gA; I t4116" 3'-4" #4040"..C. 14036'o.c. 2 ,j _�.ANDERSON DESIGN GROUP Structural Engineering - Building Design 228 East Sadfflo Street • Covina # CA a 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 S-1.OLQ #6255 BLOCK CO , INC. Since Ise ANGELUS BLOCK MASONRY FENCE WALL SYSTEM sENO OF WALL 8' High Max. Site Wall C a 100mph Risk Category I 6' Wide CMU i x O 5 x HF, 5 x -FA 7-717,71117741. AIL A o x t x 0; RETURN TYP. 5xHF 5 xHF O SxHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES:( -4LTOTAL WALL LENGTH tet. z 1 5 x HF MIN. TYPICAL REINFORCED WALL STEM TYPES ELEVATION. WALL TYPES.' /� .).&( tj :.►; ....ANDERSON DESIGN GROUP.. Structural Engineering Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "enO,neermp exceuence sfnre J957- 5 x HF MIN, A�N:ED:5-21-14 S-2.OLQ #6255