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BWFE2014-1034(L. 78-495 CALLE TAMPICO T4t(t4ati�Q"K* LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2014-1034 Owner: Property Address: 50628 CEREZA CITRUS EL DORADO APN: 776340013 1157 N RED GUM ST Application Description: CMU PROPERTY LINE BLOCK WALL 156 LF ANAHEIM, CA 92806 Property Zoning: Application Valuation: $9,604.00 B-7-1 Applicant: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 AUG 29 2014 COMMUNITYTYOELOPME— N pEP MENT 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.: 924123 Date`se: a 44ontractor: 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 Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Contractor: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 (714)630-7149 Llc. No.: 924123 Date: 8/28/2014 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty o` 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 work for which this permit is issued. Itave 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: _ 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 pro isions. Dater 16n. I L4 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- m=-ntioneedd prop rty forl'nspection purposes. y Date: �t':� / nature (Applicant or Agent): �r Bin # City ®f .ia Quinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701.2 Building Permit Application and Tracking Sheet Permit # • p Project Address: • — S Owner's Name: Citrus El Dorado LLiC A. P. Number: Address: 1157 N. Red Gum Street Legal Description: Contractor: Lane Systems City, ST, Zip: Anaheim, CA 92806 .. .F .}'•55555}5S'S;?;:;}5}(>:::i::i Telephone: (714 )630-7685 Address: 1732 Y erm o Place Project Description: Single Family Home City, ST; zip: Fullerton, CA 92833 C Telephone: (714) 630-7149 ::.�•.:::::.}:;;:.:::::.5;:<.55;<:..•:::::::.•s:�� state Lic. # :' 924123 Arch., Engr.,.Designer: Kevin City Lic. #: L. Crook Architect,Inc. Address: 1360 Reynolds Ave. City., ST, zip: Irvine, CA 92614 TelePhone:(949) 66E}=1587 State Lic. #: C 1556:1 ' i{iY>�•::::+}j Yvii;:?:ijiy;:;:j;: i}:`.:i?::: ;i:{ . .: } �+,C•5}}{ii 55}55:;555 •i:;iy i:;j•}(;:•Si: :::>:�::�>>::::�;<<��::t::<<:>�:ri>�:�>:<5 Construction Type:Tiesidentialoccupancy:Single. .......... ... .}:i't:5:� F `»'''«s<:f<:r:::5:.>::>::. , ;,;;..�;;5.;;..;;,;;.:, ; ;:.;; ;>:;,:<:,>;:;::;:>:;;>Y Project type (circle one): ew Add'n Alter Repair Family. Demo Name of Contact Person:D ebbie Adams Ft.: Stories: #Units: L Estimated Value.of Project! Telephone # of Contact'Person: (714)630-7149 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 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading pian 2nd Review, ready for correctionslissue Electrical SubcontactorList Called Contact Person. Plumbing GrantDccd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE.:- '" Reyiew, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees ��l Total Permit Fees DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD 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 $75.79 $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 $183.04 $0.00 TOTALS::4 • 00 Description: CMU PROPERTY LINE BLOCK WALL 156 LF Type: WALL/FENCE Subtype: Status: APPROVED Applied: 8/15/2014 SKH Approved: 8/28/2014 SKH Parcel No: 776340013 Site Address: 50628 CEREZA LA QUINTA,CA 92253 Subdivision: TR 32751 Block: lot: 13 Issued: Lot Sq Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $9,604.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 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. CHRONOLOGY CONDITIONS 13, 1 Applied to Approved, DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: Printed: Thursday, August 28, 2014 11:31:19 AM 1 of 2 CR. SYSTEMS PARENT PROJECTS BOND INFORMATION ATTACHMENTS Printed: Thursday, August 28, 2014 11:31:19 AM 2 of 2 cj?1"SYSTEMS NOTES SEQID INSPECTION TYPE CLTD 'DESCRIPTION. ACCOUNT QTY.- AMOUNT PAID PAID DATE RECEIPT# CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $75.79 $0.00 FINAL" 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• $183.04 $0.00 PARENT PROJECTS BOND INFORMATION ATTACHMENTS Printed: Thursday, August 28, 2014 11:31:19 AM 2 of 2 cj?1"SYSTEMS NOTES SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED DATE RESULT REMARKS" BOND BEAM FOOTINGS FINAL" PARENT PROJECTS BOND INFORMATION ATTACHMENTS Printed: Thursday, August 28, 2014 11:31:19 AM 2 of 2 cj?1"SYSTEMS I , -- -- - -- =_� _--- ,�- _ _ _ __ -- -- - --- -- - a - ------- ------ -- ------------------ - - --- ----------------- ---- ------ --- —------------- -------------------------- ------------ -.- - -- J Ow I gg co I Je I J )JAl t A I" U U �Y .. t. f �... Jy2. 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QAT _ BY - — EG ,ue µ v.., _ A s eP z rA^, MAFHC SC LLE- /'� A. cp�4 A.Y. 6' to 8' High Site Wall Spread Footing - C a 100mph (ult) eILOCKCM,iHc: Risk Category I sL,Dn nu t ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE a 1500psf OPTIONAL WALL.CAP 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, fm a 1500ps1. 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.6 STD' LADDER TYPE. NOTES: #5 STD:;t OR SUIMPSTONE). JOINT REINF AT: TOP COURSE;- 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24.01. GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL .BARS IN CELLS. #4048'o.c. #4045"o:c. B'' 2. JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLO -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6" WIDE (NOM.) 'CMU... `,OOPS1. ;jDOU f'S t Y BARS PER GROUT CELLS. �, ('y 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl m 28 DAYS, UNLESS w/ REINF. OTHERWISE REQUIRED BY SOILS REPORT. VERTICAL CONTINUITY OF THE CELLS. F3UIi_liEi�IC 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR }- a WET -SET FIRST__ MORTAR WASHED COURSE , WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR 2-#4 CONT:­­�_ 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL ANGELUS BLOCK SLUMPSTONE SHALL BE USED. FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL F i� S. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 'X' BARS PER 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS MANUFACTURED BY E -Z MIX INC., CONFORMING TO. PROPORTIONS AND SCHEDULE REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL i i DATc MANUFACTURED BY E -Z MIX INC. CONFORMING T0. PROPERTY X' BARS RLINF:WAl1 ST(71 ........ .: Y ..BARS H' MAX, "- REQUIREMENTS OF ASTM C270. #4048'o.c. #4045"o:c. B'' 6. GROUT SHALL CONFORM TO ASTM C476, NTH AN 8-11INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF _. . `,OOPS1. ;jDOU f'S t Y BARS PER 7. ..RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP ' IS PLASTIC. PER 'L' 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH 8' VERTICAL CONTINUITY OF THE CELLS. F.G.- .G-9. 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 WET -SET FIRST__ MORTAR WASHED COURSE , 1.0. GROUT ALL CELLS WITH REINFORCEMENT: 2-#4 CONT:­­�_ 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. FTG- 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS CONT, CONC. SEE DETAIL SHEET S-5.1. tDO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE ALT. 8END53. ' . ..... MASONRY FENCE WALL!. SCHEDULE, X' BARS RLINF:WAl1 ST(71 ........ .: Y ..BARS H' MAX, "- 'L' STEM '8' MIN. . 16' LONG CMU 18" LONG CMU TYPES PER, S.:2..0 18' LONG CMU 18" LONG CMU A'` 4024"o.c. 4®27"o.c. 2 =0`. 2 =10' 6'-Q' #4®48"o.c. #454"o.c. 'Bt 4048"o.c. 054"o.c. 2.=0" : A' 4tm16"o.c. 418"o,c:.: 2 6!=8" #4048"o.c. '#4®45'o.c. B'4®48'0.c. 4054"0.c. 2-0' 1'=1177 7'-4" #4048'o.c. #4045"o:c. B'' W5 _. . 8'-0" #4®40"o.c. #4®36"o.c. A' ._ , ,6,0. c. 09 o.c.,. 3'-4" 3'-8" 8' 4®40"c.c. 4®36 o.c. 3'-0" ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badillo Street • Covina • CA " 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 ' ' enDlneennD excellence since 1957- ' EQ. Q'U, NTA tI ETY DEPT. VSD D 0 4 D RUCTION $ J d. Of w a. J. N 3" CLR. TYP. '8' MIN. PER SCHEDULE IT SIGNED 6-25-14 S-1.OLQ #6255 e1� BLOCK CQ, INC. Since 1846 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM AD:OF WALL x x 'O "SxHF. N 8' High Max. Site Wail C o 100mph Risk Category 1 6' Wide CMU 5 OF e i L PT`. i 'TUN AD' /I, in -7 ANIL u SxHF SxHFI, O SxHF. RETURN TYP.. TYPICAL REINFORCED WALL STEM TYPES PLAN NED 5-21-14 ANDERSON DESIGN GROUP. c Structural Engineering Building Design L7 2.0L Q 228 East Badillo Street • Covina • CA . 91723-2115 (626) 938-1595 • Facsimile (626) 93B-0485 #6255 enp/neerfno excef/ence store 1957' WALL TYPES /� ` .&(131: , TOTAL WALL LENGTH J Acz 3 }J i< � .. 5 x HF MIN. .. .. 5 x HF MIN. ,. o a w 7 z z o W A8:. 8 . A W `FG. L Z .71 o_ Q w a - FT.G..� ... TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES, 0&6 NED 5-21-14 ANDERSON DESIGN GROUP. c Structural Engineering Building Design L7 2.0L Q 228 East Badillo Street • Covina • CA . 91723-2115 (626) 938-1595 • Facsimile (626) 93B-0485 #6255 enp/neerfno excef/ence store 1957'