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BWFE2014-111378-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4t�p 4 4 QuIAro COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2014-1113 Property Address: 53444 VIA STRADA APN: 777200019 Application Description: 30OLF OF 6' BLOCK WALL AND 4 Property Zoning: Application Valuation: $21,800.00 Applicant: L M MASONRY 74074 ASTER PALM DESERT, CA 92260 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: GNG HIDEAWAY LLC 445 18TH ST SANTA MONICA, CA 90402 z O < 0 Contractor: LM MASONRY m c r-..> 0 74074 ASTER c C=) PALM DESERT, CA 92260 (760)413-4030 Llc. No.: 966567 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 Divisiondof a Business and Professions Code, and my License is in full force and effect. License Class: C29License No.: 966567 Date:/O/�7/// /� Contractor: 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: Date: 10/17/2014 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' comp sation, as provided for by Section 3700 of the Labor Code, for the performance of th or for which this permit is issued. have and will maintain workers' compensation insurance, as required by 5 ion 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, should become subject to the workers' compensation provisions of Section 37 of the Labor Code, I shall fo with comply With those /rovisions. Date:/C'//' ate: C' � / Applicant: WARNING: FAILURE TO SECURE WORK S' 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 aws relating to building//////�� construction, and hereby authorize representatives of this cit o enter upon the abov mentioned property for inspection purposes. Date: 0 Signature (Applicant or Ag/ 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 $105.86 $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 $47.86 $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 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL• $214.63 $0.00 • • •• Description: 30OLF OF 6' BLOCK WALL AND 4 PILASTERS Type: WALL/FENCE Subtype: Status: APPROVED Applied: 10/17/2014 SKH Approved: 10/17/2014 SKH Parcel No: 777200019 Site Address: 53444 VIA STRADA LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 267 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $21,800.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 130LF OF 6' GARDEN WALL AND 6 PILASTERS AT NORTH AND SOUTH PL [CITY SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. ADDITIONAL SITES CHRONOLOGY CONDITIONS Printed: Friday, October 17, 2014 4:35:25 PM 1 of 2 CRWYSTEMS PARENT PROJECTS BOND INFORMATION ATTACHMENTS Printed: Friday, October 17, 2014 4:35:25 PM 2 of 2 CRWYSTEM S REMARKS NOTES SEQID INSPECTION TYPE INSPECTOR CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $105.86 $0.00 BOND BEAM 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- $214.63 $0.00 PARENT PROJECTS BOND INFORMATION ATTACHMENTS Printed: Friday, October 17, 2014 4:35:25 PM 2 of 2 CRWYSTEM S REMARKS NOTES SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE FOOTINGS FINAL" BOND BEAM PARENT PROJECTS BOND INFORMATION ATTACHMENTS Printed: Friday, October 17, 2014 4:35:25 PM 2 of 2 CRWYSTEM S Bin # Permit # Project Address: 3 u(la A. P. Number: J City of La Quanta Building 81: Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet i IL�i�/ t.rl Legal Description: M j9 Sy yVt j w#i--G s T Contractor: ji(/!7 %i"S p,y pel Address: -.7q— Q 7 e l��4K City, ST, Ziip:` PPL4'rl 050 XV 04,J � Telephone: -76c)y/.3 — (73v ?...::.>...: State Lic. # : City Lie. #; Arch., Engr., Designer: Address: City, ST, Zip: Telephone: to ic. #: S to L Name of Contact Person: Telephone # of Contact Person: Owner's Name: V Apt a k f c, Address: City, ST, Zip: Telephone: :':':<-`'•'<sss<'#'r's> Project Description: r\)et 44t I::=I —1'x'1 trso'N ,c . �t Itr SD: � .�.1 � T cl K S �lP ty !/ �I 1!5 / (J t-J4-5T4e S Q 'k)( 2_L/ ` 3 F7— Lih IM �45ta,�� vj Construction Type: rn �ql��y„ Wt/1 Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Estimated Value of Proiect: -�"? ) , 00n, APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKUNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. 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 Subcontactor List Called Contact Person Plumbing Grant Deed Plans 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. Wks. Appr Date of permit issue School Fees Total Permit Fees FOOTING. OPTION _"A" H., HEIGHT FROM TOP OF FOOTING 12" 10" FOOTING OPTION "B" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 8" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) SEE TABLE "A" — FOR REBAR SIZE AND SPACING (LOCATE. REDAR IN CENTER OF cai) REVERSE _ DIRECTION OF HOOK ON EVERY (FI DOTING WIDTH) OTHER REBAR SEE TABLE "A" SEE TABLE "B" FOR REBAR SIZE— AND SPACING (LOCATE RECAR IN CENTER OF CELL) FINISH GRADE (1) - #4 REBAR IIII OONTiNUOUS (2) 44 REBAF III) CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5'7`0 DAYLIGHT AS SHOWN BELOW. 0 oorrOM qs OF 5' MIN. FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. I „W., f(" FOOTING WIDTH)I SEETABLE"B" H„ HEIGHT FROM TOP OF FOOTING F" TABLE "A" Q „H„ • W., VERTICAL REINFORCEMENT 3' 17" #4 @ 48" O.C. 4' 20" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C. 6' 29" #4 @ 24" O.C. SEE TABLE "B" FOR REBAR SIZE— AND SPACING (LOCATE RECAR IN CENTER OF CELL) FINISH GRADE (1) - #4 REBAR IIII OONTiNUOUS (2) 44 REBAF III) CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5'7`0 DAYLIGHT AS SHOWN BELOW. 0 oorrOM qs OF 5' MIN. FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. I „W., f(" FOOTING WIDTH)I SEETABLE"B" H„ HEIGHT FROM TOP OF FOOTING F" „H" Q c 3' L m C() 10rr �1L \ �zrt �< 5' l� m Q 6' 34" TABLE "B" VERTICAL „H" W>, REINFORCEMENT 3' 19" #44 @ 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 34" #4 @ 24" O.C. CHECK..WITH THE._BUILDiNG_D_E.PARTMENT TQ VERIFY-lF A BUILDING PERMIT IS -REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT; BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAE; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM / � FREESTANDING BLOCK WALL q oe nor PHONE (760) 777-71.25 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 PAX (760) 777-70.11. 10/9/2014 COMMUNrIY DLVFL0MIErrr DCYr. MAGE 1 or• 2 FOC REBAR_PLACEMENT I. LLU_STRATI.O_N DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) =150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) =1500 WIND = 80 MPH. EXPOSURE C SEISMIC: NA= 1 .3. Nv=1 .6. Z=0.4, SOIL PROFILE=SD FOOTI_NG.O PTIO N_B Q F-- 'PICAL) w AND BO Di Ail 'ITH REB P,X -Bt ROUTED u- `� } Lu ROUT ENTI EZAL� -��JSE a1 ESH AS AP RO'PRIAT, 00 LL OZ`S Loi � F�-�< (TYPICAL) :BAR SHALL HAVE A M OF 3" CONCRETE ER AT FOOTINGS . WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM c FREESTANDING BLOCK WALL cFNOFII�t� PHONE (760) 777-7125 78-495 CALLC TAMPICO LA QUINTA, CALIFORNIA 92253 PAX (760) 777-7011 10/9/2014 COMMUNITY DF.VL• LOPMENT DEFT. F'AGE 2 OF 2