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13-1024 (BLCK)t , 4 P.O. BOX 1504 �VOICE 760 777-7012 78-495' CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/14/13 Application Number: 13-00001024 Owner: Property Address_: 81333 PEARY PL CHANG APN: 767-680-020-58 -330761- 81333 PEARY PLACE Application description: WALL/FENCE LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL (760)000 -0000 D Application valuation: 20000 Contractor: AVO Applicant: Architect or Engineer: RODRIGUEZ, JUAN � z,. 2013 80614 TANGELO COURT INDIO, CA 92201 Clii�®� (760) 578-7100 FINAN!)L,pT. LiC_ No.: 904127 ------------------------------------------------------------------------------------------------- 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 Professionals Code, and my License is in full force and effect. License Class: jC�8 qry,� License No.: 904127 Date I"' 2Qo7ltracto� TLAAMIJ �i( �J,[(, 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).: 1 _ 1 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.). 1 _ 1 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: lip LQPERMIT 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 of the work for which this permit is Ti issued. ,.have 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 NORGUARD INS Policy Number JUWC446195 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 Daa<rr11 / 700 of the Labor Code,, I,sshalll forthwith comply cco/mply wiitth those provisions. t f r' pplicart J�l/m� IWDP[OV6, 7 WARNIN : 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 Director of Building and Safety 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 orrect. I agree to comply with all city and county ordinances and state laws relating to building construc ion, an hereby authorize representatives of this my t ter upon the above-mentioned property for inAt pur oses. Date:{J� %� Z01Signature (Applicant or Age n :`_ Application Number . . . . . 13-00001024 Permit WALL/FENCE PERMIT 2013 Additional desc . Permit Fee . . . . 147.29 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 20000 Expiration Date 2/10/14 Qty Unit Charge Per. Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 7.00 14.3000 EA MISC WALL, ADDL 50 LF 100.10 ---------------------------------------------------------------------------- Special Notes and Comments 132LF OF 6' GARDEN WALL AT EAST SIDE OF PROPERTY LINE, 174LF OF 6 GARDEN WALL AT WEST PROPERTY LINE, AND 122 LF OF 6 GARDEN WALL WITH COLUMNS EVERY 8 AT NORTH SIDE OF PROPERTY [ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CALIFORNIA BUILDING CODES. Fee summary Charged Pdla Cieditad --------------------------- niip ------------------------------ Permit Fee Total 147.29 .00 .00 147.29 Plan Check Total .00 .00 .00 .00 Grand Total 147.29 .00 .00 147.29 LQPERMIT Bin # Qty of La Quinta Building 8i' Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ' aA Project Address: 48' 3 ?�..3 Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: L� Contractor: 01'^QPOR i21 ( Telephone: Address: gp.� to Iq IANEZ10 C-11— Project Description: f✓ City, ST, Zip: '/N /() Tele hone:78 .........................................:........:. � c��LL • State Lie. City Lie. #•: f ZZ ! /LA0 Arch., Engr., Designer: ,. WM Address: i Wr A�J�i 7 Nett- of �r Construction Type: P P Occu anc Y City., ST, Zip: Telephone: :•`•.''s.E?s;r<s'."::;:;•:::.:::::.::::::::::>>z:»><:>::::. State Lie. #: Project type (circle one ew Add'n Alter Repair Demo Name of Contact Person: V E� Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: D J Estimated Value of Project: —4/1000 i APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.1. 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.F. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 6'-8" to 8'--8" HIGH ORCO 16" SQ. PILASTER FOR 85 MPH EXPOSURE C WIND DESIGN CRITERIA: PER THE 1010 CBC 1. ALLOWABLE SOIL BFARING PRE5SURE =1500 PSF 2. ALLOWABLE LAnAU PASSIVE PRL3SbRE =150 PCF 3. GROUTSTREAVM - 2000 PSI @ 28 DAYS 4. RONfMaNG STIR : GRADE 60. 5. SEISMIC- 70% ONE SEC AOMERATION. 6.137 PSI MASONRYCOMPRESQONSTRENGTH. NOTES: 1. CONCRETE aWaSHALL CONFORM 70 ASTM C90. ORCO STD. AREf.7SION, SPLIT FACT, SLUMPED, OR WEDGELOCK BLOCK MAYBE USm 2. CONCRETE FOR F0077NG SHALL BE 1 PART CEMENT TO 2-.W PARTS SAND 70 3-1/2 PAR75 GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACC PORTLAND C946YT SHALL CONFORM TO ASTM C ISO TYPE V. Fc = 25W PSI 3. RETNFOR©NG SIM SHALL HE DEFORMED AND CONFORM TO A57M A 615GR4DE 60. PROVIDE 48 BAR OMMETER LAP, 4. Rfi&4R SMALL BE C SVTFRED IN THE CONCRETE BLOCK CELL N WHIC'L IT IS LOCA7ED. 5. CONCRETE BLOCKSHALL BELAYED INA RUNNWG BOND PATTERN WITH VERTICAL CONTINUlTYOF THE mas UNO. 6. ALL BLOCKCELL LONfA/NING VERTICAL REBAR SHALL SESOLID GROUTED. 7. USEOSPTYPES MORTAR PROPORT70NmUSINGASTMC270.1 PART CEMBVT 701/2 PART LIMETD 4-1/2 PARTS DAMP, LOOSE SAND, B. GROG? FOR CONCRETEBLOCX PER ASTM C476 TO BEI PART a NEHT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PARTS 3/8" PFA GRAVES IF WEATHER CONDI770AGARE FAVORABLEAND BLOCK UNOBSTRUCTED CSL S¢ELSSUFE7aeu TD ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCFGOOD GROUT FLOW WITHOUT SEGREGATION OF THECONSINENTS 9. BLOCKSTEM MAYBE WET -SET 1-1/2"INTD THEFOO77NG WHILE THE CONCRETE IS PLASTIC. SLOCKSIFM MAYBE PLACED TO EITHER EDGE OF THE TRENCH TYPE F007ING. 10. FOOTING MUST LTE FOURE.D ON OR INTO UNDISTURBm NATURAL SOIL OR ON COMPACTED FILL WITH A MNIMUM COMPACTION OF 90%. 11. FIR5TINSPECTI0N TO BEAFTIR ROOTING TRENQIESARE READYFOR CONCRETE ANDALL REQUIRED STEEL IS TIED IN PLACE SECOND INSPECTION TO BE WHEH THE REQUIRED VER77CAL IS IN PLACE AND THE BLOCK WALL IS READY 70 GROUT. 11. PROVIDE LXPANSIM ON7ROL JOINT ON EACH STDEOF PILASTER WHERE IN SZSEC77NG BLOCK WALLS OCCUR HORZ 'W — 6" LONG 12" 0/C EACH WAY W/DTH 'W' �j w (2)`A— W017CAL - AS SHOW �j w (2)`A— W017CAL - AS SHOW * fM2014 ORCO STANDARD 6' TO 8' CMU SITE WALLS 3 OP TONAL RAT (AP vi DESIGN CRITERIA. PER THE 2010 COC 1- ALLOWABLE SOIL BEARING PREZURE=1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRF.aZ. VIRE =150 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORQNGSTEEL : GRADE 60. 5. 1500 PSI MA.SONRYLUMPRESSION STRENGTH - NO SPCL. INSPECTION AND FOOTING DIMENSIONS. z s�s•,w,L.�ax �L:. OPE)V RE�tilREO TO, USE 6616 SU/Mpl� CT1t/. ORCn W1D1L[ SLUMP CAL, 6816, 6616, OR 6618 cmu GROUTED ONLY p VERT STEEL NOTES - 1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90. WEDGELOCK BLOCK, SLUMP 8LOLKAND SPLl7FACF BLOCKAREACtEPTABLE W X ?^DROP-IN Li4R 2, CONCRETE FOR F0077NGSHALL BEI PART CEMENTTO 2-112 X PARTS SAND TO 3-112 PARTS GRAVEL WITHA MAXIMUM OF 1-1/2 GALLONS OF WATER PER S40C. PORTLAND CEMENrSHALL CONFORM 70 ASTM C ISO TYPELV ! Fc = 2500 PSI #6 STD JOINT REINFORCEMENT @ 24"01c 3. RE INFORCTNG STEEL SHALL BE DEFORMED AND CONFORM TO (3 PLACES - 4 PLACES FOR 7 ASTMA 615 GRADE 60. PROWDE 48 BAR DIAMETER LAP. USE #S STD. FORSLUMP). FOR SLUMP BLOCK 4. REBAR SHALL BE CENTERED LN THE CONCRETE BLOCK CELL IN (Tj NOTE. PROVIDE 04 DOWEL & WiICNITlS LOCATED. y a #4 LMOP-IN a4R AT EAOl SIDE OF CONTROL JOINTS, S. ClONCRETF BLOCTC SHALL BE LAVED IN A RUNNING BOND PATTERN WITH VERTICAL COA77NUITYOF THE CELLS UNO. ENDS OF WALLS AND ® WALL 4 HEIGHT CHANGES 6. ALL BLACK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID m GROUTED. O 7C QCtWEL �1`CEN7E72.OF 7. USE TYPES MORTAR PROPORTIONED USINGASTM C 170 PART 4 CEMENT TO 112 PART LIME TO 4-1/2 PAR75 DAMP, LOOSE SAND. ,o cC7HU.- B. GROUT FOR CONCREMBLOCK PER ASTM C 476 TO BE I PART CEMENT TO 3 PARTS SAND (GROUT MAYCtONTAIN 2 PAR7S 3/8" PEA GRAVEL IFWEA7NER LVONDITIONSAREFAVORABLEAND BLOCK UNOBSTRUCTED CELL SaEISSUFFICIENT TO ALLOW GOOD GROUT FLOK9. WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREG4770N OF THE CtONS17UENTS. SEE C?t4RT 9. BLOCK STEM MAYBE WET -SET 1-1/2' INTO THE F0077NG WHILE . THE CONCRETE ISPLAS C, SLOCK57EM MAYBE PLACED TO v . ETrHfR EDGE OF THE TRENDY TYPE F0077NG 10. F0077NG MUST BEflOURED CYN OR iNTR7 UNDISTURBED I �_ ` •2 NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM t E'.t 1 t 4' . 1 MAX. CVOMPAC77ON OF 90%. 11. FIRST INSPECTION TD BEAFTER FiOO77NG TRBVCNESARE READY FOR CONCRETE AND ALL REQUIRED STEEL LS 7TED IN PLACE: p SECOND DIVEO70N TO BE WHEN THE REQUIRED VERTICAL IS IN PLACEAND 71YE BLOCK WALL LS READY TO GROUT. 04 HORZ. CONT. 12. MA)aMUM CONTROL IOINT SPACING.• 40'01C. 10' O/C FOR WALLS TO BE MORTAR WASHED OR SA/CcO CYIATED. S 70 DAYLIGHT MIN. FOOTING DEPTH FOR 5'70 DAYLIGHT' 8p WALLS WALLED WALL 0 .SLOPE' CONTi`. TOP 1 FT. SE7MCK 2FT. SE78ACK _ 27101 26' 2-0' SEE CHART FOR REQUIRED REQAR 3710 1 2'-0° " AND FOOTING DIMENSIONS. z s�s•,w,L.�ax �L:. OPE)V RE�tilREO TO, USE 6616 SU/Mpl� CT1t/. ORCn W1D1L[ SLUMP CAL, CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX. .D, DESIGN WALL TRENCH FOOTING X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH 6.1.'0"" 20-0" #4@ 48" 0/C ID+2'-O" #4 @ 48" 0/C U U 48' 0/C FOR 6' 48" 0/C FOR 6' W SLUMP BLOCK SLUMP BLOCK � j 6'=8" V` 2" #4@ 48" 0/C ID+2'-O" 44 @ 48" 0/C f� Q 40' 0/C FOR 6' 40' 0/C FOR 6" Z SLUMP BLOCK SLUMP BLOCK w W CL = N T'=4" 2'-4" #4@ 40" 0/C ID+2'-O" #4 @ 40" 0/C 1: (n 32. 0/C FOR 6" SLUMP BLOCK 32' 0/C FOR 6' SLUMP BLOCK tl� � CD t9 8+-0" 2'-6" #4@ 32" 0/C I D+2'-0" #4 @ 32" 0/C 24' O/C FOR 6" 24" O/C FOR 6' SLUMP BLOCK STUMP BLOCK Irv/ r: rvn iv-'cu/vu OLL&K Ubt 9•' INGRtMtNT RER4R SPACING THAT IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE.- 46"01C XAMPLE.48"0/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR 18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36"01C FOR 18" BLOCK - ETC. • •;•!mufaEtxmar. 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