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BWFE2014-1080i 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1080 Property Address: 54565 SEA HERO CIR APN: 767780030 Application Description: GARDEN WALL 227 LF Property Zoning: Application Valuation: $6,129.00 Applicant: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 `mss °F lwQumrw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT OCT zip CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT 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 Division3 o the Business aXProfesCode, and my License is in full force aid effect. License Class: License No.: 728102 DIC: YG Z Contractor: OWNERBUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt fro the Contrac is State License Law for the following reason (Sec. 7031.5, Business a Professio Code: Any city or county that requires a permit to construct, alter, improve, o ish, 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 iChapter 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, -he 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 Ad IJ. VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/22/2014 Owner: IOTA GRIFFIN 4675 MACARTHUR CT NO 1550 NEWPORT BEACH, CA 0 Contractor: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)349-8269 Llc. No.: 728102 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 issued. I 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: 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 orkers' hatif I shoul compensation laws of California, and agree t, d become bje to the workers' compensation rovisions of Section 37 0 of the Labo ' oile, I s all forthwith comply with t ose pro , ions. date:APP A� t: If WARNING: FAILURE TO SECURE WORKERS' COMPENSATION OVERA)CT LAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALT S AND CIUP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDI ION TO TOF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3 R 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 stat laws relatin to buildi g construction, and hereby authorize representatives of this ci to enter on the ab ve mentioned proprty for inspection purposes. Date: 11r'f_ Signature (Applicant or Ag' ent): r DESCRIPTION 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 1 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 $91.36 $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 i Total Paid for FENCE OR FREESTANDING WALL• $200.13 $0.00 •TALS: $201.13 $0.00 I 6' (6'-0" TO 6-811 PROTO II - EXPOSURE C - DIP FOOTING DESIGN CRITERIA (PER 2013 CBC): 1. ` ALLOWABLE SOIL .BEARING PRESSURE PROTO II FENCE WALL = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. SEE SHEET B, C. & D PRIOR TO START OF CONSTRUCTION. 6" STD. HOOK— START 6" CAP BLOCK PER IL '� SHEET C STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL - SIZE PER SHEET C. NO COLD JOINTS-:-- PERMITTED OINTS : PERMITTED BETWEEN DIP =p, AND SETTING PAD I • N � HORIZONTAL JOINT M � REINFORCING TOP 2 COURSES BELOW FLATE N AND AT 24" O.C. BELOW VERTICAL FOOTING REINFORCING AT 6'-8" a POST TENSION (PT) FENCE, USE 1 (j4 IN a ROD SEE SHEET B FOR CENTER OF DIP ROD SPECS - CENTER IN WALL —PROTO II FENCE WALL PER FINISHED GRADE �#4 CONTINUOUS f AT HOOK z d' J _ U 2 d N 1 U � MAX won _z En 0 I I CONT. CONCRETE L1-- I I I SETTING PAD - C) Q I I SEE SHEET D a a W N I I -- 5'-0" TO 8 DAYLI-r MIN. CONT. LINE OF DIP FOOTING BEYOND. 3'-0" V 16" MIN FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE BLOCK AT SWALE AT GRADE. POST TENSION (PT) ROD SEE SHEET B CONCRETE DIP FOOTING DIP MAY BE OVER EXCAVATED AS SHOWN - FILL WITH COMPACTED FILL OR CONCRETE DIP DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH 'D' DIP FOOTING 12" TO 36" 2'-4- 6" TO 11" 2'-11" 3" TO 5" 3'-1" FENCE WALL SCHEDULE AT LEVEL SOIL NTA i EPT. 'H' MAX DESIGN WIND PT ROD DIP EXP/ PA -9N •-SPAeN 6'-0" C AT 1¢0 crrwcO,'d- C AT 1 0 BU LDIr G & SAFETY CAT1fElp 6'-8N CAT 1a -0" 4 A - rFOTO C AT 1 -- -- II r i OUIN STANDARD CA T. CAT1.0 llfk riff T ur+1 rt— JOB NUMBER 0�� SEALED ON 14-115-9155 8 / / 110 SCOIe TRACKING # DRAWN 0 S40 5 m 14-115-8964 TMH Lu °G ;t) CARUSO _ 8 PROTO-II Tu WALL SYSTEMS DATE ENGR sY * TURLEY $ re��=� WWW.PROT02.COM 08.19.2014 JAC PACKAGE SHEET SCOTT41800 CASCADES 0TOLA, CA 92591 lit) O �\��INC. �o PH® (951) 694-3793 - goryotto@protoii.com BY CERTIFIED INSTALLERS) S1.2 i www.ctsoz.com a -n (MAY ONLY BE INSTALLED APPROVED AND »»» 4', 6'. AND 9' THICK POST -TENSIONED MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED NTH WRITTEN SIGNATURE GENERAL STRUCTURAL NOTES 1. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL VERIFY THAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 150 PSF/FT (SOIL s CLASS 4 OR BETTER AS DEFINED BY THE CBC) STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR PASSIVE) AND A MINIMUM ALLOWABLE "9TEARNG PRESSURE OF 1000 PSF. 2. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO FIT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER. 3. SEE SHEET A FOR EXPOSURE, WIND SPEED, POST TENSIONED ROD SPACING, FOOTING SIZES, ETC. USER IS RESPONSIBLE TO VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE APPROVED SITE PLAN AND APPLICABLE CODE OR JURISDICTION REQUIREMENTS. 4. SOIL BELOW FOUNDATIONS SHALL BE WELL DRAINED AND NON -EXPANSIVE. USE CONCRETE WITH A MIN. STRENGTH OF 2,500 PS - TYPE II CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). CONCRETE SHALL BE A MIN. OF 48 HOURS OLD PRIOR TO FINAL TENSIONING ALL. ALL CONCRETE SHALL BE THOROUGHLY C DURING PLACEMENT. ONSOLIDATED BY SUITABLE MEANS 5. LAP REINFORCING STEEL: LAP = 32" FOR #4 BARS IN CONCRETE. 6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN. (F'M DESIGN CRITERIA FOR BLOCK IS BASED ON 2000 PSI). BLOCK SHALL BE A MIN OF 7 DAYS OLD PRIOR TO ROD TENSIONING. STANDARD HEAD AND BED JOINT BLOCKS WITH MORTAR MAY BE USED OR INTERLOCKING BLOCKS MAY BE USED. BLOCKS SHALL BE LAID IN RUNNING BOND. 7. MORTAR SHALL BE TYPE S, 2000 PSI MIN. MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING AND 24 HOURS OLD PRIOR TO FINAL TENSIONING. 8. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING. 9. REINFORCING REBAR SHALL CONFORM TO ASTM A641; Fy = 60,000 PSI. 10. PROTO-11 HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS. DIRECT TENSION INDICATORS (A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED BY ONLY AN APPROVED PROTO-II LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE 7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A641 (FY = 60000 PSI) AND HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION ROD = .1503 SQUARE INCHES. BEARING PLATES ARE 1/4" THICK (Fy=50 KSI) SEE SHEET C FOR DIMENSIONS. 1/2" COUPLERS PER ASTM A563 GRADE A, AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED IS DEFINED AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE 60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE WASHER) IS MANUFACTURED PER ASTM F959. PLASTIC REBAR SADDLES ARE NON-STRUCTURAL. 11. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP). 12. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. RODS SHALL HAVE A MIN. OF 3" 'L' HOOK, WITH 1/2" NUT AT END OF TENSION ROD WHERE EMBEDDED IN FOOTING. 13. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON—STUCCOED WALLS AND 20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. POST TENSION ROD SHALL OCCUR WITHIN 12" OF END OF WALL AND 12" EACH SIDE OF CONTROL JOINT. 14. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. NO BOND BEAM BLOCK MAY BE USED AT PLATE/TENSION LOCATION. 15. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION; AT CONTRACTOR OPTION, VERTICAL REBAR MAY BE STABBED DOWN INTO THE DIP. 16. A PROTO—II DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN THE BEARING PLATE AND NUT WITH THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A DEPUTY INSPECTOR SHALL VERIFY FINAL TENSIONING 70,6,000 POUNDS BY 1 OF 2METHODS; METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND COLLAPSED AGAINST NUT WITH NO LIGHT LEAKAGE BETWEEN THE PROTO—II DTI AND BOTTOM OF NUT. METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55 FT—LBS. (DTI MUST STILL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2). INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, AND INTEGRITY OF MORTAR JOINTS, AND PROVIDE A SIGNED REPORT TO ALL REQUIRED PARTIES. PROTO II MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. 17. POST TENSION ROD SPACING IS INDEPENDENT OF DIP SPACING. TOLERANCE FOR DIP SPACING IS 112" BUT THE NUMBER OF FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. POT A�THENS I n ROD. SP.AC p" S t8" BUT THE NUMBER F RODS LENGTH OF WALL MUST REMAIq 18. SEISMIC DESIGN CRITERIA: OSs AZ.O, S GIVEN 0.749 SOIL C ASS=D (ASSUMED) RfSK CA M GbRY�L LA Q T� 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE ggQfl605Tta&CoC lORTAY EWITA SIZE/DEPTH AND CLEANLINESS OF FO NDATION. ADDITIONAL SPECIAL INSPECTION A REQUIRE -0 UR4S I THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED Mn TN WRITTEN SIGNATURE t �/ @/ t- FOR CO , TRUC IMTO a TANDARD LA QUINTA CA Q F SS 0 <c� K !� DATE V JOB MBER p,? D SEALED V 2 ONco — 1 —9155 S40 5 m n0 Cale TRACKING # DRAWN 14-115-8964 TMH * CARUSO 8 � PROTO-II TM WALL SYSTEMS DATE ENGR S v si TRUCTV�P TURLEY �� '' WWW.PROT02.COM 4 41800 CASCADES COURT TEMECULA. 08.19.2014 ,IAC PACKAGE SHEET �Q SCOTT p2spa'e CA 92591 9% � INC. "^ a=ecce ATTN: GARY OTTO F OF CA��F www.ctsoz.com PHI 5 (951) 694-3793 — gOryolloc4}Trotoil.com a,n (MAY ONLY BE INSTALLED BY APPROVED CERinAEO �� ANO INSTALLERS) »»> A'. 6'. AND 8- THIO( POST -TENSIONED MASONRY WALLS •� THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED Mn TN WRITTEN SIGNATURE TOP OF PROTO II WALL s � I PROTO-II (5) (3) PLAN VIEW -nr_ l(2) 1 X SECTION (8) (7)- KEY NOTES: 1. POST TENSION ROD. 2. NUT. 3. DIRECT TENSION INDICATOR (DTI). 4. BEARING TOP PLATE. 5. COLLAPSIBLE TABS. 6. MINIMUM TENSION TO BE 6,000 LBS LOAD AND CONFIRMED BY ONE OF TWO METHODS PER NOTES "B" & "C" BELOW. 7. FILL CAP BLOCK WITH MORTAR. IMMEDIATELY "FLIP" ONTO ROD. COMPLETELY COVER NUT, ROD AND PLATE WITH MORTAR. 8. CAP BLOCK OF SUFFICIENT SIZE TO COVER PLATE AND ROD. 9. CONTINUOUS HORIZONTAL JOINT REINFORCING. 10. CENTER WEB OR END FACE SHELL BELOW. 11. STEEL PLATE SIZES: A. 4" PROTO 11:1/4":KYW B. 4" SLUMP PROTO II:1/4"x2 1/2"x6" C. 6" PROTO II: 1/4"x4 1/2"x6" D. 6" SLUMP PROTO II:1/4"x4"x6" STEEL PLATE'S TO BE PLACED AT THE EDGE OF THE CELL SO THAT THE PLATE BEARS FULLY ON THREE SIDES. 12. DO NOT USE BOND BEAM BLOCK AT BEARING PLATE LOCATIONS. A. PROTO II DTI TO BE USED AT EACH TENSION ROD. TABS FOR DTI SHOULD FACE UP AGAINST BOTTOM OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES BETWEEN BOTTOM OF NUT AND DTI) WHEN PROPER TORQUE OF NUT HAS BEEN ACHIEVED. B. AS ALTERNATE . TO VISUAL INSPECTION OF TABS, INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY USE OF A CALIBRATED TORQUE WRENCH. TORQUE NUTS TO 55 FT -LBS. OTI STILL MUST BE PLACED ON ROD IF USING TORQUE WRENCH METHOD. SEE GENERAL NOTE ON SHEET B. C. SPECIAL DEPUTY INSPECTOR WILL PERFORM" A VISUAL INSPECTION WHEN USING THE DTI METHOD TO CONFIRM THE DTI IS COLLAPSED WITH NO LIGHT LEAKS BETWEEN THE TABS AND BOTTOM OF NUT. IF USING TORQUE WRENCH METHOD, DEPUTY .INSPECTOR WILL CONFIRM WALL IS TORQUED TO 55 FT -LBS. NO VISUAL INSPECTION OF DTI IS REQUIRED. D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION OF TENSIONING PERFORMED BY ONE OF THE TWO METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR TO PROVIDE A COMP�RERQR4-Te-tt3TCD I Q - ,u _ BER t DATE 14-115-9155 SEALED ON TRACKING # DRAWN '01 1f / S4 55 m f10 Ole 14-115-8964 TMH LU °G CARUSO °"PROTO-II TM WALL SYSTEMS DATE ENGR * STRUCT��P� TURLEY °yotloe� WWW.PROT02.COM CASCADES COURT TEMECULA. CA 9259) 08.19.2014 JAC PACKAGE SHEET 41800 \ 5 SCOTT=W�� ATTN: GARY' OTTO qTF `Fpm OF CAI. I�9 r INC.m `��aoo PH® (951) 694-3793 - gorpolto®protoii.Com BY AND CERTIFIED INSTALLERS) S1.2 www.ctsoz.com (MAY ONLY BE INSTALLED APPROVED a� 0. 0 A _ 6- AND W THICK POST -TEN90NED MASONRY wALL$ THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE r FOOTING ELEVATION AT POST TENSION ROD PROTO II FENCE WALL I z THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REOUIREO AROUND ANCHOR BOLT AND NUT Y ELEVATION CRETE SETTING PAD 7/16" DIA. POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL 7/16" DIA. POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL I I I I � I� v z THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED L•� ` AROUND ANCHOR BOLT AND NUT 8" OSECTION Y CITE` OF LA QUINTA BUILDING & SAFETY DEPT. /`%pRoI STANI FOR CONISTR;' N , CA THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED W1TH WRITTEN SIGNATURE PT K p �y -SEALED DF,TE JOB NUMBE ON — — 5 8/1 �14 TRACKING j DRAWN 0( S405 m n0 SC 14-115-8964 TMH °G rn CARUSO _ PROTO-II TM WALL SYSTEMS DATE ENGR SrA'UCT��P TURLEY - WWW.PROT02.COM 08.19.2014 JAC `STT a�P 9T 0� v e SCOTT INC. = 41800 CASCADES COURT TEMECULA, CA 92591 3W�3LE ATTN: GARY OTTO PACKAGE SHEET F0F CA��F €m PHg (951) 694-3793 - goryotlo@Trotoii.COM (MAY a,'!, ONLY BE INSTALLED DY S1.2 D www,ctsoz.com APPROVED AND CERnTIED INSTALLERS) » i t. 6'. AND r THIO( POST-TENSIONEO MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED W1TH WRITTEN SIGNATURE LEGEND PROPERTY UNE AIR CONDITIONING PAD - — — — — — — - PUBLIC UTILITY EASEMENT CONCRETE STOOP — -' - - - -- RIGHT-OF-WAY (R/W) SIDEYARD GATE - ' -" — - - -- WATER MAIN 30 FIRE HYDRANT SEWER MAIN WATER METER GARDEN WALL 9 SEWER LATERAL RETAINING / GARDEN WALL TOP OF SLOPE TOE OF SLOPE NOTE DIMEf WONS SHOWN ARE NOTE PLOT PLANS WAY NOT SHOW CUFtMW RECORD INFORMAwK REFER TO THE tion 'M raunDlNc PNCE AND NOT -TME REPORT FOR DIMENSIONS. EASEMERTS. AND OTHER BIFUWMATION OF RECORD_ ARCHITEMRAL POP-DUTS DRY UTXMES AM NOT SHOWN ON THIS PIML MSA CONSIMMNG, INC LHWAR / C RANCH PLARK +o • tea. EMMMMtM . LAM JULY .2014 342M Han Stas tom. RAm= NAuLAm . CA 92M TRACT NO. 32879 CM `L • PAZ 0" "' LOT 253 - 54565 Sea Hero Crcie LOT AREA LENNAR LA OLIWA, RNER DE 00UNW, CALFOFMA 15.085 SF 980 MONTECffO DRIVE CORONA. CA 92879 SCALE 1'=30' (951) .817-3663 BUYERS ACCEPTANCE DATA $ ® o ��,�, x. 4 � � o�.;e .,..,,�,,,�„ a „��. � � � •.�,,,, BWFE$2014-108Q Description: GARDEN WALL 227 LF 1 n ` bu "Ci `�hf/aT'��' 3 Mt¢ SRA' � ,. dYi d R Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 9/15/2014 MFA Approved: Parcel No: 767780030 Site Address: 54565 SEA HERO CIR LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 253 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,129.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ¢ r�'tm�.¢ �v„ ..1?� .^� ,;•.,-, .._ �.7. .. .c'� ,�L. ,.. ,.,- ..::�'�F h �x.� r*'a�:...: Details: 227 LF GARDEN WALL [PROTO 11 SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Process Summary R 1 ... '•`1 � '"d�Rn� Trth � 1 n ` bu "Ci `�hf/aT'��' 3 Mt¢ SRA' � ,. dYi d R 7w.11*1 MINOR:.7 14 ERROR Xfry F o �;.,�,. _•s;a CLTD DESCRIPTION ¢ter, ..r .. • :, , ,.. , ,..... ..-__.<..., .ti .:.. :. . .. .... . ..._„ ,. �'s R •?,i n, sv kxb,. 'kw•�n,�c��°� n$ez eerc ti .!mFe. , ,..�a�,• .rmx. ..,w .�.. ?..... "�' ��i •�'A`;t ka fnn't Pm•fixn n n' rt.. n k m:�tm 6+t•# 0. .;�1J2.2 „�uS.,d MYSD, v-�1"ui "i`•�Av i�3�f:.r eSGt t, i+•e. �i�f ,TIJ>.j.att l .Wf.:!. S F 4. T"'b4,. ��j".. ... :. y ...a ... rtro- �aa,� *z. §..rr..v. �,�. �n.,w�,.r,. W,•,:,,,T.� �,�,:,� x•r,,..;;�rs�-. .k�g•3�.. ��rror�_�'w';*�yL'�". .^LAmltm +3fi..'_�dl 3grt.m,�� ...C"2.�_.^Rft., �&? ... +.:,,,,4"�Y' ? -s«,.. �.. ..,-_... �;,. � , ,'',k,. ��'-.' ¢ r�'tm�.¢ �v„ ..1?� .^� ,;•.,-, .._ �.7. .. .c'� ,�L. ,.. ,.,- ..::�'�F h �x.� r*'a�:...: NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT LENNAR HOMES OF CALIFORNIA -INC 25 ENTERPRISE ALISO VIEJO CA 92656 CONTRACTOR LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 BY OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT _ CA 0 NO 1550 BEACH Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 ,. v i aOt 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: Printed: Wednesday, October 22, 2014 4:39:46 PM 1 of 2 OI TO 1 SYSTEMS DESCRIPTION I ACCOUNT I QTY I AMOUNT I PAID I PAID DATE I RECEIPT # I CHECK # I METHOD I PAID BY CBY WALL/FENCE - EA 101-0000-42404 0 $91.36 $0.00 INFORMATION NOTES SEQID INSPECTION TYPE INSPECTOR ADDITIONAL 50 LF INSPECTIONS COMPLETED RESULT DATE REMARKS FOOTINGS WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 FINAL** 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $200.13 $0.00 PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS -7 REMARKS NOTES DATE BOND INFORMATION NOTES SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS FOOTINGS BOND BEAM FINAL** PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS -7 REMARKS NOTES DATE C Pointed: Wednesday, October 22, 2014 4:39:46 PM 2 of 2 r1?SY57EMS BOND INFORMATION ATTACHMENTS... C Pointed: Wednesday, October 22, 2014 4:39:46 PM 2 of 2 r1?SY57EMS