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BWFE2014-10757e8-495 CQLLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1075 Property Address: 81600 MACBETH ST APN: 767800063 Application Description: GARDEN WALL 235 LF Property Zoning: Application Valuation: $6,345.00 Applicant: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 Tihf 4 44umto COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT OCT 24 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provis'ons of Chapter 9 (commencing w, h Section 7000) of Division 3 of the Business and Pr essions Code,. and my License' in full force and effect. License Class: icense No.: 728102 Date: Contractor � M OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt fro, ro the Co actor's State License Law for the following reason (Sec. 7031.5, Business an essions 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 Na Lender's Ad 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 he workers' compensation laws of California, and agree that, if I should b e su ect to the workers' compensation provisions of Section 00 of th abor Code" I shall forthwith c omply with th e r isions.at"'e: Ap�l t: WARNING: FAILURE TO SECURE WORKERS' COMPENSATIOOOVERAGEIS NLAWFUL, AND SHALL SUBJECTAN EMPLOYER TO CRIMINAL PENALTS UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDIT 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 berefit 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 st to laws relating to ilding construction, and hereby authorize representatives of this ty to enter th above mentioned prop rty f r inspection purposes. ��< Dat C/ Signature (Applicant or Age6t): ` � J� FINANCIAL • DESCRIPTION ACCOUNT 1 QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 a PAID BY METHOD' RECEIPT # CHECK # CLTD BY Total Paid for BUILDING 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 Total Paid forFENCE OR FREESTANDING WALL• $200.13 $0.00 • •• Description: GARDEN WALL 235 LF A11913111rahl. Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 9/15/2014 MFA Approved: Parcel No: 767800063 Site Address: 81600 MACBETH ST LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 138 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,345.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Sturies: 0 No. Unites: 0 Details: 235 LF GARDEN WALL [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Printed: Wednesday, October 22, 2014 3:56:28 PM 1 of 2 §?srsrems A11913111rahl. CHRONOLOGY CONDITIONS NAME TYPE NAME ADDRESSI CONTArTS 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 OWNER IOTA GRIFFIN 4675 MACARTHUR CT NO 1550 NEWPORT BEACH CA 0 FINANCIAL • 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 for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 Printed: Wednesday, October 22, 2014 3:56:28 PM 1 of 2 §?srsrems DESCRIPTION I ACCOUNT I QTY I` AMOUNT I PAID I PAID DATE I RECEIPT # CHECK # METHOD PAID BY CLTD BY WALL/FENCE - EA 101-0000-42404 0 $91.36 $0.00 SEQID INSPECTION TYPE INSPECTOR ADDITIONAL SO LF INSPECTIONS COMPLETED RESULT DATE REMARKS NOTES BOND BEAM WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 FOOTINGS 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 REMARKS NOTES DATE BOND INFORMATION ATTACHMENTS Printed: Wednesday, October 22, 2014 3:56:28 PM 2 of 2 srsrEMS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS NOTES BOND BEAM FINAL*" FOOTINGS PARENT PROJECTS REVIEWS - REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE BOND INFORMATION ATTACHMENTS Printed: Wednesday, October 22, 2014 3:56:28 PM 2 of 2 srsrEMS 6" (6-0" TO 6'-8'� 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 6" CAP BLOCK PER /— SHEET C STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL - SIZE PER SHEET C. 00 r I I I I I I I 8" CONT PER NO COLD JOINTS --- PERMITTED BETWEEN DIP ? AND SETTING PAD N HORIZONTAL JOINT 2:1 SLOPE M REINFORCING TOP 2 12" TO 36" COURSES BELOW PLATE 6" TO 11" AND AT 24" O.C. BELOW VERTICAL FOOTING 3'-1" REINFORCING AT 6'-8" -POST TENSION (PT) ROD SEE SHEETB' FOR FENCE, USE 1 #4 IN f10 SCOle CENTER OF DIP ROD SPECS - CENTER IN WALL PROTO II FENCE WALL FINISHED GRADE _#4 CONTINUOUS AT HOOK z 2 1 MAX CONT. CONCRETE SETTING PAD = 'SEE SHEET D I I I I5-0" TO DAYLIGH-r MIN. 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 DF 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 'H' DESIGN WINO I PT ROD DIP MAX EXP/ P+# P•AGN+ 6'-0" CAT 110 6'�cQ'i C AT 1 0 BU LDIieo CAT1 0 _ Qs --- 6'-8" C AT 1'0 a C AT 1 0 -- C AT 120 I 1 tF SAFETY IDEPT. ROTO II ISTANDARD 7-IFCA OUIN11A, CA THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE vr+I lz "77� JOB NUMBER O �� SEALED ON 14-115-9155 / f10 SCOle TRACKING N -DRAWN w S 40 5 m 14-115-8964 TMH °GC A R U S O PROTO-II TM WALL SYSTEMS DATE ENGR S * TURLEY S ae�'^ WWW.PROT02.COM 08.19.2014 JAC S'j9 TROCTU�P \Q Yz '; ) SCOTT W 41800 CASCADES COURTEHEC LA. CA 92591 OTTO PACKAGE SHEET OF CA�� INC. om PH® (951) 694-3793 — goryotlo®pro(oi.com ONLY CERTIFIED INSTALLERS) S1.2 www.ctsoz.com a... »»» {MAY BE INSTALLED BY APPROVED AND 4'. 6". AND r THICK POST-TER90REO MASONRY WALLS �-•1 THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE GENERAL STRUCTURAL NOTES I. 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 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 BEARING 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 PSI - 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 CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT. 5. LAP REINFORCING STEEL: LAP = 32" FOR 14 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-1I 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-11 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-11 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 TO 6,000 POUNDS BY 1 OF 2 METHODS; METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND COLLAPSED AGAINST NUT WITH NO LIGHT LEAKAGE BETWEEN THE PROTO-11 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 11 MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. 17. POST TENSION ROD SPACING IS INDEPENDENT OF DIP SPACING. TOLERANCE FOR DIP SPACING IS ±12" BUT THE NUMBER OF FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. PO III ROD-SPAGa-NG-%L{RA S t8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAI THF,-pAMEn� LA QUINTA 18. SEISMIC DESIGN CRITERIA: Ss=2.0, Sr=0.749 SOIL CLASS=D (ASSUMED) RISOCIATEG RY I. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE (jqQft0!�f}j&QbAOWVf RW q SIZE/DEPTH AND CLEANLINESS OF77� DDITIONAL SPECIAL INSPECTION A REQUIRED "U 1SDtC4T RVED FOR CO�TTRU: jC�TO II TANDARD LA QUINTA CA THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED WITH WRITTEN SIGNATURE Q F SS O k,� K! DATE JOB MBER -_773-9155 S p,'i O � SEALED G y C ON co S40 5 m 8/1`14 n0 Cole TRACKING # DRAWN 14-115-8964 TMH * CARUSO =tee PROTO-II TM WALL SYSTEMS DATE ENGR S s� TRUCTV��Q TURLEY WWW.PROT02.COM 1 41800 CASCADESRT 08.19.2014 JAC PACKAGE SHEET �000^� :. -. SCOTT INC. "o ecce TCO 0 EOULA, CA 92591 OF `WFO� CA www.CISOZ.COm �� PHI (951) 694-3793 - goryotlo�roloii.com a (NAI ONLI BE INSTALIEO BY APPROVED CERTIFIED S1.2 i v AND INSTALLERS) » A . 6 . AND 8' THICK POST -TENSIONED MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED WITH WRITTEN SIGNATURE TOP OF PROTO II WALL KEY NOTES: 1. POST TENSION ROD. S 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. S. CAP BLOCK OF SUFFICIENT SIZE TO COVER PROTO 11 �5� PLATE AND ROD. 9. CONTINUOUS HORIZONTAL JOINT REINFORCING. 10. CENTER WEB OR END FACE SHELL BELOW. (3) PLAN VIEW 11. STEEL PLATE SIZES: / A. 4" PROTO 11:1/4"x3"x6" B. 4" SLUMP PROTO II:1/4"x2 1/2"x6" l2� C. 6" PROTO 11:1/4"x4 1/2"x6" 0. 6" SLUMP PROTO 11:1/4"x4"x6" STEEL PLATES TO BE PLACED AT THE EDGE OF THE CELL SO THAT THE PLATE BEARS FULLY ON THREE SIDES. 12. 00 NOT USE BOND BEAM BLOCK AT BEARING (6) PLATE LOCATIONS. (8) (7) A. PROTO 11 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. DTI 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 OTI 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 COMPLETEDBFP-0R4-4e-LlsMD"'j THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. FOOTING ELEVATION AT POST TENSION ROD PROTO II FENCE WALL Y THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REOUIRED .AROUND ANCHOR BOLT AND NUT ELEVATION x 7/16" DIA. POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL li THICKENED FOOTING TO PROVIDEI� 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT AND NUT —\ L- — — — _ - 8" SECTION Y CONCRETE SETTING PAD 7/16" DIA. POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL CITY O6 LA QUINTA BUILDING & SAFETY DEPT. % PP ROkQ I STAN O " i FOR CSTR �. CA pJ K 1 � y Z Lu S405 m S * sT T'4UCTV�P �P 9T ��� FOF `\F CA SEALED ON 8/114T07CKING CARUSOOf- TURLEY b e SCOTT INC. WWW,CISO$.COrtT _ DATE n0 SC _ PROTO-II TM WALL SYSTEMS - WWW.PROT02.COM 47800 CASCADES COURT TEMECUTA, CA 92591 8. W3� .. ` ATTN: GARY OTTO ) �� aav PHy (95l) 694-}793 - goryotloOprotoii.tom 1 riNH MAY ONLY BE INSTALLED BY APPROVED AND CERnnED INSTALLERS »»j J. 6'. ANDB, THIO( POST-TEN$IONEO MASONRY WALLS JOB NUMBE — —Flb # 14-115-8964 DRAWN TMH DATE 08.19.2014 ENGR JAC PACKAGE S1 �� SHEET D THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE LEGEND PROPERTY UNE _ PUBLIC UTILITY EASEMENT RIGHT—OF—WAY (R/W) ---W— WATER MAIN —" "— ---� SEWER MAIN GARDEN WALL TOP � TOP. OF SLOPE Toe TOE OF SLOPE P RR CONDITIONING TOP AD CONCRETE STOOP F1 SIDEYARD GATE k% FIRE HYDRANT 9 WATER METER 6 SEWER LATERAL �j \` �.`•. .,,.,,,,,� � .6 71,;1. � ---;- w MACBETH STREET NOTE DIMENSIONS SHOWN ARE NOTE PLDT PLANS MAY NOT SHOW CURRENT REOORO INFORMATM REFER THE tion TO' 9WLDINc FACE AND NOT TRtS REPORT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. ARC1{RflCTURAI POP—OUTS DRY UTAI ES ARE NOT SHOWN ON THIS PUW. MSA CONSULTING, INC LE{WAR / CINTIN RANCH rr eeauro • Cnx a Lm Euzymm JULY 2014 J'ID >W Ums Davu • Rmmw Mamm a CA MM TRACT NO. 32879 7'" CT"` . F,," c16m '� LOT 138 MW MaCBeth street Lor AaEA LENNAR LA CUNTA, RI1l COL*M, CALFOFHA 16,385 SF 980 MONTECfTO ORTVE CORONA, CA 92879 (951) 817-3663 SCALE 1'=30'