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BWFE2016-003678-495 CALLE TAMPICO LA QU.INTA, CALIFORNIA 92253 Twr 4 1 4Q�mro COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 111111 IIIII IIII IIII 34 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/12/2016 Application Number: BWFE2016-0036 Owner: Property Address: 51040 EVANGELINE WY COACHELLA HOLD CO APN: 777030001 700 E TAHQUITZ CYN WAY A Application Description: COACHELLA HOLD CO LLA / WALL PALM SPRINGS, CA 0 Property Zoning: Application Valuation: $500.00 Applicant: ( LF� Contractor: WES MAN DEVELOPMENT COMPANY INC �. ' JWESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 J FFR 2 2 2fli; 55S S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 PALM SPRINGS, CA 92264 .ENT '4 C,�yi,Jl;i4•T; �E'!EL (760)325-3050 Llc. No.: 995566 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. Licens ss: 8 License No.: 995566 at� 2d Contra_ o OWNER -BUILDER DECLARATION // I hereby affirm under penalty of perjury that I am exempt from the Contractor's Statre 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 dpplicant to a civil penalty of not more than five hundred dollars ($500).: l__) 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, 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 contractors) 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: WORKER'S COMPENSATION DECLARATION I her under penalty of perjury one of the following declarations: 4 ' ave and will maintain a certificate of consent to self -insure for workers' ensation, as provided for by Section 3700 of the Labor Code, for the performance of the for which this permit is issued. --1-It nd 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. M workers' compensatio surance carrier and policy number are: ner Policy Num er. I certify that in the perform ce 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 37 bor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION ERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PE S AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,00 ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDE R 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-mentioned roperty for inspection purposes. Dat Signa _ FINANCIAL INFORMATION DESCRIPTION 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 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 $29.00 $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: TOTALS:00 $137.77 $0.00 Description: COACHELLA HOLD CO LLA / WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: FINALED Applied: 2/12/2016 RSE APPROVED Approved: 2/12/2016 RSE Parcel No: 777030001 Site Address: 51040 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: TM 36297 Block: Lot: 7 Issued: 2/22/2016 RSE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/30/2016 JFU Valuation: $500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 188LF GARDEN WAL [PROTO 2 STANDARD] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. 190 0 lllqJ 10 i Applied to Approved Approved to Issued Issued to Finaled Printed: Tuesday, April 11, 2023 11:30:46 AM 1 of 3 WsYsrEMS CHRONOLOGY • NAME TYPE NAME ADDRESSICITY STATE ZIP PHONE FAX EMAIL APPLICANT WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 PALM SPRINGS CA 92264 CONTRACTOR WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 PALM SPRINGS CA 92264 OWNER COACHELLA HOLD CO 700 E TAHQUITZ CYN WAY A PALM SPRINGS CA 0 Printed: Tuesday, April 11, 2023 11:30:46 AM 1 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 11:30:46 AM 2of3 CRWSY5TEM5 1WREVIEW TYPE REVIEWER FSENTATE DUE DATE RETURNED STATUS REMARKS DATE ■ ■ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WESSMAN BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/22/16 R13112 001206 CHECK DEVELOPMENT RSE COMPANY IN Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE - EA WESSMAN 101-0000-42404 0 $29.00 $29.00 2/22/16 R13112 001206 CHECK DEVELOPMENT RSE ADDITIONAL 50 LF COMPANY IN WALL/FENCE - FIRST WESSMAN 101-0000-42404 0 $47.86 $47.86 2/22/16 R13112 001206 CHECK DEVELOPMENT RSE 100 LF COMPANY IN WALL/FENCE - FIRST WESSMAN 101-0000-42600 0 $60.91 $60.91 2/22/16 R13112 001206 CHECK DEVELOPMENT RSE 100 LF PC COMPANY IN Total Paid for FENCE OR FREESTANDING WALL: $137.77 $137.77 TOTALS: INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE FOOTINGS JFU 6/7/2016 6/7/2016 PARTIALLY DOES NOT INCLUDE WING WALLS. APPROVED FOOTINGS JFU 7/28/2016 7/28/2016 APPROVED BOND BEAM JFU 8/9/2016 8/9/2016 APPROVED FINAL" JFU 8/30/2016 8/30/2016 APPROVED Printed: Tuesday, April 11, 2023 11:30:46 AM 2of3 CRWSY5TEM5 1WREVIEW TYPE REVIEWER FSENTATE DUE DATE RETURNED STATUS REMARKS DATE Printed: Tuesday, April 11, 2023 11:30:46 AM 2of3 CRWSY5TEM5 Printed: Tuesday, April 11, 2023 11:30:46 AM 3 of 3 WsYsrEMS Bin it City of La Q 1.f in to Building &r Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit Project Address: <�0 D Owner's Name: 6-66,h "/1.4jj��I-.ao t4 A. P. Number: 77;7 Q 6 do—z— Address, �'1 Legal Descriptio C �6& City, ST, Zip: J,05 zl-e� Contractor: -be Address:3Ss' S. %SQ 0 5"dv Telephone: . / t?(i z"y`v>/A:>`.4s::a`>`;i:s::':><: Project Description: `b J P e L �1C� 1�'a � 12. � City, ST, Zip: aq(I®S. s ' 04 0 ' 6 !✓�/ Telephone:7Ga State Lic. # !'_ City Lie_ 31;% y Arch., Cngr., Designer. Address: City., ST, Zip: Telephone: lij.. Construction Type: Occupancy: tYPa circle one). New Add'n Alter Repair Demo State Lic. #: < :#::: ........ :: .:.Project Name of Contact Person: �� Sq. PL: # Stories: # Units: Telephone # of Contact Person: 64:�L-041— 7 Estimated Value of Project: 6 b _ C) U APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Rcc'd TRACKING PERMIT PEGS Plan Sets Plan Check submitted Item Amount" Structural Calci. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Clieck-Balance. Title 24 Calcs.. Plans picked up Construction ' Flood plain plan Plan; resubmitted Mechanical Grading plan 2v' 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 ROUSE:- Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Pecs• Total Permit Fees w 1 1 1 1 1 1 1 i 1 1 1 1 1 / 1 1 1 1 1 i 1 1 1 i 1 1 1 1 1 1 PA 1 1 w 1 1 1 1 1 1 1 i 1 1 1 1 1 / 1 1 1 1 1 i 1 1 1 i ii 1 1 1 1 1 1 1 1 1 1 1 i 1 1 � 1 1 1 1 1 1 REARYARDSE18ACK 1 "gt11� i � V 00" r 1 D 1 � 1 1 1 1 1 PROPEWUNEart OLR'SIOEFACEOF ; WAIL, SEE CNL FOR EXACT LOCAMM ii 6" W-0 T05-80) PROTO i! - EXPOSURE C - TRENCH FOOTING .SETBACK - FACE OF FOOTING TO TOP OF SLOPE DESIGN CRITERIA (PER 2013 CBC): 6" CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING /I ,I PRESSURE = 1000 PSF MIN. 3" TO 5" 2. ALLOWABLE SOIL PASSIVE C AT 110 PRESSURE = 150 PCF MIN. STEEL PLATE TO BEAR FULLY 3. SEE SHEET BAND SHEET C f— ON CENTER WEB OR END'PRIOR TO START OF FACE SHELL— SIZE PER CONSTRUCTION. it SHEET C 00 U � � Z N w w LZ CD LU N O N oCLj L< ti - oho Nav1 w it �) HORIZONTAL JOINT IJ REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" II O.C. BELOW POST TENSION (PT) ROD SEE SHEET B FOR ROD SPECS — CENTER IN WALL PROTO • II FENCE WALL FINISHED GRADE #4 CONTINUOUS AT HOOK z M 2 �1. \_CONTINUD\Us'-'� MAXS CONCRETE TRENCH FOOTING 5'-0" TO 'DAYLIGHT MIN. FOR SIDEYARD RETURN WALLS. WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE .BLOCK AT SWALE AT GRADE. TRENCH DEPTH AT TOP OF 2:1 SLOPE .SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN.. DEPTH 'D' TRENCH FOOTING 12" TO 36" DESIGN WIND EXP MPH 6" TO 11" 6'-0" 3" TO 5" FENCE WALL SCHEDULE AT LEVEL SOIL H MAX DESIGN WIND EXP MPH PT ROD SPACING ..:. _..MIN... 6'-0" C AT 100 C AT 110 - -- C AT 120.. -� -- 6'-8" C AT 100 W, -=V- C AT 110 -- C AT 120 - CITY OF LA QUINTA BUILDING & SAFETY DEPT. A F} P V E D 'PRO DSII_ STANDARD FOR i GON :'TFIUCTION LA INTA, CrutA t ry. 1 Dt T B t ° :JOB NUMBER G�V.1' aoy SEALED ON 4-115-9155 y� 19 �¢ TRACKING # DRAWN Lu S 40 5% m / / SCOL@ 14-1,15-8964 TMH OC- am 8 P4M PROTO-II TA WALL SYSTEMS DATE ENGR yy CARUSO wwW.PROT02.COM 08.19,2014 JAG TURLEY ^'^ 41800 CASCADES COURT TEMECULA. CA 92591 ST �rRUCTU�...:�P (.$ SCOTT ��e@e@ PACKAGE SHEET �� ATTN: GARY OTTO 9TF �Fp" INC. b$ PH®( 1) 694-37 — 9 Y OD OF CA 95 93 or NO C rotor com C Or ,' www.ctsoz.com a`.., lX"r «��r BE Ws+Waco er nvaaTENS NEO UASON¢D WALLSINSULas) Sl -1 4'. A'. AND 8' Tao( POST -IEX90NE0 YA$pNRT WALLS THESE. DRAIIINGS%CALCULADONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION DR RECORDINC.UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED MT14 WRITTEN SIGNATURE. I 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 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 11 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 CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT. 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-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 PLACEDPER SHEET A AND CONFORM TO ASTM A62 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 RODS SHALL HAVE A MIN. OF 3" V 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 1N PLACE AT CONTRACTOR OPTION. 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 (OTI), 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 TOLERANCE IS t8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAIN THE SAME. 18. SEISMIC DESIGN CRITERIA: Ss=2.0 S1=0.749, SOIL CLASS=D(ASSUMED), RISK CATEGORY I. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLU l-IfNl� Al GRA AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL CIfS; T U Eb1itiIT� BY JURISDICTION. A 1-111' BUILDING & SAFETY DEPT. 4 A- DPROVED PROTO II STANDARD FOR CON,nTRUCT10 0 90; VA, CA Q0 ES B NUMBER _...`T. =155 Q F DATE I�"C�1 E„ Y, y o V• y. 1- SEALED ON 115-9 TRACKING # DRAWN 8�1�19 SCO�C 8•4 5 m 14-115-8964 TMH � CARUSO 8 arxy s PROTO-11 Tw WALL SYSTEMS WWW.PR0T02.00M DATE 08.19.?014. ENGR JAC �TRUCT��a�* TURLEY SCOTT@�@ 41800 CASCADES COURT TEMECULA. CA 92591 ATTN: GARY OiTO PACKAGE'SHEET 9TH ,�� OF INC. u^ 6�5� fi$ p6p6 PHB (951) 694-3793 — goryo11o43protoiiCom I D CER MED NSr.IRS S Sl CAS _ www.ctsoz.com �-N v »»» (WAY ONLY DE W51aLlCD 8Y APPROVED 4•. 6•. AND 6• M:fX POST-TENSMNEO MASONRY WILLS -1 THESE. DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION DR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.. . A z. 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 II: 1/4%3"W' B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6' C. 6" PROTO D: 1/4"x4 1/2"x6" D.. 6" SLUMP PROTO II: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. DO NOT USE BOND BEAM BLOCK AT BEARING PLATE LOCATIONS. NOTES:. 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. OTT STILL MUST BE PLACED ON ROD IF USING TORQUE WRENCH METHOD. SEE GENERAL NOTE ON SHEET B. C. SPECIAL DEPUTY INSPECTOR WALL PERFORM A VISUAL INSPECTION WHEN USING THE OTI 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 COMPLETED REPORT TO LISTED PARTIES. TIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH {MITTEN SIGNATURE. FOOTING ELEVATION AT POST .TENSION ROD ' PROTO II FENCE WALL .: 1 Li�: ; t .I� 11. I CON(2ETE SETTING PAD THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT AND NUT 7/16" DIA. POST TENSION RODS I ELEVATION WALLSEE SHEETB CENTER IN 1 7/16" DIA. POST TENSION RODS i (PT) SEE SHEETB CENTER IN WALL IT II V. i THICKENED FOOTING TO PROVIDE T� 3" MIN. COVER as REQUIRED AROUND ANCHOR BOLT AND NUT (DSECTION CITYOF LA QUINTA BUILDING & SAF=ETY DEPT. APP —of-.':: FOR %SE I,'$: F : �� CA •.!oQR� E. .� N � RTK'l ! DATE _.. JOB NUMBE SEALED ON '�� 'TT5-9T .5. T?8 19 14 TRACKING # DRAWN L„ ' S 405 m / / f1.0: SC 14-115-8964 TMH . DATE ENGR CARUSO PROTO-II ruwAu sYsreus WWW.PROT02.COM 08.1.9 2014 . JAC 5+� * ;y. TURLEY , a1800 CASCADES COURT IEMECUTA, CA 92591 `t'T RUC71}� a�P SCOTT k�@@ PACKAGE SHEET ,9 ,�c ��' .. ATTN: GARY OTTO TF ``pQ2 INC. U ... PHI (951) 694-3793 — gmyolto9wo(oiLcom � 1. OF (�'A.�\S" (MAY ONLY BE INSTALLED BY AFPROVED AND CERMEO INSTALLERS J L anoncn www.0 t502.COm ate' »>.»> 4•. S. AND B' 1MIIX POST-IEN90NE0 uASONRY YIALLS S2 THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NUT FOR CONSTRUCTION OR -RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AMXED WITH WRITTEN SIGNATURE. TYPICAL MASONRY DRAIN BLOCK DETAIL MASONRY WALL $4 CONTINUOUS AT HOOK CONTINUOUS TRENCH r i r V/1 I 'Ur' FOOTING X FESS pT K i/ys q! ti 4� 0 CID d «S 4055 m .11 CARUSO g TUMA Y SCOTT.4 INC. s� www.Ci50LCOR1 a... —1 04 VERTICAL AT 48' O.C. 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