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BWFE2016-0030Description: 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: 51165 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: THE ORCHARD Block: Lot: 2 Issued: 2/22/2016 RSE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/20/2016 JFU Valuation: $500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 262LF OF GARDEN WALL SIDE YARD [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. 149 0 J* - 10 41 I Applied to Approved Approved to Issued Issued to Finaled Printed: Tuesday, April 11, 2023 10:05:36 AM 1 of 3 WSYSiEMS p lip • • • 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 LLA 5750 WILSHIRE BLVD STE 501 LOS ANGELES CA 90036- 3638 Printed: Tuesday, April 11, 2023 10:05:36 AM 1 of 3 WSYSiEMS Printed: Tuesday, April 11, 2023 10:05:36 AM 2 of 3 WsYsrEMS ■ ■ 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 $58.00 $58.00 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: $166.77 $166.77 TOTALS: $167.77 $167.77 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE FOOTINGS JFU 2/25/2016 2/25/2016 PARTIALLY DOES NOT INCLUDE WING WALLS. APPROVED FOOTINGS JFU 6/23/2016 6/23/2016 DISAPPROVE WING WALL CORRECTIONS ONLY. FOOTING D WIDTH NOT PER PLAN. REVISE AND RECALL. FOOTINGS JFU 6/24/2016 6/24/2016 APPROVED COMPLETE APPROVAL. INCLUDES WING WALLS. BOND BEAM JFU 6/30/2016 6/30/2016 APPROVED WING WALLS PER CITY STANDARD DETAIL. FINAL" JFU 7/20/2016 7/20/2016 APPROVED Printed: Tuesday, April 11, 2023 10:05:36 AM 2 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 10:05:36 AM 3 of 3 WsYsrEMS 78=495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 C&t!t 4 4 a": COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0030 Property Address: 51165 EVANGELINE WY APN: 777030001 Application Description: COACHELLA HOLD CO LLA / WALL Property Zoning: Date: " — �licant: Application Valuation: $500.00 Applicant: W NING, AILURE TO SECURE WO� OMPENSATION COVERAGE IS UNLAWFUL, WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200, PALM SPRINGS, CA 92264 compensation, will do the work, and the structure is not intended or offered for sale. FFR 2 2 7W CIROFLAQUINTP C0MPAUN':TV0EVEL0FN!& i OEPART.N0EWT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 1 9 (commencing with Section 70001 of Div' " o the�Busiinelrofessions Code, and my License is in full force and e License Class: B. C-8 Lice No.: 995566 111111111111111 IIII 29 VOICE (760) 777-7125 FAX (760)777-7011 INSPECTIONS (760) 777-7153 Date: 2/12/2016 Owner: COACHELLA HOLD CO LLA 5750 WILSHIRE BLVD STE 501 LOS ANGELES, CA 90036-3638 Contractor: WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 (760)325-3050 Llc. No.: 995566 WORKER'S COMPENSATION DECLARATION VPA under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' ion as provided for by Section 3700 of the Labor Code, for the performance c for ich this permit is issued. have and will maintain workers' compensation insurance, as required by 19 QLt"or Code, for nce of the work for which this permit shy worker,9ilcomp ation ms a carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State_� certify that in ape . ormance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, a7a,l s o me.subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provision0 of the Labor Co I shall forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. 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 Date: " — �licant: basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for il' J � ire permit subjects the applicant to a civil penalty of not more than five hundred dollars W NING, AILURE TO SECURE WO� OMPENSATION COVERAGE IS UNLAWFUL, ($500).: AND SHA L SUBJECT AN EMPLOAL"PENALTIES AND CIVIL FINES UP TO ( ) I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE'LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. 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 APPLICANT ACKNOWLEDGEMENT are not intended or offered for sale. If, however, the building or improvement is sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner -builder will have the burden of proving that the conditions and restrictions set forth on this application. he or she did not build or improve for the purpose of sale.). 1. Each person upon whose behalf this application is made, each person at whose (_) I, as owner of the property, am exclusively contracting with licensed contractors request and for whose benefit work is performed under or pursuant to any permit to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' issued as a result of this application , the owner, and the applicant, each agrees to, and State License Law does not apply to an owner of property who builds or improves shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to employees for any act or omission related to the work being performed under or the Contractors' State License Law.). following issuance of this permit. (� I am exempt under Sec. B.&P.C. for this reason 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. 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 Lender's 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•property for inspection purposes. � � • � � ,may BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 {' �`>jEr �Y .K:P. ^'- �;;Y jy€4u"SN'ry X"na i ..,�< .F++FY�' .h^§,`':�J ,:,.-:¢' .." x�pMETHODz� > �eRECEIPT<#�s>CHECK# ,F.�,:�.,'*3•'...' x.{.' .s ?CLTDyBYv Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.06. DESCRIPTION QTY"AMOUNT?_PAID* PAIDSDyATE y`, ya§ ,ACCOUNT WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $58.00 $0.00 PAID BY # a METHODg ps RECEIP�T3# ] ' ..axi CHECK # :+` Y 6`,, CD BY .e:'`tt,..,#€EiX.f's pm aY «t 19i €r"DESCRIPTION "ed` r �� a`� _ :>T..!-5i:3S€."` ��a>ACCOUNTt'tQT�1f l4(VIOUNTPAID�''r :PAIDsDATE .. ., .t ...-F. >Tx'', vn r . r:. 4a ,.4Y':'F. %..??'..i a'i'3'-. c? :ra iE. �?t':?E'. J-.` - - - ,`r„b.k YY WALL/FENCE - FIRST 1001F 101-0000-42404 0 $47.86 $0.00 PAID .+..,: METHOD°�� Sr�§iY�i'�BkS::'�'.:.kuc��Jc v�RECEIP,.T=#w� data :"5. "9' Z+` ggpftj oz. aa..:,inot}hv�i S -C .3X'. 5' CHECK # CLTD BY , ,,a. � . :, ,a4h,a=c...a� •,..d 1+, *3.W: G. DESCRIPTION�.? �.fs'xLS"c°ry"NS'sg'r e'n ACCUUNT ��z QTYAMOUNTw'PAID y3 `i.'" h PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-02600 0 $60.91• $0.00 � g i PAIDBY' x :.a,Yc ..Sz � 640,311-1 ' NEW 'c`F. ��RECEIPT #` CHECK # ` y`CLTD BY „ ry� ;mETHODf a'az,rr i��.&'">'--.��.�uw.«�<�..�..tn�, �..- ai✓`z .,a.aY',�ss.�Ps:✓.«,'zu._... ,.,_.; Total Paid for FENCE OR FREESTANDING WALL: $166.77 $0.00 TO �� 6" (6-0 TO 6-81 PROTO 11 - EXPOSURE C - TRENCH FOOTING DESIGN CRITERIA (PER 2013 CBC). CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. STEEL PLATE TO BEAR FULLY 3, SEE SHEET BAND SHEET C ON CENTER WEB OR END'PRIOR TO START OF FACE SHELL- SIZE PER CONSTRUCTION. it SHEET C ��:HORIZONTAL JOINT II REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BELOW POST TENSION (PT) ROD SEE it SHEET B FOR ROD SPECS - i CENTER IN WALL ,I ' PROTO II FENCE WALL FINISHED GRADE #4 CONTINUOUS AT HOOK �-- CONTINUOUS CONCRETE TRENCH F TING 2 t MAX 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 V TRENCH FOOTING TO 36" DESIGN WIND _ EXP. MPH 6" TO 11" 2':=7" 3" TO 5" 6'=:0`' '2'=1:" FENCE WALL SCHEDULE AT LEVEL SOIL H' MAX DESIGN WIND _ EXP. MPH PT ROD V SPACING .:... -MIN.... .. 6'-0" C AT 100 6'=:0`' '2'=1:" C AT 110 -- C AT 120 -- 6'-8" C AT 100=2 ` C AT 110 C AT 120 -- N a V) DO Q CITY of LA QUINTA . 5'-0" TO BUILDING SAFETY DEPT. " DAYLIGHT MIN. T-} !/ _ A E E D 0.- G I[ -STANDARD FOR CON ..rRUC•T IONINTA, CA RO. ESDATE RPR, a ' JOB NUMBER SEALED ON iv -115-9155 10OfIf O. SCOLQ> TRACKING jj DRAWN c`o S 40 5'. Ii, 14-1.15-8964 • TMH C( CARUSO g m_R4 Pae PROTO-II TM WALL SYSTEMS www.PROT02.COM DATE 08;19.2014 ENGR JAC TURLEY SCOTT i�� @ aT800 CASCADES COURT.TEMECUTA. CA 92591 ' PACKAGE SHEET ATTN: GARY OTTO _ OF CAW- WWW.0 ISO Z.COfTI ate~.. (NAT CXJLY 8PP C INSTALLEO BY AROVED AN0-CERRFIED INSTALLERSI A' g•, AND S' TNIOC POST-TENSIDNEO MASONRY WALLS THESE .DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION DR RECORDING. UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. Bin #City of La Quanta Buifdin, &r Safety Division Permit # 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: 165 �v��G �;�� Owner's Name:1!o4614,014 11olbLLA A. P. Number: � J 7 D 00-1—Address:15-7 w IlIlls hire (31,10 -4e aQ Legal Description -71,C oftgA;t D City, ST, Zip: V -p$ AW ge kA 9'003,b —3M9 Contractor: TeIephonc:3 3 .:: y:�<i£<i,:.':�:'f Address: S. s 44Y<R iSe wbj tsu.41Project Description: Cgg City, ST, Zi . /M 5 ; A, b %a OF ( S Y" OV!'^—RraklU UJ AA Telephone: 760- - 3osa '%<r`=^ State Lic.#: 99s -s-06 CityLic.MjdgSj6 Arch., Gngr., Designer: Address: City, ST, Zip: Telephone: State Lic. #:. "' ! ;:!:..:<:>;%::.;r':.%a>::= ..vvJ��M1V:ii!�!:i�!i ��%::•;.��r��A%::ilii;. ...si.i:.::.: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: M We e4,n Sq. FL: # Stories: # Units: Telephone # of Contact Person: %4 Q- Estimated Value of Project: V APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount' Structural Cafes. 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 tad Review, ready for correctionslissue Electrical. Subeontactor List Called Contact Person Plumbing . Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN IiOUSE:- ''' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees o 4- PROPEMLOWd OLnSMFAMOF I UP ---:a tj r- Hill Pto x QT71 3 Fl8888888 P, Fo VSETBACK 6" W-0 TO 6-80i PROTO 11 - EXPOSURE C - TRENCH FOOTING SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH 'D' TRENCH FOOTING DESIGN CRITERIA (PER 2013 CBC):. CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING 2`=� PRESSURE = 1000 PSF MIN. TRACKING # 2. ALLOWABLE SOIL PASSIVE C AT 110 - -- 105: CAT120.. PRESSURE = 150 PCF MIN. C AT 100 6,-07 • 2!-2". STEEL PLATE TO BEAR FULLY 1 SEE SHEET,B AND -SHEET C - -- S _ ON CENTER WEB OR END PRIOR TO START OF 14-1.15-89.64 TMH FACE SHELL- SIZE PER CONSTRUCTION. g 11 SHEET C DATE CK w CL x a z N z w 0 O ui a w N O— o UJ• UJ Omo Nam w P HORIZONTAL JOINT REINFORCING TOP2 COURSES BELOW PLATE AND AT 24" 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 '--CONTINUOUS CONCRETE TRENCH FOOTING 5'-0" TO 'DAYLIGHT MIN 2 1 MAX 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" 2`=� 3" TO 5" TRACKING # FENCE WALL SCHEDULE AT LEVEL SOIL H MAX DESIGN WIND EXP. MPH PT ROD SPACING . ; .: MIN... L C AT 100'.=:0" TRACKING # 6'-0" C AT 110 - -- 105: CAT120.. - - C AT 100 6,-07 • 2!-2". 6'-8" C AT 110 - -- S C AT 120 -- CITY OF LA QUINTA BUILDING 3, SAFETY ,DEPT. 41A •II-STANDARD FOR CON .'DUCTION INTA. CA �tthh DATE �b�� $ (' JOB NUMBER r1 1i5 9i55 ;k SEALED ON 4. L TRACKING # DRAWN 105: 0. SCO�B. W d S m. m 14-1.15-89.64 TMH CARUSO g PROTO-II EMwALL SYSTEMS DATE ENGR �TRUC?U�P. TURLEY www.PROT02.COM 0819,2014 JAC r AykTSCOT �� 41800 CASCADES COURT TEMECULA. CA 92591 GARY OTTO PACKAGE SHEET ATTN: F OF C A��F www.c.saz.com a $ a 02y. t0oplUt (MAT @!LY BE 'NSTALLEO BY APPROVED 0."D CERIWO INSTALLERS) A � 8• AND 8• TMCK POST -TENSIONED MASONRY WALLS THESE .ORAWINCS/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 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 BELEVEL. 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 NTH 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 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—II 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 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 ROO 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. 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 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—II D71 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 SI=0.749, SOIL CLASS=D(ASSUMED), RISK CATEGORY I. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCrEC -"F0 `11 TINf 15 AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONALIISR�ETf . U El BY JURISDICTION. BUii_DiNG 8L SAFETY DEPT. a APPROVED PROTO II STANDARD FOR CONmUCTIO0 OUI TA, CA pES/O `l~ B NUMBER R)A7E 0 77774 2c SEALED ON —115-9155 TRACKING y DRAWN 8 19 1¢ f $Cine S.4 5 m 14-115-8964 TMH Lu * CARUSO aye^�? t, a�r��g PROTO-II rM WALL SYSTEMS www,PROT02.COM DATE 08.19,2014 ENGR JAC �9 UCTVa�* TURLEY SCOTT Bpop@ . 41800 CASCADATTnCOURT �A, CA 92591 pACKACE' SHEET J// a ^P14 GARr OiTO RQA _ F CAS www.ctsoz.com as N n nri »» (MAY ONLY SE INSTALLED Dr APPROWD AND CERDnEDINSTALLERS) _. ��, C. AND E' TH'.O( POST -TENSIONED MASONRY WALLS IS AFFIXED WTH WRITTEN SIGNATURE.. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIAIINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL a TOP OF. PROTO 11 WALL (3) (4) .1 ,x.. SECTION.. (8) (7) 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. 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 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. i THESE DRAWNGS/CALCUUNONS ARE CONSIDERED PREUMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED VATH WRITTEN SIGNATURE. I l d 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. (5) B. 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"x3"x6" i'— (1) B. 4" SLUMP PROTO II:1 /4"x2 1/2"x6" _(2) C. 6" PROTO 11:1/4"x4 1/2"x6" D.. 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, DO NOT USE BOND BEAM BLOCK AT BEARING PLATE LOCATIONS. (8) (7) 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. 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 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. i THESE DRAWNGS/CALCUUNONS ARE CONSIDERED PREUMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED VATH WRITTEN SIGNATURE. I l d FOOTING ELEVATION.AT POSTTENSION ROD 7 (PT) SEE SHEET 8 CENTER IN x. ELEVATION WALL 7/16- DIA. POST TENSION RODS. (PT) SEE SHEET B CENTER IN WALL CL'' Z THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT AND NUT 8. SECTION _�I_U I IUN CITY QF LA QUINTA BUILDING & SAFETY DEPT. APP 0 FOR: f.i CA E D A T'E� - bf(q.7, JOB NUMBEI 7 -I IV A SEALED ON .•co TRACKING '# DRAWN 4051 m SC m T 1,47115-8964 TM H PROTO TW WALL SYSTEMS �DATE ENGR CARUSO X-49 VVwPRO-T02.COM 08.19�2014 JACTVRLEY J' SCOTT PV,E9L 41800CASCADES COURT TEMECULA, CA 92591.' PACKAGESHEET ATLGARY OTTO OF Li c wwONLY BE WSTALLED BY APPROVED AND CEN nn 0 wlrtZ.c.m (.AY 4 G_. AND 8'.IHICX POST-TENS;ONEO MASONRY THESE DRAWINGS/CALCULATIONS-ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS XF'nXED WITH WRITTEN SIGNATURE. TYPICAL MASONRY DRAIN BLOCK DETAIL MASONRY WA11 g4 CONTINUOUS AT HOOK CONTINUOUS TREN ELEVATION FOOTING X —1g4 VERnCAL AT 48" O.C. AS OCCURS IL Ell ..IN 1 -1 8'x8" OPENING 1 WALL AT SWALE DRAW LOCAPON AT 48' 0_C. MIN. g4 CONTINUOUS AT HOOK CONTINUOUS TREN ELEVATION FOOTING X —1g4 VERnCAL AT 48" O.C. AS OCCURS TYPICAL REINFORCING AT JAMBS u 8'x8" DRAIN BLOCK OUT IN TOP OF TRENCH FOOTING NE.OF HOUSE OR TYPICAL ggUTME14T TRENCH /r--CONTINUOUS TING BELOW 1 J4 CENTERED IN TWO 1 #4 AT CELLS AT JAMB - GROUT i 48' O.C. SOLID! TYPICAL - --------------1---ti--- .I 1 1 j K Itv ON\ pK (N o l� w S4055 m CAItUSO TURLEY SCOTT LNC.' n )NVENTIONAL NRY V/AIl 7NTINUOUS )OK -8" LAP BAR CONVENTIONAL 3ONRY WALL no scale SYMM5 ;.Com M&AN01 BS59660 COMPANY TRACT) TOWN, CA JOB NUMBER 14-1t5-8964 TRACKING # DRAYM 14-115-8964 D8 . 09.12.2014 1 JAD PACKAGE I SHEET Wi