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BWFE2016-0037Permit Details City of La Quinta Description: COACHELLA HOLD CO LLA / WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: FINALED APPROVED Applied: 2/12/2016 RSE Approved: 2/12/2016 RSE Issued: 2/22/2016 RSE Finaled: 8/30/2016 JFU Expired: Parcel No: 777030001 Site Address: 51080 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: TM36297 Block: Lot: 8 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $500.00 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 215LF GARDEN WALL [CITY 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 i Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL SITES CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY 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 FINANCIAL INFORMATION MP - Printed: Tuesday, April 11, 2023 11:37:22 AM 1 of 3 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quinta BWFE2016-0037 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD ■ ■ PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/22/16 R13112 001206 CHECK WESSMAN DEVELOPMENT COMPANY IN RSE Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $43.50 $43.50 2/22/16 R13112 001206 CHECK WESSMAN DEVELOPMENT COMPANY IN RSE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 2/22/16 R13112 001206 CHECK WESSMAN DEVELOPMENT COMPANY IN RSE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 2/22/16 R13112 001206 CHECK WESSMAN DEVELOPMENT COMPANY IN RSE Total Paid for FENCE OR FREESTANDING WALL: $152.27 $152.27 TOTALS: $153.27 $153.27 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FOOTINGS JFU 6/13/2016 6/13/2016 PARTIALLY APPROVED SOUTH P/L WALL ONLY. DOES NOT INCLUDE WING WALLS. CLEAN ALL LOOSE, FALLEN DEBRIS FROM FOOTING PRIOR TO POUR. 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 REVIEW TYPE REVIEWER SENT DATE DUE DATE I RETURNED I STATUS REMARKS Printed: Tuesday, April 11, 2023 11:37:22 AM 2 of 3 CRWSYSTEMS Permit Details City of La Quinta PERMIT NUMBER BWFE2016-0037 1 1 1 I DATE I 1 BOND INFORMATION ATTACHMENTS Printed: Tuesday, April 11, 2023 11:37:22 AM 3 of 3 CRWSYSTE S C• 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&t!t 4 4 Qu�ftro COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0037 Property Address: 51080 EVANGELINE WY APN: 777030001 Application Description: COACHELLA HOLD CO LLA / WALL Property Zoning: Application Valuation: $500.00 Applicant: WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 FEB 2 2 2013 .,rY0FL/dQPF_1't w CC�i"llll�:TY 1E+1�L4�tiEfl"DEPMTM0—lT LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 ofA�Frofessions Code,' and my License is in full forceand effect. License Class: B. C-8 license No.: 566 Co \ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's Statee License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)•: ( ) 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 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: 35 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/12/2016 Owner: COACHELLA HOLD CO 700.E TAHQUITZ CYN WAY A PALM SPRINGS, CA 0 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 I hereby affirm under penalty of perjury one of the following declarations: d 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. �"" and will maintain workers' compensation insurance, as required by ection 3700 of the Labor Code, for the performance of the work for which this permit isissued. M -w,p� o kers'tompensatioajuisurance carrier and policy number are: Carrie <olLcy Numbers. ' _Z I certify that in he 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 3700 of the Labor Code, I shall forthwith comply with t ose provisions. Rate: WA ING: FAIL RE TO SECURE WORKERS' COMPENSATION COVERAG UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND IL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITIO O THE COST OF . COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the 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 hic�iti►4ee+9le+-a above-mentioned prpperty for inspection pu ses. Lender's Address: I /� t ignature-(Applicant or 'u ,W Q�, y PAID,, DATE �,OA6 U BSAS SB1473 FEE 0 $1.00 $0.00 PAID BY `� METHODV-1 `1 FT 7 NRECEIPT 14R� 11.� il"'a I Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:* -$1700 $6.00 ? Tj M j DESCRIPTIONi- Tl( AMOUNT DATE,. ITE � ,ACCOUNT k <PAID WALL/FENCE - EA ADDITIONAL.50 LF, 101-0000-42404 0 $43.50 $0.00 . .. ... 'BYA" 9:A' PAID, gr MET 0 g Ew �k: -, %I-NRECEIff�- CLTMBY;A-' 10 �.r% K 'DIESCRIPT NVE' ui, vm ;-=,nm 0. 'm M 6U N T J, ME A T I W�il i & "pw R WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47 , .86 $0.00 PAID -BYVn:!R!M �f N 'R�$ RECEIPT "r % ZMETHOW N, S'." 40 Cvp��- nr 414' �':AACCWW NAIV IOUNTIM' Mol'i I �5," AJbVATE;, MAN 4. im �, x . RN WALL/FENCE -'FIRST 100 LF PC "101-0000-42600 0( $60.91 $0.00 t4 , PAID BY gffl _f MIN- E METHOD-14 RECEIPTS#41 r CHECK4,";j" CL-TM ,__;g r VRAM ..R..BY �,4ki�MW ti, 'Mo,", Total - Paid, for FENCE OR FREESTANDING' WALL: .$152.27 $0.00 TALS:` $15327 TO'.$0.00 6" (6-0 TO 6'-8') PROTO II - EXPOSURE C - TRENCH FOOTING 1I' �I (� SETBACK PER SCHED FINISHED GRADE II . II �INUOUS AT HOOK II �U J '-ooMAX w o CONTINUOUS C, w CONCRETE o TRENCH TRENCH DEPTH AT TOP OF 2:1 SLOPE :SETBACK - FACE OF FOOTING TO TOP OF SLOPE DESIGN CRITERIA (PER 2013 CBC): 12" TO 36" 6" CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING C AT 100 6'-:Q`' 3" TO 5" PRESSURE = 1000 PSF MIN. C AT 110 -- -- 2. ALLOWABLE. SOIL PASSIVE C AT 100 6?; 0' 2'-2"- '-2"6'-8" 6'- 8" PRESSURE = 150 PCF MIN. -- CAT120 - f- STEEL. PLATE TO BEAR FULLY 3. SEE SHEET B AND SHEET C ON CENTER WEB OR END'PRIOR TO START OF FACE SHELL- SIZE PER CONSTRUCTION. DAYLIGHT MIN. (j it SHEET C O _ HORIZONTAL JOINT II .. PR0 :•IISTANDARD (( REINFORCING TOP 2 COURSES II _ BELOW PLATE AND AT 24" FOR SIDEYARD RETURN WALLS. R0 'ES O.C. BELOW WHERE DRAINAGE SWALE jI li OCCURS, INSTALL DRAINAGE w ( BLOCK AT SWALE AT GRADE. . o NUMBER fir• :`, y _. ... _ POST TENSION (PT) ROD SEE It _: 1. SHEET B FOR ROD SPECS - N f :. CENTER IN WALL TRACK INC # DRAM S 40 ' W . a it jROTO I1 -FENCE WALL 1I' �I (� SETBACK PER SCHED FINISHED GRADE II . II �INUOUS AT HOOK II �U J '-ooMAX w o CONTINUOUS C, w CONCRETE o TRENCH TRENCH DEPTH AT TOP OF 2:1 SLOPE :SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH V . TRENCH FOOTING 12" TO 36" '0 .....MIN.. _. .. 6" TO II" C AT 100 6'-:Q`' 3" TO 5" 6,4, FENCE WALL SCHEDULE AT LEVEL SOIL 'H' MAX DESIGN WIND PT ROD EXP. MPH SPACING. '0 .....MIN.. _. .. C AT 100 6'-:Q`' 2.-1." 6,4, C AT 110 -- -- C AT 120 C AT 100 6?; 0' 2'-2"- '-2"6'-8" 6'- 8" C AT 110 -- CAT120 - -- = o n n n -FOOTING Q CITY of LA QUINT. 5-0" TO BUILDING & SAFETY DEPT. " DAYLIGHT MIN. App 1 pU' O _ .. PR0 :•IISTANDARD FOR CON RUCTION LAI NTA, CA R0 'ES lion DATE —=-i.i3 ( NUMBER fir• :`, y SEALED•ON 4-115-9155 =scole TRACK INC # DRAM S 40 ' m. 14-1.15-8964 TMH w .5- ce am 8 a n e PROTO-II TM WALL SYSTEMS y WW.PROT02.00M DATE 08.19.2014. ENCR :.' JAC '* rRUOT��P.'\P. TR LEY - UREY SCOTT N-tl^�^ X13@�� 41800 CASCADES COURT TEMECULA. CA 92591 ATTN: GARY OTTO PACKAGE SHEET OF INC. fi$ `a PH# (951) 694-3793 - goryolloOProloiicom (uer aaa CERMETUASO.RY S1 S /� A CA11. www.c!saz.com WSTAUXR5 BE TA MIIX P&OMO 9 0 •� THESE.DRAWINCS%CALCULATIONS ARE CDNSIDERED PRELIMINARY' -NOT FOR CONSTRUCTION OR RECORDING.UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED PATH 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 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 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-ll 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-1i 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 (OTI - 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 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. 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; METH0D'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 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. 1.8. SEISMIC DESIGN CRITERIA: Ss=2.0 Sr=0.749. SOIL CLASS=D(ASSUMED), RISK CATEGORY I. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCL U 0-rOM1GL .U�I�rAT�"`GRkn1 AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL ECQL116S�t .T U'L.�I€ TA BY JURISDICTION. BUILDING & SAFETY DEPT. s N D P R OV E D PROT00 II STANDARD �rl FOR CONSTRUCTION.A ni TA, CA Q o ES DATE 8 NUMBER V• 2. 2� SEALED ON -115-9155 TRACKING # DRAWN SA 5 m SCOI@ 14-115-8964 TMH Lu aspa^os CARLTSO g �� PROTO-II rM WALL SYSTEMS www.PR0T02.00M DATE 08,19.2014. ENGR JAC �TR(fC(V�Q �. TURLE�'j SCOTTY@e b @� . 41800 CASCADES COURT.TEMECULA..CA 92591 ATTW GARY OTTO PACKAGE' SHEET F OF ' �. INC. a fwlp13�� fi^ avo> $ PHI(951) 694-3793 - 9oryollooproloiicom INS C t CAti-�� . www.ctsoz.com g »» (WAY ONLY DE INSTALLED BY APPROVED AND CERDRED 4% 6% AND 6- THzCK POST -TENSIONED MASONRY WALLS �J� IS AFFIXED WITH WRITTEN SIGNATURE.. THESE DRAWWGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RFCORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S.SEAL A TOP OF PROTO it WALL PROTO-11 N (5) (3) PLAN MEW (4)� x0T . _ CIIQN . . (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 ENO FACE SHELL BELOW. 11. STEEL PLATE SIZES: A. 4" PROTO 11:1/4"x3"x6" B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6` C. 6" PROTO 11:1/4"x4 1/2"W 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. N.QES: 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. 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, 1 t I PROTO II FENCE WALL A. IL � 4 1 _I 'CONCRE-TE SETTING PAD t THICKENED FOOTING TO PROVIDE.. 3" MIN. COVER AS REOUIREO AROUND ANCHOR BOLT AND NUT 7/16" DIA. POST TENSION RODS ► (PT) SEE SHEET B CENTER IN ELEVA11ON . WALL 7/16" DIA. POST TENSION RODS. .. 1 (PT) SEE SHEET B CENTER IN 1 WALL a' THICKENED FOOTING TO PROVIDE 1 I 3" MIN. COVER AS REQUIRED.8t ^h AROUND ANCHOR BOLT AND NUT 1 ' Y SECTION CITY QF LA QUINTA BUILDING & SAFETY DEPT. iP;0 ..;_!,STAN.: :Rp. I I ROE - OFi E)I IR -6 ` CA PT K l ! DATE __:��i,.l•`C'�— JOB .NUMBS SEALED ONE 5 ; 9 Z` 8/114 TRACKING Jj DRAWN S 405 m11.0: SC 14-115-8904 TMH m' d �, a^e?vy DATE ENGR CARUSO g PROTO-II TY WALL SYSTEMS s, *. „eg WWW.PROT02.COnn 08.19 2014. JAG < �`; s TURLEY 41800 CASCADES COURT IfM[CULA, CA 92591 l !DUCT ��P: r SCOTT k�@�@ PACKAGE SHEET ,9 ��ek�L ATTN: GARY OTTO T p^A INC: PHI (951) 594-1791 - gar C../ D F F..... 8$: J ` www.ctsaz.com d9' :,.,�.n,�,� (MAY ONLY DE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS) »>o�0 4�. 6', AND B• WICK POST-TEN90HE0 MASONRY PALLS THESE DRAWINGS/CACCULAVONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER of RECORD'S SEAL IS AFFIXED -111T WRITTEN SIGNATURE. i TYPICAL MASONRY DRAIN BLOCK DETAIL.. MASONRY WALL - 94 CONTINUOUS AT HOOK CONTINUOUS TRENCH--ZELEVA11ON FOOTING X —1 g4 VERTICAL AT 48" O.C. AS OCCURS 0 CITY. OF ! BUILDING ` QUI N- "A IF- 1.- 11. IE 71�----- __,IN R CONST ED UCT(QN IF 8'x8" OPENING WALL AT SWALE DRAIN LOCATION AT 48' O.C. MIN. TO , CA' 94 CONTINUOUS AT HOOK CONTINUOUS TRENCH--ZELEVA11ON FOOTING X —1 g4 VERTICAL AT 48" O.C. AS OCCURS 0 CITY. OF ! BUILDING ` QUI N- "A Ppp SEP R CONST ED UCT(QN TR CTS Y f TO , CA' p j K 11V -C� $ JOB NUMBER h ti 14-115-8964 w S4055 m n0 S MING # 4-115-8964 DRAWN I DB d CARUSO g x��s� a= -s PRUTO-11 m wal sysrocs WWW.PROT02.COM DATE 09.12.2014 ENGR JAD SrRU T�P� ;� TUkZLEY SCOTT. INC.. QOQri T 4 @ @- a azsaaGORoaaoe�rsrFcuGcducl� Gss9cso A MW doB=6ccm PACKAGE .y SHEET F Jr CAS IF www.ctsoz.com 6g6 d 9 PH1 9BP)4M3e 1703 -al.spdf twY ONLY BE D S B APROVED S7. i `� »»» d m saAND u,�iSOnx�RY wus� TYPICAL REINFORCING AT JAMBS u 8'x8" DRAIN BLOCK OUT IN TOP OF TRENCH FOOTING NE OF HOUSE OR TYPICAL ABUTMENT T NTINUOUS TRENCH TOTING BELOW1 J4 CENTERED IN TWO 1 #4 AT CELLS AT JAMB — GROUT I i 48" O.C. SOLIDi TYPICAL ------------1---� --- -----[-F--- t I I I I ------4-- — — — — — — — ?---�----�------=—=---- /QRpFESS/ON 0 K INS 9! Oy Fc W S4055 m *r SrRUC-f #SCOTTwww.ctsaz.com Cknuso Y s 9TF�F CAI1F N )NVENTIONAL NRY WALL )NTINUOUS )OK —8" LAP BAR CONVENTIONAL SONRY WALL COMPANY TRACT# TOWN, CA JOB NUMBER 14-115-8964 TRACKING # 14-115-8964 DRAYM DB no SCale .. coM DATE 09.12.2014 ENGR JAD . Gm.AN= 9ass6so MER D PACKAGE S7.1 SHEET F Bin # City of La Quin td Building 81• Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 (V ?7 Building Permit Application and Tracking Sheet Permit #I W �� Zp ( 6i Project Address: wayo,Owner's Nam .. E A. P. Number: �� 1� Address: + �/ Legal Description— City, ST, ZipY,-0.5 Zip: , -0.5 444 ely1cOD3 Contractor:2.S -SIP Telephone: ;;:<;.:..::i.h Z Address: ,.SS,SSS. San rj5�.,/� Project Description: d . City, ST, Zip: %% 9t G /ao3.,��j�, a `y Q Tele hone: State Lic. # City Lie. #; % v Arch., Engr., Designer: Address: City., ST, Zip: Telephone: State: Lie. #: ri` . Vii; iy is "'` "'``'^<_:.;;.:;_;,:,•::>::;;,.;::..;: s Construction Type: Occupancy: Project type (circle New Add'n Alter Repair Demo Name of Contact Person: /1); ` Me Sq. Ft.: # Stories: # Units: - ,ce— 9yTelephone # of Contact Person: 60� 'gGJ Estimated Value of Project: bO . b D APPLICANT: DO NOT WRITE BELOW THIS LINE tl Submittal ' Rcq'd Rcc'd TRACMIG PERMIT FEES Plan Sets Plan Check submitted Item Amount - Structural Calci. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check -Balance. Title 24 Calcs.. Plans picked up Construction ' Flood plain pian Plans resubmitted Mechanical Grading plan 2°" Review, ready for correctionsfissue Electrical. Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for correctionsrissue Developer Impact Fee Planning' Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fccs. Total Permit Fees N