The URL can be used to link to this page

BWFE2016-0040Description: COACHELLA HOLD CO LLA / BLOCK 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: 51200 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: THE ORCHARD Block: Lot: 11 Issued: 2/22/2016 RSE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 9/1/2016 JFU Valuation: $500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 212LF GARDEN WALL [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. • 192 0 J 10 i Applied to Approved Approved to Issued Issued to Finaled Printed: Tuesday, April 11, 2023 10:33:30 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 10:33:30 AM 1 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 10:33:30 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 $43.50 $43.50 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: $152.27 $152.27 TOTALS: $153.27 $153.27 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 COMPLETE APPROVAL. INCLUDES WING WALLS. BOND BEAM JFU 8/9/2016 8/9/2016 APPROVED FINAL" JFU 9/1/2016 9/1/2016 APPROVED Printed: Tuesday, April 11, 2023 10:33:30 AM 2 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 10:33:30 AM 3 of 3 WsYsrEMS 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: - Application Description: Property Zoning: Application Valuation: Tjht 4- 4 Qu&rcv. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BWFE2016-0040 51200 EVANGELINE WY 777030001 COACHELLA HOLD CO LLA / BLOCK WALL $500.00 Applicant: I WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 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. License Class: B C-8 License No.: 995566 tDate or. / OWNER -BUILDER DE ON I hereby affirm under penalty of perjury am exempt from the Contractor's State License Law for the following reas ec. 7031.5, Business and Professions Code: Any city or county that requires a p mit to construct, alter, improve, demolish, or repair any structure, prior to its issua c` 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).: (1 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 Reriury that there is a construction lending agency for the perform a work for which this per it is issued (Sec. 3097, Civ. Q. ender' Lender's Address: 38 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 Ity of perjury one of the following declarations: 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 rpo3368bfthetaber-Gode, for the performance of the work for which this permit is issued�dy workers' comp_n<� insurance carrier and polity number are: I certify th'afin the performance of the work for which this permit is issued, I shall- - oy any person in any manner so as to become subject to the workers' pensation 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 those pro vi 'ons. 6nis�.ar►Y WARNING:FA RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL S EJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO 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 of this city to enter upon the above-mentioned property for inspection purposes.—� FINANCIAL'INFORMATION�'�...,,, u DESCRIPTION'" ACCC �Y 5 DE- 6 E. :,V9w �a IRIFIN "T'i RON lbtnrlii, 'Xi -K ImlwljuA,7�' s"m w, a:W,Z,� 5! BSAS SB1473 FEE 0 $1.00. .$0.00-, 11, , ffir M— V a, 43 "'EMS Imt--00 ENV <•§ ^:, , , I - iA� XPAID MUNI, WL Total Paid for BUILDING STANDARDS ADM IN ISTRATI.ON'..BSA: $1.00, $0.00 SCRIPTION 10UNTL i4m, Na 4 AIDMATE TVIN WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $43.50,' $0.00 UR, PAID BY 0, W. 4 —V� R i X 3'g' 0 -l"METHOD AECEIP QKHE a,n q m N "OR", 7xiA= p, 1W., M-Wi 147NW�74,, M.P. -4 IPTI I'M em ACCOUN MIN UN T4 -010' L MMt PAIP49, 4 RA61DATE:11 4 pEkR it WALL/FENCE -'FIRST 100 LF 101-0000-42404. .0 .$47.86 $0.00 . V ...... IM A BYMETHOD BR -7021 uggvp me EIPTM--:M.R`-"M, 'g, P CHECK`#, -,s z BYE EERIER' i 4.2 —0 3riCLTD )801[PTION 4 40UN,1,101- RNPAID'�-- ftr,� p, All WALL/FENCE - FIRST 100 LF PC 101-0000-42600 .0 :$60.91 gj, M CdOT #9% 'CHEC4k g. A W1,10 il -flRA40-M. MZ Total Paid for FENCE-CIR FREESTANDING WALL: $152.27 -$0.00 .0 OT ALS-' $0 0 TS15127 Qin 1r Qty of La Qui i to Building 8£ Safety Division 78-495 Calle Tampico �® La Quinta, CA 92253 - (760) 777-7012 V Building Permit Application and Tracking Sheet Permit # Ohl E Project Address: Owner's Name A. P. Number: Address S► ��;` —. ` Legal Description' City, ST, Zip: e—las Contractor__ We Telephone: '�"'�=�'�-'�`€?'r>>-:wf:�">:�:•:; Address: Project Description: t i (,, City, ST, Zip. , ,,,L {- )c;5-4�� d d k/ ✓3-V hone: TeleP rJS`O O 3 State Lic. # : 79,ss6 6 City Lie" 4.16 RO" Arch., Engr., Designer: Address: City., ST, Zip: Telephone:Construction State Lic. #: ............;;,;,,,,!.!...,,;.:,;,,s;;., .. Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: ln; /A+fi �. Sq. Ft.: #Stories: #Units: Telephone # of Contact Person:740 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Rcq'd Rcc'd TRACIG NIG PERMIT FEES Plan Sets Plan Check submitted Item Amount' Structural Calci. Reviewed, ready for corrections Plan C1ieckDeposit Truss Calcs. Called Contact Person Plan Check-Balance. Title 24 Calcs.. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan 2"" 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 HOUSE:- Review, ready for correctionstssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees REARYA W SETUM L/l l , 4 E 1 1.11 z 1 � e � t I � � 1 A i MH 4514 ol jFj% i gill .1 FM- � r i 3 , F RY4{!?�T1X�f± Ysrr � e e testi .s ~1tij. F t, Y7 .: si s f� f wrt,•� �- REARYA W SETUM L/l l , 4 E 1 4 1 � e � t I � � 1 A i MH 4514 ol jFj% i .1 4 � , REARYA W SETUM L/l l 6" (6'-0 TO 6'-80) PROTO II - EXPOSURE C - TRENCH FOOTING r it DESIGN CRITERIA (PER 2013 CBC): CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING 6" TO 11- PRESSURE = 1000 PSF MIN. 3" TO 5" 2. ALLOWABLE SOIL PASSIVE irFACE PRESSURE = 150 PCF MIN. STEEL PLATE TO BEAR FULLY 3. SEE SHEET BAND SHEET C ON CENTER WEB OR END' PRIOR TO START OF SHELL- SIZE PER CONSTRUCTION. Li J SHEET C it it HORIZONTAL JOINT it REINFORCING TOP 2 COURSES iI BELOW PLATE AND AT 24" Ii O.C. BELOW 'If I, .; POST TENSION (PT) ROD SEE II SHEET B FOR ROD SPECS - i CENTER IN WALL ;T] y : PROTO II FENCE WALL I—SCHED BACK ER FINISHED GRADE #4 CONTINUOUS AT HOOK FOR SIDEYARD RETURN WALLS. WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE .BLOCK AT SWALE AT GRADE. TRENCH DEPTH AT TOP OF 2:1 SLOPE r it Z 2 12" TO 36" DESIGN WIND EXP. MPH 6" TO 11- :2'-7" 3" TO 5" C AT 110 Ld L --j CAT120 =: ~teaMAX C AT. 100 s' =a' 2 -z" LAJ CL W C AT 110 -- -- N (n CONTINUOUS in w a w CONCRETE ao = ao TRENCH PRO III�STANDARD EJn a ( FOOTING 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'-7" 3" TO 5" 2`-9' FENCE WALL SCHEDULE AT LEVEL SOIL H MAX DESIGN WIND EXP. MPH PT ROD SPACING .:. _. MIN..... 6'-0" C. AT 100 C AT 110 - - CAT120 =: C AT. 100 s' =a' 2 -z" 6'-8" C AT 110 -- -- CAT120 - - Q CITY OF LA QUINTA 5'-0" TO BUILDING & SAFETY DEPT. " DAYLIGHT MIN. APP I VED 0 PRO III�STANDARD FOR CONDUCTION LA INTA, CA RHES/ q(., DATE �� `-`. F3 JOB NUMBER . s F w o 4-115-9155 t,• ;y. ?� . SEALED ON / / Cs:cOLB TRACKING # DRAWN w S 40 5 m' 14-1.15-8964 TMH d 'o. *T9TTRUCT��PRa�* CARUSO TURLEY Ei x: PROTO-II TM WALL SYSTEMS WWW.PROT02.COM DATE 08.19.2014 ENGR JAC } OTT � x1800 CASCADES COURT. TEMECULA. CA 92591 ATTN: GARY OTTO PACKAGE SHEET ED �,Q F CA I1V �� cc PHI' (951) 694-3793 - goryo(lo0proloii,com � (MAT ONLY NC INSTALLED BY APPROVED AND CER f6E01NSiALLERS S S1.� /� /-� - WWW.ctsoz.com a 4% 5% AND 8' "VC POST-TEN90NEO MASONRY WALLS THESE.DRAWINCS/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 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 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 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-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 -MEN USING METHOD 2). INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, AND INTEGRITY OF MORTAR JOINTS, AND PROVIDE A SIGNED REPORT TO ALL REQUIRED PARTIES. PROTO II MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. 17. POST TENSION ROD SPACING 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 INC LU ES"" �`,i,"�01rt" AT"GRA AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL ENC A46 II'SAE TI U E I N�A BY JURISDICTION. A / BUILDING & SAFETY DEPT. ��.. O� y Z� SEALED ON 8�19�14 w SA 5 Z m CARUSO TURLEY sr sTRUCivRP �� SCOTT 9rFOF CA41FO(�� INC. llbwww.ctsoz.com APPROVED FOR CONSTRUCTIOI DATE __t, `_ k_ JPLUqZ�PROTO-11 TY WALL SYSTEM; S WWW.PROT02.COM @@@ 41800 CASCADES COURT TEMECULA, CA 92591 ATTN: GARY OTTO $ asod PH# (951) 694-3793 - goryollooproloiicom (NAY ONLY OE INSTALLED 8Y APPROVED AND CEROTIEO INSTALLERS) »»» A'. C. AND E' THICK POST-TENSIONEO MASONRY WILLS II STANDARD JTA, CA B NUMBER —T -115-9155 TRACKING # DRAWN 14-115-8964 TMH DATE ENGR 08.19.2014 JAC PACKAGE' SHEET S1.1 6 THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUC11)N OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.. A TOP OF PROTO 11 WALL PROTO-11 1 x ' . SECTION (8) (7) NOTES: A. PROTO II DTI TO BE USED AT EACH TENSION ROO. 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 NTH 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 PROVIDEA COMPLETED REPORT TO LISTED PARTIES. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF. RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. 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 [I: 1/4"x3%6" (�) B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6" (Z) C. 6" PROTO 11:1/4"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 ROO. 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 NTH 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 PROVIDEA COMPLETED REPORT TO LISTED PARTIES. 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 _I I F PROTO II FENCE WALL .: � f I.. 1 ... CONCRETE SETTING PAD 4 THICKENED FOOTING TO PROVIDED` 3" MIN. COVER AS REQUIRED 7/16" DIA. POST TENSION RODS AROUND ANCHOR BOLT AND NUT (PT) SEE SHEET-8 CENTER IN y ELEVATION wnu 7/16" DIA. POST TENSION RODS. .. 1 (PT) SEE SHEET B CENTER IN WALL J Z THICKENED FOOTING TO PROVIDE LL 81 3" MIN. COVER AS REOUIREO >^ ` f+ AROUND ANCHOR BOLT AND NUT f 8". SECTION Y , CITY QF LA QUINTA BUILDING & SAFETY DEPT. pO R ; .I STAN_:..:RD: FOR CUQMT, R�Pca Quo E / N TKII DAT JOB NUMBE y ;y SEALED ON 715="9T. 5, 8 14 14 TRACKING DRAWN Lu S 405 m / / no : SC 14-115-8964 TMH DATE ENGR e CARUSO PROTO-11 m WALL srsreus 8. dna TURLEY .�� www•PRor02.coM 08.19.2014. JAC J' SrRUCT+s�P �Q SCOTT POPE-0@ 41800 CASCADES COURT TEMECULA, CA 92591 • C 3 H AT GARY OTTo PACKAGE SHEET q u �� ru. c < j�o \ �� INC. fi^ P ®(951) 694-J793 - gDr o1lD�protoii,com Si D T• F CF1� F'`'' _ www.c tsoz.com (MAY ONLY BE INSTALLED BY APPROVED AND CERMIEO INSTALLERS) J 4'. 6'. AND B' TAIOI POST-TEN90NED MASONRY WALLS «� THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL 15 AFFIXEDIyn1 WRITTEN SIGNATURE. TYPICAL MASONRY DRAIN BLOCK DETAIL MASONRY IVA1 $4 CONTINUOU; AT HOOt CONTINUOUS TRENC14--� SVA I IUI4 FOOTING X —1 g4 VERTICAL AT 48" O.C. AS OCCURS i l B/� OF LA /LD//vG saF�� /NTA DEP FOR 1 DVEDC( NST UCTt p TR V% FESS/Cy �^ ;TE N QEF TO N, CA p'f K I NSO `� �� B JOB NUMBM 14-115-8964 KING DRA3hN no S 4055 m 4-115-964 DB CARUSO S x"a4� PRQTO-!I TM way srsrvas DATE ENGR �� WWW.PROT02.COM �. TURLEY . �_�� az sTR�CT�P r' SCOTT ER 61359660 09.12.2014 JAD NA IF ��Q ATM17TRAPOWIM „� a p fi INC. �^ ad�ld� PHIFosfj �as�3om�ym3ustce�secom OP CAL�F� www.ctsozcom 4 N H�lif (WAY OnY BE as�atm er nvaawm uN cFATI( En aSTAAFAs) �1 PA J7.� C C it 8'x8' OPENING IN—Jr WALL AT SWALE DRAIN LOCATION AT 48" O.C. MIN. CONTINUOUS TRENC14--� SVA I IUI4 FOOTING X —1 g4 VERTICAL AT 48" O.C. AS OCCURS i l B/� OF LA /LD//vG saF�� /NTA DEP FOR 1 DVEDC( NST UCTt p TR V% FESS/Cy �^ ;TE N QEF TO N, CA p'f K I NSO `� �� B JOB NUMBM 14-115-8964 KING DRA3hN no S 4055 m 4-115-964 DB CARUSO S x"a4� PRQTO-!I TM way srsrvas DATE ENGR �� WWW.PROT02.COM �. TURLEY . �_�� az sTR�CT�P r' SCOTT ER 61359660 09.12.2014 JAD ��Q ATM17TRAPOWIM „� a p fi INC. �^ ad�ld� PHIFosfj �as�3om�ym3ustce�secom OP CAL�F� www.ctsozcom 4 N H�lif (WAY OnY BE as�atm er nvaawm uN cFATI( En aSTAAFAs) �1 PA J7.� C C i� d TYPICAL REINFORCING AT JAMBS, DNVENTIONAL )NRY WALL ONTINUOUS TOOK '-8" LAP BAR 8'x8" DRAIN BLOCK OUT IN TOP OF TRENCH FOOTING TYPICAL NE OF HOUSE OR NTINUOUS TRENCH ABUTMENT-I"''IrT FOOLING BELOW 1 #4 CENTERED IN TWO ; 1 #4 AT CELLS AT JAMB - GROUT i i 48' O.C. �D ( TYPICAL -- —--------------�---�— -------4 ---_--- . 1 i i - ---- � 1 MIN. 6' CONVENTIONAL \ \ RY WALL \C LAQU 4' MAN GAGE ANO—// ND �T� ATTACHMENTS BY OF OTHERS BUILDING & SAFETY APPROVED. FOR CONSTFYCTION QROFESSIO NT K INS 9( S4055 R OF CA DATE CA>tzvso 'ruRLEY Kad� g SCOTT ut 211111 INC. r ��>aa€ www.ct"z.com €1 HaKan; no scale PROT04I m WALL SYSTUS W W W. P ROT02. COM R05SWZS=u'Z TFWa0tlLANM% SW9660 COMPANY TRACT# TOWN, CA JOB NUMBER 14-115-8964 TRACKING # DRAYN 14-115-8964 1 D8 DATE ENGR 09.12.2014 JAD PACKAGE SHEET S7.1 F