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BWFE2014-107478-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1074 Property Address: 54715 SEA HERO CIR APN: 767780027 Application Description: GARDEN WALL 146 LF Property Zoning: Application Valuation: $3,942.00 • Applicant: 1 LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 t��r� lwQur rw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT OCT 24 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Prof ions Code, and my License is i full force and effect. License Clas : B License No.: 728102 Date: is I Contract f OWNER -BUILDER DECLARATIOCte I hereby affirm under penalty of perjury that I am exempt for State License Law for the following reason (Sec. 7031.5, Business de: Any city or county that requires a permit to construct, alter, imor repair any structure, prior to its issuance, also requires the applicor 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 tha Business and Professions Code) or that he or she is exempt therefrom and the i 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 dol ars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/22/2014 Owner: IOTA GRIFFIN 4675 MACARTHUR CT NO 1550 NEWPORT BEACH, CA 0 Contractor: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)349-8269 LIc. No.: 728102 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should bec subj t to the workers' compensation provisions of Section 3 0 of the La r Co 'e, I hall forthwith comply /with t ose p %ision . Date: /�lJ ` Appyt WARNING: FAILURE TO SECURE WORKERS' COMPENSATIO COVERAGE IS U LAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALT S AND CIVIL FINE UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADD TION TO THE CO OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTIO 06 OF T BOR 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 stfte laws relating to WIding construction, and hereb authorize representatives of this ty to enter n t e above- mentioned pro erty fo ins ection purposes. I Li Date, Signature (Applicant i gent): , DESCRIPTION FINANCIAL •1• 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 forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $62.36 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE •- FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL $171.13 $0.00 TOTALS:00 ATTACI I M [NTS Printed: Wednesday, October 22, 2014 3:48:35 PM 2 of 2 Cr?SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-424040 $62.36 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-426000 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $171.13 $0.00 TOTALS:• 0• INSPFCTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE BOND BEAM FOOTINGS FINAL" ATTACI I M [NTS Printed: Wednesday, October 22, 2014 3:48:35 PM 2 of 2 Cr?SYSTEMS , PARENT. PROJECTS . REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE H UNL} INFUHIVI ATTACHMENTS Printed: Wednesday, October 22, 20143:48:35 PM 2 of 2 0rI? F SYST_MS NOTES SEQID INSPECTION TYPE INSPECTOR CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $62.36 $0.00 FINAL" ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid forFENCE OR FREESTANDING WALL $171.13 $0.00 , PARENT. PROJECTS . REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE H UNL} INFUHIVI ATTACHMENTS Printed: Wednesday, October 22, 20143:48:35 PM 2 of 2 0rI? F SYST_MS NOTES SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS BOND BEAM FOOTINGS FINAL" , PARENT. PROJECTS . REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE H UNL} INFUHIVI ATTACHMENTS Printed: Wednesday, October 22, 20143:48:35 PM 2 of 2 0rI? F SYST_MS LEGEND PROPERTY'LINE — — — - — — — — PUBLIC UTILITY EASEMENT —'— — — — — -- RIGHT—OF—WAY (R/W) - "- - - ~-N— WATER MAIN — _--$ -- SEWER MAIN GARDEN WALL RETAINING / GARDEN WALL TOP OF SLOPE TOE OF SLOPE I SEN HERI a F'. .l . 1, LOT 250 PIMLICO 3XB LT FF 487.27 PE 486.6 r 20_93' j E w AIR CONDITIONING PAD 0 CONCRETE STOOP J1 SIDEYARD GATE MSA CONsmTmc,, INc. PLAMMM • CMM ENCRUMM40 ■ LAND FIRE HYDRANT $ WATER METER S SEWER LATERAL a F'. .l . 1, LOT 250 PIMLICO 3XB LT FF 487.27 PE 486.6 r 20_93' j E w wNOTE: DIMENSIONS SHOWN ARE NOTE PLOT PLANS WAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE YaR, TO BUILDING FACE AND NOT TIRE REPORT FOR DIMENSIONS, EASEidETIT'S, AND 00ER INFORMATION OF RECORD. ARCHfTE=RILL POP -OUTS ow unUjta ARE NOT SHOWN ON THIS PLAN. I.D MSA CONsmTmc,, INc. PLAMMM • CMM ENCRUMM40 ■ LAND LSA / GFGTN RAS TRACT NO. 32879 LOT 254 - 54715 Sea Hero CIrC1e )ECOUNTY,C.AL FOFHA16,020 JULY 2014 3VW sas» noM . RAMW 1tt . CA rano c>6m L . FAX(MM m3 -lm LOT AREA SF MONTECITO DRIVE LLENNARLACMTA, NA, CA 92879 817-3663 SCALE 1'=30' rArYFiTa Ae%l'-tZCVrAw= nwr� 6' (6-0" TO 6-8) PROTO II - EXPOSURE C - DIP FOOTING DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE PROTO II FENCE WALL = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN., 3. SEE SHEET B, C. & D PRIOR TO 6" STD. HOOK START OF CONSTRUCTION: � �6" � CAP BLOCK PER I I. I SHEET C 00 U p N W J W O D N d W 2 W U aI.-N C>aa N 2 O � N J a W 0 STEEL PLATE TO BEAR FULLY ON CENTER WEB • OR END FACE SHELL - SIZE PER SHEET C. NO COLD JOINTS 2:1 SLOPE PERMITTED BETWEEN DIP „ 3'-0" AND SETTING PAD _ • 6" TO 1t" 2'-11" 3" TO S" I C'4 HORIZONTAL JOINT v REINFORCING TOP 2 COURSES BELOW PLATE / AND AT 24" O.C. BELOW VERTICAL FOOTING \ / REINFORCING AT 6'-8" / POST TENSION pT ). FENCE, USE 1 #4 IN V ROD SEE SHEET`B FOR CENTER OF DIP 16" MIN ROD SPECS - CENTER IN WALL �PROTO II FENCE WALL FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE SETBACK OCCURS, INSTALL DRAINAGE PER .SCHED., /—FINISHED GRADE BLOCK AT SWALE AT GRADE. #4 CONTINUOUS AT HOOK Z t< �1 MAX I � I I I CONT. CONCRETE I I SETTING PAD - I SEE SHEET D I I I L_ 5'-0" TO DAYLIGH-r MIN. POST TENSION (PT) ROD SEE SHEET 6 CONCRETE DIP FOOTING DIP MAY BE OVER EXCAVATED AS SHOWN - FILL WITH COMPACTED FILL OR CONCRETE DIP DEPTH AT TOP OF 2:1 SLOPE SETBACK -FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH 'D' DIP .FOOTING 12" TO 36" 2'-4" • 6" TO 1t" 2'-11" 3" TO S" 3'-1" FENCE WALL SCHEDULE AT LEVEL SOIL H' DESIGN WIND' PT ROD DIP MAX EXP/ PAC -IN •--P•ABiN C AT 140 6'Q'r NTA 6'-0" C AT 110 BUILDING G SAFETY DEPT. L, /A I I y V 'r ROTO II STANDARD LINE OF DIP6'_$" CAT 1 0 -- - I A QUIN CA FOOTING BEYOND. CAT1.0 1--di-Ai ([,((I l' JOB F NUMBER C¢ SEALEOON 14-115-9155 B 19 1¢ TRACKING (/ DRAWN Lu S40 5 !. m / f10 SCOle 14-115-8964 TMH PROTO-II Tu WALL SYSTEMS DATE ENGR CARUSO *• �, '* � nim^� WWW:PROT02.COM 08.19.2014 JAC `rP sTA'UCTv�P �P s SCOTTY 41800 CASCADES COURT TEMECUTA, CA 92591 PACKAGE SHEET /INC. ATTN: GARY OTTO co PHI (951) 694-3793 - goryotloayrotoii.com F (MAY ONLY DE INSTALLED BY APPROVED AND CERnfiED tNStALLERS) OF CAwww.tlsoz.com —n , - 4'.6'. S1.2 A AND 8' 7NIbC POST -TENSIONED MASONRY WADS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH v• 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. 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 A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP). 12. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. RODS SHALL HAVE A MIN. OF 3" 'L' HOOK, WITH 1/2" NUT AT END OF TENSION ROD WHERE EMBEDDED IN FOOTING. 13. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND 20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. POST TENSION ROD SHALL OCCUR WITHIN 12" OF END OF WALL AND 12" EACH SIDE OF CONTROL JOINT. 14. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. NO BOND BEAM BLOCK MAY BE USED AT PLATE/TENSION LOCATION. 15. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION; AT CONTRACTOR OPTION, VERTICAL REBAR MAY BE STABBED DOWN INTO THE DIP. 16. A PROTO-11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN THE BEARING PLATE AND NUT WITH THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A DEPUTY INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND COLLAPSED AGAINST NUT WITH NO LIGHT LEAKAGE BETWEEN THE PROTO-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 II MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. 17. POST TENSION ROD SPACING IS INDEPENDENT OF DIP SPACING. TOLERANCE FOR DIP SPACING IS ±12" BUT THE NUMBER OF FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. PO D1 R�OD-SPAC_MC_4-0S t8" BUT THE NUMBER FLENGTH OF WALL MUST REMAI4 WF4 18. SEISMIC DESIGN RODS A2 OI S N 0.749 SOIL C ASS=D (ASSUMED) RPSK (`A ItGbRYFI. LA l �L{hftlA TA 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE fL0QflNo5TTka &Q!EA OR.VFETA SIZE/DEPTH AND CLEANLINESS OF FO NDATION. ADDITIONAL SPECIAL INSPECTION A REQUIRED[J�1S iC THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE FOR CO \ TRUC IMTO II TANDARD LA QUINTA CA Q F SS 0 K !� DATE � JOB MBER p,T O �1. SEALED ON -715-9155 G' � CO S 40 5 m I10 CO�e TRACKING # DRAWN 14-115-8964 TMH * CARUSO o A�^4N PROTO-II TM WALL SYSTEMS DATE ENCR S `p TA'UCTV�P� TURLEY WWW.PROT02.COM 41800 CASCADES COURT TEMECULA, 08.19.2014 JAC PACKAGE SHEET �Q SCOTT 4 e��e�e CA 92591 INC. �^ tee«« ATTN: GARY OTTO FOF PHA (951) 694-3793 CALF www.ctsoz.com o� dada - go,yo(lo@Troloii.cm (MAT ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS) S1.2 EE »»» 4. 6". AND 6" THICK POST -TENSIONED MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE TOP OF PROTO II' WALL IF (3)� PLAN VIEW (4)� O SECTION (5) (10) O I •-_--J t,__ LPLAN Y (9) 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 It 1/4%3"W B. 4" SLUMP PROTO II:1/4"x2 1/2"x6" C. 6" PROTO II: 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. 00 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. DTI STILL MUST BE PLACED ON ROD IF USING TORQUE WRENCH METHOD. SEE GENERAL NOTE ON SHEET B. .C. SPECIAL DEPUTY INSPECTOR WILL PERFORM A VISUAL INSPECTION. WHEN USING THE DTI METHOD TO CONFIRM THE DTI IS COLLAPSED WITH NO LIGHT LEAKS BETWEEN THE TABS AND BOTTOM OF NUT. IF USING TORQUE WRENCH METHOD, DEPUTY INSPECTOR WILL CONFIRMWALL WALL IS TORQUED TO 55 FT—LBS. NO VISUAL INSPECTION OF DTI IS REQUIRED. 0. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION OF TENSIONING PERFORMED BY ONE OF THE TWO METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR TO PROVIDE A COOMPLETED J�EW17NA �`� 0� � IEPT i3UiLTJI(�!G & SAFE -TY APPRO� FOR CON TFR L 0 A, DATE - BER 'SEALED ON 14-115-9155 TRACKING N DRAWN U.1 S 4 55 m f10 Ole 14-115-8964 TMH � PROTO-II TM WALL SYSTEMS DATE ENGR 1 CARUSO g _ m WWW.PROT02.COMTURLE08.19.2014 JAC SCOTTY = _ �e 41800 CASCADES COURT TEMECULA, CA 92591 PACKAGE SHEET INC.�� ATTN: GARY OTTO q O 1 0 «« PHI (951) 694-3793 - goryotto®proloii.com TF OF CA�-1F www.ctsoz.com d.Y.. (MAY ONLY RE INSTALLED BY APPROVED AND CERTIFIED INSTALLER$) S1.2 »»» 4. 6-. AND 6. THICK POST -TENSIONED MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE FOOTING ELEVATION AT POST TENSION ROD PROTO II FENCE WALL Y THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REOUIRED AROUND ANCHOR BOLT AND NUT ELEVATION X SETTING PAD 7/16" DIA. POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL 7/16" DIA. POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL II I I � II �v Z THICKENED FOOTING TO PROVIDE L� 3" MIN. COVER AS REOUIRED AROUND ANCHOR BOLT AND NUT 8., SECTION CITY OF LA QUINTA BUILD;NG & SAFETY DEPT. Applo V -O-101 STAN FOR CO `ISTR M CA 1- 7 ti 1 V pQw p T K I �� DF.TE - JOB NUMBE 2 C SEALED ON 5 Z 8/1 �14 TRACKING N DRAWN S405 m no SCO 14-115-8964 TMH Lu * CARUSO - PROTO-II TM WALL SYSTEMS DATE ENGR S LSYJ TRuc'T TURLEY = - WWW.PROT02.COM LA, CA 92591 o�o0 41800 CASCAOATTN:GARY 08.19.2014 JAC ��P ,� �. SCOTT PACKAGE SHEET 9% ��� OF CA �� INC. €m OTTO "«« PH# (951) 694-3793 - goryollo@Trololi.com (MAY ONLY BE INSTALLED BY S1.2 D www.ctsoz.com _ d APPROVED AND CERTIFIED INSTALLERS) »»> i. 6'. AND 8' THICK POST -TENSIONED MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE