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BWFE2016-0031Description: 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: 51125 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: TM36297 Block: Lot: 3 Issued: 2/22/2016 RSE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/10/2016 JFU Valuation: $500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 267LF OF 6' GARDEN WALL SIDE 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. 170 0 10 i Applied to Approved Approved to Issued Issued to Finaled Printed: Tuesday, April 11, 2023 9:52:49 AM 1 of 3 WsYsrEMS • 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 9:52:49 AM 1 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 9:52:49 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 8/10/2016 8/10/2016 APPROVED Printed: Tuesday, April 11, 2023 9:52:49 AM 2 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 9:52:49 AM 3 of 3 WsYsrEMS A 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Tw�p 4 4 Q91AZ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0031 Property Address: 51125•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 I I��I'I IIIII'�II I30 III 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: FEB 2 B Zpjp WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 CITYCIF OUNTP. GOM4 l8i!TYDUCLOPir9EP 'DEPART.k'ENT (760)325 3050 Llc. No.: 995566 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B. C-8 License No.: 995566 Contract OWNER BUI ER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State 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).: (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 perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 9*9 ave 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 ofthr which this permit is issued. I have and will maintain workers' compensation insurance, as required. by Se n 00 8fthe-L•abor Code, for the performance of the work for which this permit is issued-workersicosurance carrier and policy number are: r ��-tt_certify that in the performance of the work for which this permit is issued, I al -notremp o 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 S 0 bor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER ATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENAL SAND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706OF 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 a state laws relating to building construction, and hereby authorize represent s of this city to r upon the above-mentioned property for inspection rposes. a Signaturepint or_Agent): �. YN '.¢»:n. .✓.4' 't, t-j%S' J?4P1 Y S+F� -: -:Y .<..w 4iWA j.'j SZ�gg"'S.' 3-F 401 :� .'E,a§".^9 31< P°.:nG:d�j3�i 't`^dY4 + DESCRIPTION x u'x "' r ACCOUNT�� TY HMOUNT5PAID PAID. DATE , <. BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 RlFAIDeBY ` t � SME HOD+ mg s' '." ? y .xs,:':vt ECEIP:TW -, BY ?.xx rt... �-.t��` � s g � �CLTD Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 ' . .$0.00''. �{ jl a h _:�,,.;, .,i. ',.•c,Y ,'. 'SJ ;Y4q (..,xfz 't..,. a;g �t ra%„i`.'!'�.,"SS�efi?7 `F➢ QTY 2 - 'sa Y-§y,"'st dx'RSYjvi+ �PAIDrDATE x:s kDESCRIRTION', �wr�iiA000UN�Tt,x xzztAMOUNTPAIDvn WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $58.00 $0.00 `w - l." i,3ir ! + spry 5 ',£. Sy'>'3;'!`• �i �l - 4: 3S' - t. ^i, BY, i$9'P°oF .?", -} -=> w"r ¢ 1: !4.0 .y":.,.�... ... AK �''T` 4'i .� {' ': '-? x*i� q' :02= 0✓" RF. .- ;'v4 t `ne.t^�F` RECEI?T # yy.. .w': re�P,3.,F'+&�+,. ,CHECK #. •H �{ CLTD BYt .,s, c,tPAID r ; . ,r<;METHOD,...• `• '� x v?'m 3 r,w 'r ., ..e'�.,sP" r .".dttaxx:49.„�e.`�T.... 7 : 2 �+xY yti irt,' ` y »Z., DESCRIPTIONf +a'iv E6.: , �,.a.: Ak cCv4:'i°6 H `v°`' '+s`.n: -Cs c .':i' �f"%E i� d! q .9 `Y' V rat ¢R” wtK ¢e ik3"✓Zv,::b" w''„ Z; H..�p� n`.. Y?' a }Y'�i»4 AMOUN�Tat"PAID:PAIDDATE a the. r3.5?ad:6� Ytd4Y"i# : ; y#�i.{ACCQUNT^� QTY€ RCIA WALL/FENCE - FIRST 100 LF 101-0000=42404 0 $47.86 $0.00 .'. "aa.i...ausy-«, ziwa'rcr2t+`,,`x..?, .,,,:`n's.Cs -,z't�,, ` BY* y r y grPAID BYEvm ,�✓<< ..e,METHODt.'�RECEIPTt# sx5 CHECK #RYaCLTD Y .„3''F TION; DESCRIP z, t �z ..,, .z . a u zy.- $ a x PAID .tvt, x4a . >, s a3r�c�A000UrNTsi �IQN AMOUNT% ,PAID,LDATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 .i :: -w '{�. "Ma ' 4�z c PAID BYE, ��. y METHOD '.' :sib -_K. +''” ':, .sa`x.ski,..4 - x #3 CLTDxB�Y r= -. k.u; s r .'_ . Set..• f 3:.;.,1 A;�_, 3. '. to .E ft�x�vlRECEIP,T#��h ..: dY.4s4.t�'.c�4:L".:.y �.'r+%.ixhi.<?4.is".:iR.* ;4 '#6isdn., CHECK g i e Total Paid for,FENCE OR FREESTANDING WALL: $166.77 $0:00 • • •• . Bin # Qfy of La Q uin t a " Buildin,a & Safety Division 78-4.95 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 00 �1) Building Permit Application and Tracking Sheet Permit # ?_0 6— Project Address:jF46 � n (� Owner's Name:. a AopN L L4 A- P. Number: 7 0 o Address) • Legal Description. City, Contractor: Tele hone Address: S' S'/.(, ise �A% [� o Project Description: City, ST, Zip: W96 / �� e Q p. Telephone:;"6 State Lic. #16 164? g City Lic. Arch., Gngr., Designer: Address: City., ST, Zip: Telephone: State Lic. #: :::..:i• �•;:isv:•}}i}i:�4i:!-ii}};y};�}i}i}}}:y O}{: ::i:(:?:+:�::;�:::iiiiR;y;}� ::}:. .:.w y:>:;:>;•:>:>a?::!;:,!<:::»::: as<! - Construction Type: Occupancy: Project ty e (circle one): New Add'n Alter Repair Demo J P Name of Contact Person: / I an .e Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: C`iD APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount' Structural Calci. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance. Title 24 Cates.- Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan Zed Review, ready for correctionslissue Electrical. Subcontactor List Called Contact Person Plumbing . Grant Deed Plans picked up S.M.1. II.O.A. Approval Plans resubmitted Grading IN I{OUSE:- 'nd Review, ready for correctionstssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. \Vks. Appr Date of permit issue Schodl Tees. Total Permit Fees C Lr' r4 . REARYAMSaTe.a, T 6" (6-0 TO 6-81 PROTO II - EXPOSURE C - TRENCH FOOTING DESIGN CRITERIA (PER 2013 CBC)a 6" CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING ,I 'I PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. STEEL PLATE TO BEAR FULLY 3. SEE.SHEET'B AND SHEET C T. ON CENTER WEB .OR END PRIOR TO .START OF FACE SHELL- SIZE PER CONSTRUCTION. �I SHEET C x a i ;tl HORIZONTAL JOINT 'I) I� REINFORCING TOP 2 COURSES II BELOW PLATE AND AT 24" FOR SIDEYARD RETURN WALLS I► JI #4. CONTINUOUS O.C. BELOW WHERE DRAINAGE SWALE II OCCURS, INSTALL DRAINAGE 10 BLOCK AT SWALE AT GRADE. V)) u, POST TENSION (PT). ROD SEE I" f I: SHEET B FOR ROD SPECS - �- CENTER IN WALL k� I I 'PROTO II FENCE WALL' TRENCH DEPTH AT TOP OF 2:1 SLOPE II' it lE SETBACK MIN. DEPTH 'D'. TRENCH FOOTING �I PER '0' _ ._-.MIN..... II. SCHED FINISHED GRADE C AT 100 I► JI #4. CONTINUOUS C AT 110 -- II' AT HOOK TRENCH z V)) u, C AT 100 W.. ` (V �� 6'-8R W lt'� 1 �- MAX z Wok vT T u CONTINUOUS TRENCH DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH 'D'. TRENCH FOOTING I 2" TO 36" '0' _ ._-.MIN..... 6" TO 11" C AT 100 3" TO 5" C AT 110 -- FENCE WALL SCHEDULE AT LEVEL SOIL H' MAX ........EXP.../MPH DESIGN WIND PT ROD SPACING.:.: '0' _ ._-.MIN..... 6)7-0N C AT 100 0, o C AT 110 -- -- TRENCH C AT.120 V)) u, C AT 100 W.. ` 2`-2„ 6'-8R C AT .110 -- �- QC9 C AT 120 - -- o a a w CONCRETE 0, o TRENCH V)) u, FOOTING QC9 r0 F LA QU{NTA 5'-0" TO BUILDING & SAFETY DEPS'. " DAYLIGHT MIN. /�F } AC F V E D 0 PLRO.T;�Ilr3SiTANDARD FOR CON .TR.UCTION LA INTA, CA RO ES. I E So2 `. ( (Jj,T = 1 �°} B L JOB NUMBER 4-115-9155 SEALED ON T 8 19 14 o:• scole TRACKING fY. "ORAYnJ S 4.055 14-1.15-8964 TMH U3 m CARUSO 8 P rsn PROTO-II m WALL SYSTEMS yVWW.PROT02.COM DATE ENGR 08,_19,2014 _ JAC S QTR iP LEY dei @��@ 41800 CnSCA0E5 COURI TEMECULA. CA 92591 PACKAGE SHEET .. •.\P _SCOTT Y OTTO "F OF CALFa WN W.0 SSO Z.COlYI $ EO BY APPROVED AND CERTWIED AUERS) (MAY oltr tlL lASTAUmST 4'. g'. AND 8" TMC( POST-TER90NEO UASOYRT WAUS THESE.DRABWNGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING. UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED PATH MITTEN SIGNATURE. GENERA. '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 (OTI — COMPRESSIBLE WASHER) IS MANUFACTURED PER ASTM F959. PLASTIC R£BAR 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 REtNFORCtNG 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 DT1 (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 I 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 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 TOLERANCE IS.t8" BUT THE NUMBER OF. RODS FOR A GIVEN LENGTH OF WALL MUST REMAIN THE SAME. 18. SEISMIC DESIGN CRITERIA: Ss=2.0. S1=0.749. SOIL CLASS=D(ASSUMED), RISK CATEGORY 1. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLU . ,_mjLQ_�,1N 0 AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL ECINSP�E U . £bA� , BY JURISDICTION. BUILDING SL SAFETY DEPT. lt- A Q P R O t! E D -PROT" II STANDARD X �] FOR CONSTRUCTIO 4-A OU TA, CA .. p t ES /o '? P DAT Eit l�C Y B NUMBER SEALED ON _ ..-115-9155 TRACKING R DRAWN 8/119 SA 5 rn i SCOIE? 14-115-8964 TMH * CARUSO PRO ITM WALL SYSTEMS ww,PROT02.COM y<Ig00 DATE 08.19.2014. ., ENGR ,IAC S7R �Q4 TURLEY i`'SCOTT ; "+ I✓@Kg3pp CASCADES COURT TEMECULA. CA 92591 PACKAGE SPIFFY ,9 %;L�� ATTN: GARY OTTO CA www.ctsoz.coma` «N N.n,A.A MAY ONLY BC INSIALLED BY APPRDKD AAD CERTinm INSTALLERS) 8; AND e' TWO( POST-TEN90NEO YASDNRY WAS A IS. AFFIXED WTH WRITTEN SIGNATURE. THESE DRA9NGS/CALCULATIONS -ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL TOP OF PROTO 1 WALL (3) PLAN VIEW (4)�.. 1 &�GIQN, .`�'-(S) 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. B. 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 II:1/4"x3"x6" B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6" C. 6" PROTO If: 1/4"x4 1/2"x6" D.. 6" SLUMP PROTO II:1/4"x4"x6" STEEL PLATES TO BE PLACED AT THE EDGE OF THE CELL SO THAT THE PLATE BEARS FULLY ON THREE SIDES. 12. DO NOT USE BOND BEAM BLOCK AT BEARING PLATE LOCATIONS. NOTES: A. PROTO II DTI TO BE USED AT EACH TENSION ROD. TABS FOR DTI SHOULD FACE UP AGAINST BOTTOM OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES BETWEEN BOTTOM OF NUT AND DTI) WHEN PROPER TORQUE OF NUT HAS BEEN ACHIEVED. B. AS ALTERNATE TO VISUAL INSPECTION OF TABS, INSPECTION OF NUT TORQUE MAY. BE ACHIEVED BY USE OF A CALIBRATED TORQUE WRENCH. TORQUE NUTS TO 55 FT -LBS. 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 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 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 P6RYICC DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED -WITH WRITTEN SIGNATURE. 'S OF THESE DRAWINGS/i :;CONCRETE SETTING PAD THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REOUIRED "7/16" DIA. POST TENSION RODS AROUND ANCHOR. BOLT AND NUT (PT) SHEETS CENTER IN ELEVATION 7/16" DIA. POST TENSION RODS. . (PT) SEE SHEET B CENTER IN ' WALL I THICKENED FOOTING TO PROVIDE- 3" ROVIDE3" MIN. COVER AS REOUIREO—\ AROUND ANCHOR BOLT AND NUT 8, SECTION Y' CITY CSF LA QUENTA BUILDING & SAFETY DEPT. /`` PPRU5 I STAN . CA ! Fes' SEALED ON DATE: JOB NUMBS �1J9- T 5. y G)' m 8 19 14TRACKING f1.0, S:C # 14-115-8964 DRAWN TMH > ; m CARUSO 8^g� roe^n a"= �� PROTO-II TY wA�� SYSTEM WWW.pROT02.COM DATE 08.19.2014•. ENGR JAC ��.: P •�0;: -, .. TURLEY SCOTT + morin kip@'e@ 41800 CASCADES COURT TEMECULA. CA 92591 ATTN: GARY OTTO 'PACKAGE SHEET . WW W.0 ISOZ.COM ate' N:VjNN INAT OST BE DfSTALLEO BY APPAOYED AND OERTmEO WSTALLCNS) A; 6'. AND W TNIN POST-TEN90MED NASWV :WALLS .... ..... [IONS ARE CONSIDERED PREUWNARY'-NQT FOR CONSTRUCTION OR RECORDING UNLESS THE* STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFI%ED1)AT WRITTEN SIGNATURE. Q #4 TYPICAL MASONRY DRAIN BLOCK DETAIL FOOTING '� #4 VERTICAL AT 3' O.C. AS OCCURS ' . U. ZQ3 /LDiNLA T� O C ANY TR CT Q�OFESS/p�_ TETO CA pT K INSO� !�2 __.�JOB NUMBER 14-115 8964 w S 4055 m CKING # DRAWN rt m 4-115-8964 DB CARUSO Y4� PRO 04' m WALL SYSTMS DATE ENGR *� srRUCTl1RP\• \Q p? TURI.EY . $ �s:rn�� W,WVV.PROT02.COM O9.1Z.ZO14 JAD TFUl68flLA(JBS� 8859560 9l Eti� INC.TT u rZ aZ At7wr((eAtMW MM FR PACKAGE SHEET FOF CAl�FOgay PW{f90�&a3t93mny�oemmoermahccm www.etsuzcom a. HUN (aur oar Lae LNsrrlLn er �avaoem Rr ►aus e TYPICAL REINFORCING AT JAMBS 4' MAN GAGE AND ATTACHMENTS BY OTHERS ONVENTIONAL )NRY WALL ONTINUOUS DOK =8" LAP BAR CONVENTIONAL 3ONRY WALL 9 8'x8" DRAIN BLOCK OUT IN TOP OF TRENCH FOOTING NE.OF HOUSE OR TYPICAL ABUTMENT ,---M CONTINUOUS TRENCH FOOTING BELOW 1 #4 CENTERED IN TWO 1 #4 AT CELLS AT JAMB - GROUT I I 48" O.C. SOL 1. TYPICAL - - --------------- j ---j -- I , I I I 4' MAN GAGE AND ATTACHMENTS BY OTHERS ONVENTIONAL )NRY WALL ONTINUOUS DOK =8" LAP BAR CONVENTIONAL 3ONRY WALL 9