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BWFE2016-0039Description: 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: 51160 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: THE ORCHARD Block: Lot: 10 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: 224LF 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 9:58:11 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 9:58:11 AM 1 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 9:58:11 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 SOUTH P/L WALL ONLY. DOES NOT INCLUDE FOOTINGS JFU 6/13/2016 6/13/2016 PARTIALLY WING WALLS. CLEAN ALL LOOSE, FALLEN APPROVED DEBRIS FROM FOOTING PRIOR TO POUR. 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 9:58:11 AM 2 of 3 WsYsrEMS REVIEW TYPE I REVIEWER I SENT DATE I DUE DATE I RETURNED I STATUS I REMARKS I NOTES DATE Printed: Tuesday, April 11, 2023 9:58:11 AM 3 of 3 WsYsrEMS 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 `&4 4 4 0" .COMMUNITY DEVELOPMENT DEPARTMENT Application Number: BWFE2016-0039 Property Address: 51160 EVANGELINE WY APN: 777030001 Application Description: COACHELLA HOLD CO LLA / Property Zoning: Application Valuation: $500.00 Applicant: WESSMAN DEVELOPMENT COMPANY INC 555 S SUNRISE WAY SUITE 200 PALM SPRINGS, CA 92264 BUILDING PERMIT j� tr"l1 U FEB 2 2 2016 CITY0FIAQtr'INTF COMMLN1 TY0JELOPMENTDEPARRIENT 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 an License Class: B. C-8 ense No.: 9 Date Contractor: OWNER -BUILDER 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 isnot 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.). (1 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 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 wo wvltitfrtit rmit is issued (Sec. 3097, Civ. C.). Lee Na Lender's Address: 37 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: nd will maintain a certificate of consent to self -insure for workers' sat�ve rovided for by Section 3700 of the Labor Code, for the performance ch 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 polity number are: Carrier licy Num � c that in the performance of the work for which this permit is issued, I ot:employ any person in any manner so as to become subject to the workers' compensator a 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 provisions. Date - �� applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVE E IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR I ECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 'APPLICANT ACKNOWLEDGEMENT. IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter u above-mentioned pro-rArty for inspection purposes. Das� 2 Signature Applica r A t X � A ..VsMx y DESCRIPTIONiACCOUNTS>QT�Y�AMOUNT� x PAID a� PAID DATE ... (l.. --:�. dam.<X�,. §>,T3.0 xv 4:&..�.t�.K' adX2 v>xE$�.. +i.<�%'& �.:. .cr? ¢.Y. w-...." Yi bi' ��'..- .r .._.;9 i. �.r..� S K �*, a�»,-=�"1.��+n.?4`� 4 .:.. iYi .� x+.-'�451•S$E.:..b-i5 -'T.v BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 p`3 e � -':'.2 .3x. f 1': r: ` PAID BY ° UNt METHO04" RECEIPTS#� $„=nCHECK # X,CLET;D BY x:.'i�`'..-w,ZncT;.�,a��':tt.-.,-ate,. i<�... ix .�.:x`.. �i:�a”, al- ,.<� ..E 9d Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:. $1.00 $0.00 �'d"{"d. �^.fr �� -DESCRIPTIO $ i zi hw$E'rC �Y•�xX gS iEisaYD syv._.��4,c 1'i .,ryg�i�h.Y; 94 ACCOUNT~ _ � k�'ti"?y AMOUNT y fid" ei+ .-"-r ��T x s'"L S' �T. I' •� .i:3 PAID DATE; .,QTY s y?AIDC WALL/FENCE - EA ADDITIONAL SO LF 101-0000-42404 0 $43.50 $0.00 F .:4-:,. .,.>� az�.r�;... ;, PAID BYE' ��'L.'� : METHOD;RECEIPT#rCHECK ,�-€"'-`r # CLTDBY r < DESCRIPTION r'k' rt&" > "MMMACCOUNT R ".-,_- ....x sA AMOUNT#�� x PAID E 1 3 ;.qlf ma ��b.+G.. x. $,k,?PAIDDAT74 WALL/FENCE —FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 BY>q4sIN 2"}s'a!M'=e°G 5 h' . '�*,'k "� r X'i.S :._: ^.�<A-°S'F iS�:.' CCTDBY.; r R a PAID �METHOD ..__.> .. ,RECEIPT101, SCHECK# 15 . DESCRIPTION #� :h s :l �� isi r e R..�... r,3rACCOUNT n M y$QTY� AMOUIVTs Ay MA k PAID OAT£' . WALL/FENCE - FIRST 100 LF PC 101-0000-02600. , 0.. $60.91 $0.00 ''! .y s ^,�' :."#` PAID;BY�' n. G ` 1G v (r c ° ""c % `'h �}.� s � � �METHOD�` 'fir 4� '". ZV; € M— 'u ? "➢,art s : - 4A "" ' 4 '``= yiF-... x •.s+c". n.,- kt3 ,r by ; k _., s g` RECEIPT »; ,CHECK # * s CCTD BY Total Paid foe FENCE OR"FREESTANDING WALL: $152.27 ' $0.00 • r0 6" (6-0 TO V-8') PROTO II - EXPOSURE C - TRENCH FOOTING SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH V TRENCH FOOTING DESIGN CRITERIA (PER 2013 CBC): 6" CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING 3" TO 5" PRESSURE = 1000 PSF MIN. 2, ALLOWABLE SOIL PASSIVE - -- CAT 120 _ .. PRESSURE = 150 PCF MIN. SEALED ON ' C AT 100 6•-Q'° STEEL PLATE TO BEAR FULLY lON 3. SEE SHEET B AND SHEET C C AT 110 # DRAWN -- CENTER WEB OR END' PRIOR TO START OF -_ - CARUSO FACE SHELL- SIZE PER CONSTRUCTION. S v TRUCTv�`P .��, TURLEY SCOTT ii SHEET C 9%FO O� �� W J CK W CL. X Z N W W J LA- � O � n W N O— U En CL < Lu 0=0 NaEJi1 � W Q� it �� HORIZONTAL JOINT I� REINFORCING TOP 2 COURSES a BELOW PLATE AND AT 24" O.C. BELOW il POST TENSION (PT) ROD SEE II: SHEET B FOR ROD SPECS - i CENTER IN WALL �I �-PROTO II FENCE WALL II 11 SETBACK j� PER f ( SCHEO/,—,FINISHED GRADE jl Il II.' #4 CONTINUOUS � .�AT HOOK II. . L 2 1 MAX CONTINUOUS CONCRETE TRENCH FOOTING 5'- 0" TO �3" V DAYLIGHT MIN. FOR SIDEYARD RETURN WALLS. WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE .BLOCK AT SWALE AT GRADE. TRENCH DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH V TRENCH FOOTING 12" TO 36" 2`- 2" 6" TO 11 3" TO 5" C AT 100 FENCE WALL SCHEDULE AT LEVEL SOIL H' MAX DESIGN WIND EXP. MPH PT ROD SPACING ..:.... V MIN... 6`-0" C AT 100 C AT 110 - -- CAT 120 _ .. . SEALED ON ' C AT 100 6•-Q'° 2 2"• 6'-8" C AT 110 # DRAWN -- C AT 120 -_ - CITY of LA QUINTA BUILDING & SAFETY DEPT. p "t �- PRO. O'dl: STANDARD ( Uf-3 CQN .., f-lUCTiON LA IN -TA, C, Ft0 ES Dj:TE 4yj �l B JOB NUMBER SEALED ON ' 4-115-9155 8 19 14TRACKING 0. SCOLB # DRAWN m.. S 4Q 5 14-1.15-8964 TMH w m '*' CARUSO 8 P ^27R�n PROTO-11 TM WALL SYSTEMS _- WWW.PROT02.COM DATE ENGR 08.19.2014 JAC S v TRUCTv�`P .��, TURLEY SCOTT °'^ gig00 CASCADES COURT TEMECULA. CA 92591 k�i RK@ ATTN: GARY OTTO PACKAGE SHEET 9%FO O� �� INC. b$ R PHI (951) 694-3793 - goryoIIo&pro(ou.com 4 /� S1.1 A F CAS www.cisoz.com a (MAY ONLY y( INSTALLEo BY APPRCVEO AND CERM670 MSTALLERS) 4. 0'. AND 8' 1MCK POST-TERSiONEO MASONRY WALLS THESE.ORAKINCS/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 NTH HE 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 11 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 PATH 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 HIS 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 HE 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 482 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 BOH ENDS FOR ADDITIONAL LIFTS. RODS SHALL HAVE A RODS SHALL HAVE A MIN. OF 3" V HOOK, WITH 1/2" NUT AT END OF TENSION 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; 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 NTH 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 ST=0.749, SOIL CLASS=D(ASSUMED), RISK �� CATEGORY I. 19 ANDFOUNDATION SIZE/DEP HINSPECTION AND CLEANL NE S OF FOUNDATTIION.CONCRETE ADDITIONAL:: LU EClts W, � 1IySP�E TI E I NTS BY JURISDICTION. A BUILDING & SAFETY DEPT. SO EY r :Om APPROVED FOR CONS fRUCTIOI I)ATE�1'.GTM PROTO II STANDARD V. OU t TA, CA B NUMBER 77774-115-9 155 TRACKING § DRAWN 14-115-8964 TMH DATE ENGR 08.19.2014 JAC PACKAGE' SHEET S1.1 B -I THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED MATH WRITTEN SIGNATURE.. PROTO-11 TM WALL SYSTEMS WWW,PROT02.COM @ � � 41800 CASCADES COURT TEMECULA. CA 92591 ATTH: GARY OTTO PH/ (951) 694-3793 — goryollogproloii com ... NN (MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED DIS iAUERs) 4'. 6'_ AND B' IHV POST -TENSIONED MASONRY WALLS PROTO II STANDARD V. OU t TA, CA B NUMBER 77774-115-9 155 TRACKING § DRAWN 14-115-8964 TMH DATE ENGR 08.19.2014 JAC PACKAGE' SHEET S1.1 B -I THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED MATH WRITTEN SIGNATURE.. TOP OF PROTO II WALL x ' : SECTION. 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,ObO 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 END 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"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) MEN 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 PARTIES. ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED WITH WRITTEN SIGNATURE. E PROTO II FENCE WALL .. ; , , t 1 `f, ' I ittjl` 11' i t II; v v i TE SETTING PAD THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REOUIRED `7/16' DIA. POST TENSION RODS AROUND ANCHOR BOLT AND NUT ELEVATION WALL SEE SHEET''B CENTER IN ;. 7/16" DIA. POST TENSION RODS_. . (PT) SEE SHEET B CENTER IN WALL I c z THICKENED FOOTING TO PROVIDE 1 3" MIN. COVER AS REOUIREO AROUND ANCHOR BOLT AND NUT t f . 8, ,Y SECTION T CITYOF LA QUINTA j BUILDING & SAFETY DEPT. P RO.... I STAN Rp A p T K l� .. DATE ---h-4 l k4l JOB NUMBS. r- ' SfALED ON �. -5'• S 405ti '' 8 19 14 TRACKING # DRAWN I].o: SC m 14-115-896,4. TMH w PROTO-II TIM WALL SYSTEMS DATE ENGR CARUSO $ a �g�y WWW.PROT02.COM 08.19.2Q1 4 JA ..: TURLEY sr!`RUCTv�'P �QT 1 SCOTT `. @�� i'@c@e@ 41800 CASCADES COURT TEMECULA, CA 92591 PACKAGE SHEET T.` ATTN: GARY OTTO 9T \ OQ INC. PHS (951) 694-3793 - goryallo@protoiiaomD - :OFC c' .-' www.cfsai.com t t -� : (NAT OngY BE INSTALLED BY AFPROKD AND tERMEO INSTALLER S1.2 a ��NrNN »»» 4'. 6'. AND B' 7N10c POST-TEN90NED MASONRY MALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NDE FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED 1N�{T WRITTEN SIGNATURE. i i TYPICAL MASONRY DRAIN BLOCK DETAIL MASONRY WAIL #4 CONTINUOUS AT HOOK CONTINUOUS TREN a�vAnON FOOTING X —1 #4 VERTICAL AT 48" O.C. 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SCOTT 42soaeoeas o t os, M9s6o PACKAGE SHEET AnWIR- -ER INC..S7.1.OF CALF wrnv.etsuzeom (UAY aver BE Disrr.�m RY APPRM AW CERMIED ENST E 4. C. AXD 6 7loM POST—TEN90M YASMKY WNLS 1 TYPICAL REINFORCING AT JAMBS 8'x8" DRAIN BLOCK OUT IN TOP OF TRENCH FOOTING E.01 HOUSE OR TYPICAL ;COI.S UTMENT T may_. TINUOUS TRENCH FOOTING BELOW #4 CENTERED IN TWO I 1 #4 AT AT JAMB - GROUT j 48' O.C. SOLID ' I TYPICAL -- ---------------J---� -----------�-�-- 1 I i I I C 4' MAN GAGE AND ATTACHMENTS BY OTHERS /QR ESS ON( PjK !,y 9! r� v� 0y mac. C( S 4055 z '9T OF CA )NVENTIONAL NRY .WALL JNTINUOUS DOK -8" LAP BAR CONVENTIONAL MRY WALL COMPANY TRACT# TOWN, CA JM NUMBER 14-115-8964 . I10 SCOIB TRACKING $ 14-115-8964 DRAWN DB CAStUSO g s PROT041 Tu wAu. srsmus DATE ENGR TURL.EY :�eR��g WWW.PROT02.COM 09.12.2014 JAD �SCOTT LNC. E 4290iB0R09000 5=t1VRTWAff WM% M59560 ATMMAWM K1OMM PACKAGE..' SHEET 6r a+IRMI6p999)-m3 3179a=%w osuwAwo6ommcom (MAY MY BE OtSTA S BY MOPROYm AW CMM DBTNum ��.� W W W.CLSOZ.COT v »jM» s. 6. NO 6 WM PM7 nMOMW Wl9ORRY WHLS Bin # pity of La Qreinto Building u Safety Division Permit # 78-495 Calle Tampico _ La Quinta, CA 92253 - (760) 777-7012 -Building Permit Application and Tracking Sheet Project Address: ,s/—, v k�4 6- e e e. Owner's Name: d J& - A. P. Number.._ 7 7 03 Qv of, AddressC Q (� (� 's Legal Description::Ih aQtk,*0-0 _L4_) City, ST, Zip:LOS h toe)eS 6,a&V 13d- 9 Contractor: to iL SS � D�•V aQn'f' v P 30 - 6 —j�0 "=' Tele hon �x��>�:�:<:�<:�'k�:s:>.Ca>>.:i:::: Address: Sl.�s S. S �h `� fL W 5�� Project Descr iption: �% L, iiV City. ST, Zip: A �/'1h S cs /-% /!cis et 2 26 / 1. �' 5�y" 0-9- '---o 477 Telephone: v;;:.�.>;::>�>c>::>:z•>:::;:::;;:;:;:;;::.<.:;;;:::: State Lic. # : 99 s�s' 6 City Lic- Arch., Engr., Designer: Address: City., ST, Zip: Telephone: ,.•• .W,,;.,,..;.,,,, `"`" ^` "<A< �:tr$iri/�::-�.'FIL�r ��iL: i �:iS.L %:.`�::i, Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: Name of Contact Person: / /L /�/'i %e_+ Sq. Pt.: #Stories: # Units: Telephone # of Contact Person: %60 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACMIG PERMIT LETS Plan Sets Plan Check submitted Item Amount' Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check -Balance. Title 24 Calcs.. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionslissue Electrical. Subeontaelor List Called Contact Person Plumbing . Grant Deed Plans picked up li.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School -Fees, Total Permit Pees lilkn 6—b I 3S__1 1 r m" o � _ W co Cc €€g. s' m� i i i