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BWFE2015-029378-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&t!t 4 4 Quiot.rcv COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2015-0293 Property Address: 57823 BARRISTO CIR APN: 762500010 Application Description: SANTERRA / LEGACY HOMES BLOCK WALL 81 LF Property Zoning: Application Valuation: $2,000.00 Applicant: CD MURRIETA APARTMENT INV 37 400 E RINCON STE 105 CORONA, CA 0 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: R License No.: 934711 Dat /D_ /' �1 Contractor' OWNER -BUIL DECLARATION I hereby affirm under penalty of perju at 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).: (_) 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: i i,11110i 30 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: .10/21/2015 Owner: MURRIETA APARTMENT INV 37 400 E RINCON STE 105 CORONA, CA 0 ►t? Contractor: M H P BUILDERS INC 3202 WEST MARCH LANE S STOCKTON, CA 95219 (209)951-6190 Llc. No.: 934711 WORKER'S COMPENSATION DECLARATION 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' KK provided ,for the performance ich this pand will mnce, as required by e Labor Cfor which this permit kers' 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 subjec to the workers' compensation laws of California, and agree that, if I should beco a subject to the workers' compensation provisions of Sectio 0 of ode, I shall forthwith comply with those provisions. , ate`: 0 -�- ) Appli n1Y WARNING: FAILURE TO SECURE WORKV COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER 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 ab o tion is correct. I agree to comply with all city and county ordinances and to laws r latin to building construction, and hereby authorize representatives of is city to a er upon the above-mentioned property for inspection purposes. / Date:���� Signature (Applicant or Agent ):gA: + C_:) ra r N CD LJ1 WORKER'S COMPENSATION DECLARATION 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' KK provided ,for the performance ich this pand will mnce, as required by e Labor Cfor which this permit kers' 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 subjec to the workers' compensation laws of California, and agree that, if I should beco a subject to the workers' compensation provisions of Sectio 0 of ode, I shall forthwith comply with those provisions. , ate`: 0 -�- ) Appli n1Y WARNING: FAILURE TO SECURE WORKV COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER 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 ab o tion is correct. I agree to comply with all city and county ordinances and to laws r latin to building construction, and hereby authorize representatives of is city to a er upon the above-mentioned property for inspection purposes. / Date:���� Signature (Applicant or Agent ):gA: + FINANCIAL INFORMATION DESCRIPTION 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 for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 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: TOTALS:•• $108.77 $0.00 00 Description: SANTERRA / LEGACY HOMES BLOCK WALL 81 LF Type: WALL/FENCE Subtype: SPECIAL/ENGINEERED Status: APPROVED Applied: 10/1/2015 MFA DESIGN Approved: 10/1/2015 MFA Parcel No: 762500010 Site Address: 57823 BARRISTO CIR LA QUINTA,CA 92253 Subdivision: TR 32225 Block: Lot: 10 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $2,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: 81LF OF 6' GARDEN WALL ON PL AT SOUTH SIDE OF PROPERTY [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT MURRIETA APARTMENT INV 37 400 E RINCON STE 105 CORONA CA 0 CONTRACTOR M H P BUILDERS INC 3202 WEST MARCH LANE SUITE A STOCKTON CA 95219 MHURTADO@LEGACY HOMESUSA.COM OWNER MURRIETA APARTMENT INV 37 400 E RINCON STE 105 CORONA CA 0 Printed: Wednesday, October 21, 2015 2:34:10 PM 1 of 2 RMYSTEMS DESCRIPTION ACCOUNT QTY- AMOUNT PAID WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL /FENCE - FIRST -F -1 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $108.77 $0.00 PAID DATE I RECEIPT # I CHECK # I METHOD PAID BY CLTD BY ATTACHMENTS Printed: Wednesday, October 21, 2015 2:34:10 PM 2 of 2 Cp SYSTEMS LEGACY HOMES SANTERRA 'I 400 E. RINCON ST., SUITE 105 \ CORONA, CALIFORNIA 92879 LA QUI NTA, CALIFORNIA' T: 951,582.7004 F: 951.582.7003 0 TRACT: 32225 0 LH PLAN #: 3117 0 LOT #: 10 APN: 762-500-010 ® ELEV. STYLE: 'A' 0 DESCRIPTOR: PHASE 2 AI 0.17 1 9,/117 &F. 0 LOT SIZE: 9,602 S.F. * 6 LAY° F PQUINTA 0 PAD ELEV: 456.4 BUILDING & SAFETY DEPT. • F.F. ELEV: 457.07 p.e FOR COIF; I DATE_ 11 N00°11'45" W 90.00' I � N wl � �w owl : =I C�CoP 57-823 BARRISTOIRCLE W- WATER STUB S SEWER STUB EIGHT T STANDARD TRANSFORMER aT ABOVE GRND TRANSFORMER T4 UNDER GRND FjH FIRE HYDRANT SCALE: 1"=20' w S � ` N F. M*P �, � �4161 Bin # City of La Quinta 2"6 80ding SL Safety Division 78-495 Calie Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address- j S 3f�R�s{� Owner's Name: A laoi- j?LP A. P. Number: 9 - Address: a Legal Description: City, ST, Zip: �T Contractor: ��d.•� Telephone: D 9s/ (p zr ? rrc Address: l (%(� �) 0[i ve' S1` ., (,�/ / City, ST, Zip:&Y c Telephone: Q Project Des�cr-iption: e L /- State Lic. # Arch., Engr., Designer. Address: City., ST, Zip: Telephone: :..4Ye•�i��;<r„�:�s�;;�r',;;}u�: �,•. Construction Type: Occupancy: Project type (circle one): Ne Add'n Alter Repair Demo State Lic. #:: �Y{Ff¢.JNYf.'Fr ;yhr�.Cw\Yi}':• f r;xf?;; Name of Contact Person: Sq. Ft.: -T—# Stories: # Units: 7 Telephone # of Contact Person: Estimated Value of Project: ' APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready.for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans�picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2a° Review, ready for correctionslissue 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 correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees r 6'_(6-0 TO V-81 PROTO II --EXPOSURE C - TRENCH FOOTING DESIGN CRITERIA (PER 2013 CBC): CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. STEEL PLATE TO BEAR FULLY 3. SEE SHEET B AND SHEET C ON CENTER WEB OR END PRIOR TO START OF FACE SHELL- SIZE PER CONSTRUCTION. 11 SHEET C u U N Z w W J � O � z w a w N IO N Maaa oho N a cn w aIM S 40 THESE oil �1 No ,A WA HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BELOW POST TENSION (PT) ROD SEE SdEET B FOR ROD SPECS - CENTER IN WALL PROTO II FENCE WALL FINISHED GRADE #4 CONTINUOUS AT HOOK CONTINUOUS CONCRETE TRENCH FOOTING 2 1 MAX 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" 2'-7" 3" TO 5" 2'`-9" FENCE WALL SCHEDULE AT LEVEL SOIL H' MAX DESIGN WIND EXP MPH PT ROD SPACING 'D' MIN. JOB NUMBER C AT 100 6'-0 C AT 110 -- -- d/1�14 C AT 120 -- -- TRACKING # C AT 100 6'-0" 2'-2" 6'-8" C AT 110 -- -- TMH C AT 120 -- -- CITY OF LA QUINTA 5'-0" TO BUILDING & SAFETY DEPT. DAYLIGHT MIN. fesn` \ r� n /- � 6 V D PRO. O� II STANDARD FOR CON RUCTION LA INTA, CA =T� t i DATE _ _8 JOB NUMBER .y. 2C. SEALED ON 4-115-9155 d/1�14 TRACKING # DRAWN M, 0 SCOle 14-115-8964 TMH CARUSO : PROTO-II TM WALL SYSTEMS DATE ENGR TURLEY -� WWW PROT02.COM 08.19.2014 JAC 'SO � 41800 CASCADES COURT iEMECULA, CA 92591 ATTN: GARY OTTO PACKAGE SHEET Q INC. u^ fi_ £ I PHI (951) 694-3793 - goryollo@protoii.00m I MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS S� J W W W.GISO Z.COT "iv�.n �.�»? .�. Bim. AND B' TNIOf POST-TEN90NED YASdIRY WALLS •� IONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WTH WRITTEN SIGNATURE. i 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 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 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 a4 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 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 BOH 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. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. NO BOND BEAM BLOCK MAY BE USED AT PLATE/TENSION LOCATION. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION. 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. POST TENSION ROD SPACING TOLERANCE IS t8" BUT HE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAIN THE SAME. SEISMIC DESIGN CRITERIA: Ss=2.0 ST=0.749, SOIL CLASS= D(ASSUMED), RISK CATEGORY I. FOUNDATION GRA AND SIZE/DEP HPECTION PRIOR TO AND CLEANLINESS PLACEMENT OF OF FOUNDATION.ONCRETE INCLUPADO TONAL S EC�A6l NOS GTI ,�P���� UO�TA BY JURISDICTION. � BUILDING & SAFETY DEPT. 14. 15. 16. 17 0 ES !0 O P 0 SEALED ON w S4 5 m d ;o CARUSO 8 TURLEY JJ �'l RUCTVR �`r IbI. SCOTT ` gTFOF CA1�Fwww ccttsoz.com M APPROVED FOR CONSTRUCTIOI DATE _ b44_ SC01 PROTO-II TM WALL SYSTEMS WWW.PROT02.COM 41800 CASCADES COURT TEMECULA. CA 92591 ATTN: GARY OTTO PH# (951) 694-3793 - goryollo®proloiicam (MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS) 4-_ 6'_ AND 6' Mlbc POST-TEN90NEO MASONRY WALLS II STANDARD JTA, CA B NUMBER —i' -115-9155 TRACKING # DRAWN 14-115-8964 TMH . DATE ENGR 08.19.2014 JAC PACKAGE SHEET S1.1 B _l THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION DR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. TOP OF PROTO II WALL rl (3) (4) 0 I x SECTION (8) (7) 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 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 AFFIXEDNTH 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) 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%Yx6" (�) 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 11:1/4"x4"x6" STEEL PLATES TO BE PLACED AT THE EDGE OF THE CELL SO THAT THE PLATE BEARS FULLY ON THREE SIDES. 12. DO NOT USE BOND BEAM BLOCK AT BEARING PLATE LOCATIONS. 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 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 AFFIXEDNTH WRITTEN SIGNATURE.