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BWFE2016-0219LICENSED 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. C29, D06 License No.: 994261 Dat .1 Contractord�� i 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).: ( 11, 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.). (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 contractors) 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: 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. 4946` 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: STATE COMPENSATION INSURANCE FUND Policy Number: 9149629 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 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 COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CO`,DIf, INTEREST, AND ATTORNEY'S FEES. 1 APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. A Date: % O � � 16 Signature (Applicant or Agent): C& 78-495 CALLE TAMPICO 0 D VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 10/6/2016 Application Number: BWFE2016-0219 Owner: Property Address: 53707 FREMONT WAY S.L. TRUST APN: 767710011 1851 ALEXANDER BELL DR #410 Application Description: S.L. TRUST / 22LF OB 6' BLOCK WALL AT FRONT YARD (3)SECTIONS RESTON, VA 20191 Property Zoning: ci Application Valuation: $1,500.00 o z C7 cV =� r Applicant: Contractor: 5 FARWEST MASONRY LLC FARWEST MASONRY LLC P O BOX 2972 P O BOX 2972 Q U :5 INDIO, CA 92202 INDIO, CA 92202 C= (760)834-8109 Llc. No.: 994261 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. C29, D06 License No.: 994261 Dat .1 Contractord�� i 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).: ( 11, 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.). (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 contractors) 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: 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. 4946` 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: STATE COMPENSATION INSURANCE FUND Policy Number: 9149629 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 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 COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CO`,DIf, INTEREST, AND ATTORNEY'S FEES. 1 APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. A Date: % O � � 16 Signature (Applicant or Agent): Date: 10/6/2016 Application Number: BWFE2016-0219 Owner: Property Address: 53707 FREMONT WAY S.L. TRUST APN: 767710011 1851 ALEXANDER BELL DR #410 Application Description: S.L. TRUST/ 22LF OB 6' BLOCK WALL AT FRONT YARD (3)SECTIONS RESTON, VA 20191 Property Zoning: . Application Valuation: $1,500.00 Applicant: Contractor: FARWEST MASONRY LLC FARWEST MASONRY LLC P 0 BOX 2972 P 0 BOX 2972 INDIO, CA 92202 ' 4 INDIO, CA 92202 (760)834-8109 Llc. No.: 994261 ---------------------------------------------------------------------------------------- ----- Detail: 22LF OB 6' BLOCK WALL AT FRONT YARD (3)SECTIONS. [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. DESCRIPTION FINANCIAL il. ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $50.67 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $63.33 Total Paid for BLOCK WALL: $114.00 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Cit}/ Of La Quiilta Building 8t Safety Division P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # P,-WF7 201 ProjectAddress: 53 D r L� 0 n- e:. A P. Number. 9 S FAdd- te qnder gel Legal Desaaiption:y,,p: Contractor. FGA WS� aS r R. e 't V d 0 1 Telephone: ,�� • Address: Fo es at Project Description: City, ST, Zip: I n till 0 Cq a '.• 11 O • n `y a Telephone: I �3-1 1 '"' ` `�s '"� Lu*o State Lic. # : Lie. # Arch., Engr., Designer. Address: City., ST, Zip: Telephone: •'" State Lic. #:;� �;�yjph CV M Construction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Name of Contact Person: Telephone # of Contact Person: (o D O5 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Reed TRACMG PERMIT FEES Platt Sets Plan Check submitted Item Amount Structural Calls. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs. Called Contact Person Plan Check Balance- alance_Title Tide24 Calci. Pians picked up Construction Flood plain plan Pians resubmitted.. Mechanical Grading plan 2id Review, ready for rnrrec6onsfissne Electrical Subcontaetor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^' Review, ready for correetionsfissue Developer Impact Fee Planning Approval Called Contact Person A,I-P.P. Pub. Wks. Appr Date of permit issue School Fees Li= Total Permit Fees W-0' TO V-81 PROTO it - 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 HOOK START OF CONSTRUCTION. 6" STD. 6" CAP BLOCK PER SHEET C L STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL - SIZE PER SHEET C. NO COLD JOINTS PERMITTED BETWEEN DIP 3''-0" 1 AND SETTING PAD I t w HORIZONTAL JOINT N M y REINFORCING TOP 2 COURSES BELOW PLATE v AND AT 24" O.C. BELOW / (n VERTICAL FOOTING y i _ REINFORCING AT 6'-8" POST TENSION (PT) I CL FENCE, USE 1 #4 IN v ROD SEE SHEET 8 FOR CENTER OF DIP ROD SPECS - CENTER 16" MIN ! IN WALL i. ! ;----PROTO II FENCE WALL N OJ Li 0 (L z CL_ 0 � �oNQ- 0 Q a VI CL ¢W(n O ol SETBACK PER CHED FINISHED GRADE lo #4 CONTINUOUS AT HOOK z - 2 MAX i I CONT CONCRETE FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE JOCCURS, INSTALL DRAINAGE BLOCK AT SWALE AT GRADE. POST TENSION (PT) ROD SEE SHEET B 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 0 DIP FOOTING 12" TO 36" 2'-4" 6" TO 11" 6'-8 FOOTING BEYOND: 3" TO 5" LA OUIN. I I SETTING PAD - I I SEE SHEET D FENCE WALL SCHEDULE AT LEVEL SOIL I. I 'H' DESIGN WIND PT ROD DIP I i i I MAX EXP "PH.. �SRAEIN �1N `: i I C AT 1 D ; I 6' 2' :., NTA 5- 0 6'-0" C AT 1, 0 BU ILDING & SAFETY; EPT. 8 DAYL1 j MIN. C AT 1 0 r CONT. J LINE OF DIP C A7 1 06 0 9 ROTO II STANDARD 6'-8 FOOTING BEYOND: C AT 1 0 - - LA OUIN. A. CA O "ES... C AT 1 0. " O oti `tib SEALED u0A 14. NUMBER 14=115-9155 ON O S40 5 m. f1.0 SCOI2 TRACKING N 14-115-8964 DRAWN TMH w _ `r * * CARUSO mRsa a^�g PROTO-II Tu WALL SYSTEMS DATE ENGR ( ST pv �'T TURLEY '� � + PPOPW, WWW.PROT02.COM 41800 CASCADES COURT TEMECULA. CA 92591 08.19.2014 JAC PACKAGE SHEET • Q. SCOTT 1( q C �p Lsomw ATTN: GARY OTTO INC. PHM F `FpQL, �'. .. .. O CA ` WWW.L lB02.COT fi$ ««« L auoaoa (951) 694-3793 - goryollordproloii.com (MAY ONLY BE WSTALLEO BY APPROL'EO AND CERTIM INSTALLER$ �� at .... 4'. 6•. AMI S' THIOL POST-TENSWED MASONRY WALLS. •� IS AFFIXED VATH MITTEN SIGNATURE. THESE ORAINNGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTDUCRON OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL J GENERAL- STRUCTURAL NOTES I. 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. 1 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 f; 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 112" BUT THE NUMBER OF FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. PO$.,ENSLONJ200�PAGFN6 T� S t8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMA I >7NTA QL 18. SEISMIC DESIGN CRITERIA: Ss=2.0, SI=0.749 SOIL CLASS=D (ASSUMED) R A G Y I. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE% Wok(0V%6EELBiQ tUrv.TA�1E A. SIZE/DEPTH AND CLEANLINESS OF FOOANOATION. ADDITIONAL SPECIAL INSPECTION A REQUIREDBYr4URISOWtONr-' f �.! ��R C� �- U lRqTO II TANDARD LA Q.UINTA CA F SS 0` LDATEAw- Q �O N1 !.. JOB.. MBER. �y 0101 . SEALED ON - 9155 [[[ " S. 46 m 8/1 �14 DO C0�2 TRACKING N DRAWN 14-115-8964 TMH Lu .5 a CARUSO 2i $, PROTO-11 TM WALL SYSTEMS DATE ENGR T9 RUCTV ��P. I TURLEY 4ti SCOTT PpmB WyWyWW PROT02.COM 41500 CASCADES COURT TEMECULA, CA 92591 08,19.2014 JAC PACKAGE . lF INC. „� fi$4 OWL ATTN: GARY OTTO PHS (951) 694-3795 - SHEET FpQ� - OF CAL�,.� www.ctsoz.com FL" goryollo0protoii.com (MAY ONLY BE INSTALLED BY APPROVED AND CERTMEO INSTALLERS) �� (� 4. B�, AND B' MICR POST-TL49ONED 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, f 1 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 6,000 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 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 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. 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 OTI) WHEN PROPER TORQUE OF NUT HAS BEEN ACHIEVED. B. AS ALTERNATE TO VISUAL INSPECTION OF TABS, INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY USE OF A CALIBRATED TORQUE WRENCH. TORQUE NUTS TO 55 FT -LBS. OTI STILL MUST BE PLACED ON ROD IF USING TORQUE WRENCH METHOD. SEE GENERAL NOTE ON SHEET B. C. SPECIAL DEPUTY INSPECTOR WILL PERFORM A VISUAL INSPECTION WHEN USING THE OTI METHOD TO CONFIRM THE DTI IS COLLAPSED 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 .COtAFLE7FARE WINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. 0 w d. sT THESE ORA 1 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 6,000 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 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 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. 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 OTI) WHEN PROPER TORQUE OF NUT HAS BEEN ACHIEVED. B. AS ALTERNATE TO VISUAL INSPECTION OF TABS, INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY USE OF A CALIBRATED TORQUE WRENCH. TORQUE NUTS TO 55 FT -LBS. OTI STILL MUST BE PLACED ON ROD IF USING TORQUE WRENCH METHOD. SEE GENERAL NOTE ON SHEET B. C. SPECIAL DEPUTY INSPECTOR WILL PERFORM A VISUAL INSPECTION WHEN USING THE OTI METHOD TO CONFIRM THE DTI IS COLLAPSED 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 .COtAFLE7FARE WINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. :FOOTING ELEVATION AT. -POST TENSION ROD. I. _ ..... _ V�-PN'CREJE SETTING PAD THICKENED FOOTING TO PROVIDED . 3" MIN. COVER AS REOUIRED AROUND ANCHOR BOLT AND NUT (PT) DIA. POST TENSION R005 (PT) SEE SHEET B CENTER IN ELEVATION wnu f 7/16" DIA. POST TENSION RODS: (PT) SEE SHEET B CENTER IN WALL . 1 , a' z THICKENED FOOTING TO PROVIDE'.7\ < 3•• MIN. COVER AS REOUIREO t4 8i AROUND ANCHOR BOLT AND NUT "Ir SECTION Y'. CITY QF LA QUINTA p BUILDING & SAFETY DEPT. ` P 0 REQ . I STAN ..RD" 1 ' C I QUO E ' FOR:COI S- #�� A pTKa r(� (� JOB NUMBE M SEALED ON DATE .l l'� R 1�J�T 5. y z 8/1 014 TRACKING ri DRAWN i w S405' m . RO S.C' 14-115-8964 TMH ' Or`:Drs�� DATE ENGR CARUSO WW.RII „r WALL SYSTEMS v * TURLEY 8 ��ay WWW•PROT02.COM 08.19.2014 JAC , SCOTT �' 9@@@@@ 41600 CASCADES COURT TEMECULA, CA 92591 PACKAGE SHEET' i y a 13Pt,0305 ATTN: GARY OTTO D n %FDF / 1�F�� INC. �$ PHS (951) 694-3793 — goryotto@protoii,com C„` MWw,ctsoz.com (NAY LhlY BE INSTALLED BY APPROVED AND CERMEO WSIALLERS) S1.2 t'.. 6. AND e' TNICK POST-TENSONEO DASONRY WALLS ..... THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RFCOROINf, UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED 1iL2iT WRITTEN SIGNATURE. u.. » c ' GE. T L WALLS AND ENTIRE CEILING IN GARAGE. INSTALL SI8 TYPE X DRYWALL A ALL „i t flLOINC & bAl-t I Y vf-r APPROVED tOR CONSTRUCTION All design ideas and information represented.on these drawing planstsketches were created for the use in connection with the specified project and are..the exclusive copyright and the property of THE SCHMANDT GROUP, INC. Gregg J. Schmandt These plans are not to Iiecxe aced changed or eo�ied ffor My_purndse whatsoever without the written permission o-= SCHMANDT GROUP INC Greg J Schmandt. I. CONSTRUCTION SET 12/30/14 Revisions: Drawn Bye GJS �s .a S a u.. » c ' GE. T L WALLS AND ENTIRE CEILING IN GARAGE. INSTALL SI8 TYPE X DRYWALL A ALL „i t flLOINC & bAl-t I Y vf-r APPROVED tOR CONSTRUCTION All design ideas and information represented.on these drawing planstsketches were created for the use in connection with the specified project and are..the exclusive copyright and the property of THE SCHMANDT GROUP, INC. Gregg J. Schmandt These plans are not to Iiecxe aced changed or eo�ied ffor My_purndse whatsoever without the written permission o-= SCHMANDT GROUP INC Greg J Schmandt. I. CONSTRUCTION SET 12/30/14 Revisions: Drawn Bye GJS �s .a