Loading...
BWFE2016-0070LICENSED 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 License No.: 915336 Date: lY / Contra OWNER-BUILDE/DRATION I hereby affirm under penalty of perjury thaempt from the Contractor's State License Law for the following reason (Sec. 7usiness and Professions Code: Any city or county that requires a permit to coner, 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: (480)624-5200 Llc. No.: 915336 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 rovided for by Section 3700 of the Labor Code, for the performance o wo for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Secno&00 of the Labor Code, for the performance of the work for which this permit . is issue My workers' compensation insurance carrier and policy number are: Carrier: _ Polity Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I sh uId become subject to the workers' compe sation provisions of Section 3700 of he Labor Code, I shall forthwith comply with t/(Ke ovisions. Date: `' ` / Applican . WARNI G: F LURE TO SECURE WORKERS' ENS ION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI NAL ALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($1 ,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDE 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 above infor ` ion is correct. I agree to comply with all city and county ordinances and state laws ting to building construction, and hereby authorize representatives of this city to r upon the above -me t' need operty for inspection purp Date: " Signature (Applic �: 1 I II'lll VIII II'I IIII 4L atUH�w 6 VOICE (760) 777-7125 78-495 CALLE TAMPICO � FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 3/16/2016 Application Number: BWFE2016-0070 Owner: Property Address: 81396 PEARY PL EAST OF MADISON APN: 767680027 P 0 BOX 1482 0 �--e Application Description: BREMNER / BLOCK WALLS LA QUINTA, CA 0 ` �- Property Zoning: r, I Application Valuation: $30,000.00 0 Applicant: Contractor: r�.c DISCOVERY BUILDERS CALIFORNIA INC DBA DB DISCOVERY BUILDERS CALIFORNIA INC:DBA DBv 14605 N'73RD STREET 14605 N 73RD STREET o SCOTTSDALE, AZ 85260 SCOTTSDALE, AZ 85260 It.9T-� 1 rn 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 License No.: 915336 Date: lY / Contra OWNER-BUILDE/DRATION I hereby affirm under penalty of perjury thaempt from the Contractor's State License Law for the following reason (Sec. 7usiness and Professions Code: Any city or county that requires a permit to coner, 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: (480)624-5200 Llc. No.: 915336 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 rovided for by Section 3700 of the Labor Code, for the performance o wo for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Secno&00 of the Labor Code, for the performance of the work for which this permit . is issue My workers' compensation insurance carrier and policy number are: Carrier: _ Polity Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I sh uId become subject to the workers' compe sation provisions of Section 3700 of he Labor Code, I shall forthwith comply with t/(Ke ovisions. Date: `' ` / Applican . WARNI G: F LURE TO SECURE WORKERS' ENS ION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI NAL ALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($1 ,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDE 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 above infor ` ion is correct. I agree to comply with all city and county ordinances and state laws ting to building construction, and hereby authorize representatives of this city to r upon the above -me t' need operty for inspection purp Date: " Signature (Applic FINANCIAL INFORMATION DESCRIPTION - ACCOUNT . QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE. WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $72.50 $0.00 PAID BY METHOD RECEIPT # ' CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT' QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL: TOTALS:•• $181.27 $0.00 Description: BREMNER / BLOCK WALLS Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 3/16/2016 SKH APPROVED Approved: Parcel No: 767680027 Site Address: 81396 PEARY PL LA QUINTA,CA 92553 Subdivision: TR 33076-1 Block: Lot: 6S Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $30,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 SCOTTSDALE Details: 212LF OF 6' GAREN WALL AND 10OLF OF 5' GARDEN WALL - 11 RUNS PER APPROVED PLAN [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 NAME TYPE NAME ADDRESSI CONTACTS CITY STATE ZIP PHONE' . FAX EMAIL . APPLICANT• DISCOVERY BUILDERS CALIFORNIA INC DBA DB 14605 N 73RD STREET SCOTTSDALE AZ 85260 SBIRDWELL@DISCOVE RYLANDCO.COM CONTRACTOR DISCOVERY BUILDERS CALIFORNIA INC DBA DB 14605 N 73RD STREET SCOTTSDALE AZ 85260 SBIRDWELL@DISCOVE RYLANDCO.COM OWNER EAST OF MADISON P 0 BOX 1482 LA QUINTA CA 0 7-1 Printed: Wednesday, March 16, 2016 2:02:27 PM 1 of 2 Cr SYSTEMS J DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $2.00 $0.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $72.50 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $181.27 $0.00 TOTALS:00 INSPECTIONS Printed: Wednesday, March 16, 2016 2:02:27 PM 2 of 2 _ rl?SYS7EMS 6" t6-0 TO W-80) PROTO II - EXPOSURE C - TRENCH FOOTING DESIGN CRITERIA (PER 2013 CBC): CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2, ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. STEEL PLATE TO BEAR FULLY 3. SEE SHEET B AND SHEET C ON CENTER WEB OR END PRIOR TO START OF FACE SHELL- SIZE PER CONSTRUCTION. �I SHEET C it w 0 w U to Ck: w CL. x a U � � Z N W ~moo a. LJ N N oaQCL_ oh o N. a 1 w Q� ii HORIZONTAL JOINT REINFORCING TOP 2 COURSES o. BELOW PLATE AND AT 24" lvo O.C. BELOW POST TENSION (PT) ROD SEE SHEET B FOR ROD SPECS - CENTER IN WALL i---PROTO II FENCE WALL i� SETBACK II PER SCHEO FINISHED GRADE II: / CONTINUOUS AT HOOK II 2 MAX �--CONTINUOUS CONCRETE TRENCH FOOTING 5'-0" TO 'DAYLIGHT MIN FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE BLOCK.AT SWALE AT GRADE. TRENCH DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH 'D' TRENCH FOOTING 12" TO 36" 2`-2" 6" TO 11" 8 19 14 3" TO 5" SCQIe FENCE WALL SCHEDULE AT LEVEL SOIL H' MAX DESIGN WIND EXP. MPH PT ROD SPACING ... V MIN. 8 19 14 C AT 100_ SCQIe TRACKING # DRAWN 6'-0" C AT 110 -- -- 14-115-8964 TMH C AT 120 - -- 6'-8" C AT 100 W-0 2'-2" C AT 110 - 08.19.2014 JAC CAT120 -- - clTY of tom, QUINTA BUILDING & SAFETY DEPT. �`� P P `✓ �% E D PRO D. II STANDARD FOR CON RUCTION LA INTA, CA ,h tt a P S SEALED ON DATE B JOB NUMBER 4-115-9155 Zll- 8 19 14 SCQIe TRACKING # DRAWN S 40, 5 14-115-8964 TMH Tm CARUSO PROTO-II TN wall SYSTEMS DATE ENGR y * �� Sr TURLEY 8 ���.� WWW PROT02.COM 08.19.2014 JAC RPS �.4UCTV�P, SCOTT C + r @@��@ 41800 CASCADES COURT TEMECULA. CA 92591 ATTN: GARY OTTO PACKAGE SHEET % F OF CA` ••^ ����� fi$ <. l PHB (951) 694-3793 - goryolloWroloiitom T MAY ONLY BE IMSTALLEO 6Y APPROKD AND CERWED INSTALLERS S1.1 i www.ctsaz.com W WW.0 ISO Z.COT 0. .� 4% 6% AND 6' MCK POS T-1ENSIONEO MASONRY WALLS THESE ORAIWNCS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION DR 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 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-II LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE 7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A641 (FY = 60000 PSI) AND HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION ROD = .1503 SQUARE INCHES. BEARING PLATES ARE 1/4" THICK (Fy=50 KSI) SEE SHEET C FOR DIMENSIONS. 1/2" COUPLERS PER ASTM A563 GRADE A, AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED IS DEFINED AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE 60. DIRECT TENSION INDICATOR (OTl - 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 ROOS, 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. i 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 01'1 "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 STILI 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 i THE SAME. J 18.. SEISMIC DESIGN CRITERIA: Ss=2.0 Si=0.749, SOIL CLASS=O(ASSUMED), RISK CATEGORY I. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLU S C O AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL .Sf W&A INS TI4&of U ENTA BY JURISDICTION. BUILDING & SAFE/TY DEPT. P 1 DG RO V ED PROTO II STANDARD FOR CON11 Iscole CTIO .A OU TA, CA e°ES/t) DATE B NUMBER _ 0- SEALED ON -11S-91SS ` 8/l�14 TRACKING N DRAWN w S 4 5 m 14-115-8964 TMH tt ara,�os PROTO-II TIM WALL SYSTEMS DATE ENGR CARUSO g'„� WWW.PROT02.COM 08.19,ZO14 JAC TURLEY rRtuicl P,�`� NC SCOTT @���� 41800 CASCADES COURT 1EMECULA, CA 92591 PACKAGE 'SHEET ' u^���� ATTN: GARY OTTO rF �F� _ fi$ dad PH# (951) 694-3793 - goryollo0prot6com S1 OF CA 4 www.ctsoz.com g Nv NNNN (MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS) J v >j»» 4*- 6% AND Ir THICK POSE -TENSIONED MASONRY WALLS THESE DRAWNGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION DR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAQ IS AFFIXED WITH WRITTEN SIGNATURE. TOP OF PROTO II WALL 1 x ; SECTION NOTES: A. PROTO II OTI 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 PARTIES. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S.SEAL IS AFFIXED1y�jTT WRITTEN SIGNATURE. KEY NOTES: 1, 2. POST TENSION ROD. NUT. 3. 4. DIRECT TENSION INDICATOR (OTI). 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 PROTO-II (5) PLATE AND ROD. 9. CONTINUOUS HORIZONTAL JOINT REINFORCING. 10. CENTER WEB OR END FACE SHELL BELOW. (3) PLAN MEW 11. STEEL PLATE SIZES: (4) 0 A. 4" PROTO II: 1/4%3"W' B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6" (2) 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 (6 . PLATE LOCATIONS. 1 x ; SECTION NOTES: A. PROTO II OTI 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 PARTIES. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S.SEAL IS AFFIXED1y�jTT WRITTEN SIGNATURE. ",kp MIMIC WN 41 JN.° a.: ';'x•o o° o.' o.' a:;• o:' :?I:,II.o o.' o.'u•ANIM o o,,:,:,,��,''+0•a�,>>♦,���y,ii.�41,�,►i''V♦�.�♦� .: ' •— 21 Ig ',0, T►i-00 OOy i,F.."�� ,��,t '.. ,. . © © �� ��� "�"'�'..a �� ,�,. � <.�;� � o • � + I i I .,N: , . Imp. © 0 t�A,�,iyVO �� 0♦� ��i o •. ' •Ie. .x ;.i•I : { : > ©i I I i l t � o :1 i � • � �I ! �,�, ,,,, ��� lid ® I _ © ♦,♦�, ev'a'Ii�SHp'��Oy {I I h4y ' + I hi Ii h ii iiii ° dli,{`,; ��!!! R_., .1, i �� �� �» _ _ _ ` �� s�►� ♦�� i is ♦ I I +li I +I ► I . I,hll!I hh I I{�{ihi{'19-. � � � © � � �.��� �� �0� ��:, I I I I ' ! +Ili I. eihh I o ::r,:> I t i I I Ih ia4hl' I ' hl V�I © '' ' ' ' ° I ' , I � y y♦r► ♦J y y � '. , !!�}.!!,� { .�I. lil I +�� . �I i I i � I I I I' . I I�, I ,., :> . !I • ... o �.::,.... . � �+ I I hi I IE,- III I�I II14 li �� �.:,,• .I I■ I • - ,��. i��'�'+i♦♦;� t ::: :.I +i� • ,,i°, i�l ii+ihl{ Ii �I�i�i I + I III - _� ; :,:.:: � , I + rrrl � • �'i I"i i " - " i!I r I i � �.' � © � Yil4 ' + : i h� '�\ I �,.�m � ' 'sii��'��1.s�ie���,�i♦� Q '� �,'" ;I. �e�e"-'♦+�+i♦'+�+►si♦o��♦vies ei � � ♦e eek ' •' � �' IN NO FIN MAI ll N .�i D" 7• •e . ♦Immill,e X.♦ .Q�[iTi I ©►fie♦; ,e,�ye11I RAI o.". ,x;111 �"���® ��� ��U� o ±� � 1��Y}t !.r o ., Ll�.,��`� �� •rte � +�ff� � Q`' f ri'��'+�'ryV9� ��4 ,� : " ° i • �L; Onto. ,,= i• *,�`�'i�''r , � �� ��.t • •, "�ti��n.•_ � ' ��• ��s_ ,I� �; °y. 0 �;:� " � ' -��_ tiu,�� j0.�0p3�,, ,e 0, ,, .�� ., i•i �' �. }c . ! j i�'�.'ai .. r �j u!*7�i',�is'.i2 j�rt 9Hi4y�1.� ?�� $i l�;�f '�� i ,y IO,a..1 _ oar 7'����o ee , ©y�y � ' ����,� ��`�i • " 'i. .u' • . �� ���i` �i-r'"�l.:s.� "i■ rift , �{i,3�, �r=��'�lj.'�tii••!>1.:. ? t},y �ii ��11i.T.�3r�bi■ iJ' -' 8;n��•� - i■� '? � �•'♦ �+���e�� e Q I ,,• „YC �� �!i !� • lF 3i��,,'f aSMS • ..islirtgiilt�� ©Se ��'�♦.A'i ��■! I,t,, ►. ��-,,�. © � A�• �rr' ! • mild ��3i!' i■> i ,! Sy'. �■. „yr{ , ., if�,,,j•;ji�.'�a:R�! !+ 1��,1 f` '_��;F•�t`�r!L �� � s3 � . '` j 1 Ia {S s. d' ■ ,! 4 i a„ !s D � — v� __ ``'i ♦��0 e o � K'�•� iii � y■ re • �\��,,Q CyiyA�.j. ��}�}�-iY yr �'4 �, �Si�rs�;� yj�riii t ��� �. � � }V // ��� _ O '��.�hrap`�,1��n; Ej E•Qi• ?��ii. flili�•�y,, j `sii�TliLi� y !:�i:�F;• �7: �j ih!!�I L}:ri7� {u�s„? - tI�� i �'l' �y\ , �A,�l'•7i79 ii �' �.yi i~��'� *' \� �'�ti. :• m.f .l:ti t. '� r f �,,� "���b r►?�i��►�� o itii�� f� �,� ,� iii 1 1•I,}Ji� 1 v���; O t� •. e+�i Irl�Ilninl�IR m � , • ��. � !L �z4u�S� 1� � � O,• .% ��rRr'aN10�1 � �i ■�–� ��`�/l�..���t� ,ii*h`! VI ° t � aJ � `� �� 4r� �` a��'��"-p•'�� • E , . "u` .,�A . Qui. REN9ED GRADES S s pp0EESS1 DESIGN: DRAB: ESEANDIAR 9IN0NDDEH "'R'6 °�'''" —ESSI �,, ■ r PRECISE GRADING PLAN ES5 E99i 1]8,7 �I.0 rm� CHECK: DATE: a1 RCE ND. BY: ENGINEERING 'V•Im-rmmc MADISON CLUB LOT 65A APPRovED BY: RwI.N-rn.N •Yc xov_u now wnors below. —�� TRACT 33076-1, M.B. 388/57-79 Call b©ford you dig. �T�? CIM�T PORTION OF SECT70N 10. T.89.. R.M. SBRhY DWG No. PG144001 REFERENCES RCE N0. W'TE. a -'` CITY OF LA QUINTA C-2 Iain # City of La Quin to Building 81: Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application -and Tracking Sheet Permit # Project Address:16 Owner's Name: T A. P. Number: — 6 O _�� �. Address: Legal Description: City, ST, Zip: n tr Coact or: S o� 4 c.. G &YS CA Telephone: Address:go 5 S .A S L Project Description: � I btjc_ 1� City, ST, Zip: v �`1. CA LLS-3i t bo �,�- o�- c, t 1 t T e h n F el o e. P Z % J 1 r �• 1' S- L 0 t Z F to Q State Lic. # : -1( 33 �ij City Lie. #:. IL V0� D Arch., Engr., Designer: J`�' Address: Z� tD� V tJ�v��� i� .�R— 8 City, ST, Zip: lrn &A / Telephone: 3 � . Y: ..... .. ....... .......... ancY n TYPe:YOccupancy: Constructiontructi •4 'v State Lie. ne)Ne Add'n Alter Ra air Demo Name of Contact Person: 2e a„.„ R,��„\ �3(,iq Sq. Ft.: 3 {, (o # Stories: # Units: Telephone # of Contact Person: 6 O 313 2,11 Estimated Value of Project: 2pa mo APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. 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 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. Ii.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees