Loading...
BWFE2016-0048- Contractor: o ' 4 4v 78-495 CALLE TAMPICO 27271 LAS RAMBLAS SUITE #1`c LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT MISSION VIEJO, CA 92691 r�rc'a BUILDING PERMIT Application Number: BWFE2016-0048 Owner: Property Address: 55142 SUMMER LYNN CT MONTERRA PROP APN: 767860033 55075 MONROE ST Application Description: MONTERRA / 32742 / BLOCK WALL LA QUINTA, CA 0 Property Zoning: Application Valuation: $11,850.00 Applicant: WOODBRIDGE PACIFIC GROUP LLC 27271 LAS RAMBLAS SUITE #100 MISSION VIEJO, CA 92691 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.: 963887 Date 2 Al Contractor: OWNER -BUILDER DECLARATIO 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).: (� 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 contractors) 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 work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: 46 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/25/2016 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 work for which this permit is issued. ave and will maintain workers' compensation insurance, as required by Section 0 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: _ 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 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. , . n 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 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 upon the above-mentioned property for inspection purposes. , I A Date: &- /b Signature (Applicant or Agent): Contractor: o ' WOODBRIDGE PACIFIC GROUPL'; 27271 LAS RAMBLAS SUITE #1`c MISSION VIEJO, CA 92691 r�rc'a O rn (949)348-8162 i LIc. No.: 963887 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 work for which this permit is issued. ave and will maintain workers' compensation insurance, as required by Section 0 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: _ 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 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. , . n 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 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 upon the above-mentioned property for inspection purposes. , I A Date: &- /b Signature (Applicant or Agent): DESCRIPTION, FINANCIAL • ACCOUNT 1, 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 - EA ADDITIONAL SO LF 101-0000-42404 0 $29.00 $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 TOTALS:•0 WALL: $137.77 $0.00 Permit Details PERMIT NUMBER _ City of LapQuinta . BWFE2016:-Q0.ffi Description: MONTERRA / 32742 / BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 2/23/2016 SKH APPROVED Approved: Parcel No: 767860033 Site Address: 55142 SUMMER LYNN CT LA QUINTA,CA 92253 Subdivision: TR 32742 Block: Lot: 33 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $11,850.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: 200LF OF 5'/6' GARDEN WALL AT SOUTH AND WEST PROPERTY LINES [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE. CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT WOODBRIDGE PACIFIC GROUP LLC 27271 LAS RAMBLAS SUITE #100 MISSION VIEJO CA 92691 SZABALA@WOODBRID GEPACIFIC.COM CONTRACTOR WOODBRIDGE PACIFIC GROUP LLC 27271 LAS RAMBLAS SUITE #100 MISSION VIEJO 1 CA 1 92691 1 1 1GEPACIFIC.COM SZABALA@WOODBRID OWNER MONTERRA PROP 55075 MONROE ST I LA QUINTA CA 0 Printed: Thursday, February 25, 2016 2:13:41 PM 1 of 2 SYSTEMS I - z�kPermit D OM i I PERMIT UNNUK NE 0 Ualminta ZEE291-61 048 Printed: Thursday, February 25, 2016 2:13:41 PM 2 of 2 O&W.'YSTEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAD I DATE RECEIPT CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $29.00 $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: $137.77 $0.00 'q�i7 IMN r�5 AZ4! --Z 2 2", Printed: Thursday, February 25, 2016 2:13:41 PM 2 of 2 O&W.'YSTEMS SCALE: I"=30' 0 1. 0 0 LOT 27 -i i PLAN 3 -137 SUMMERLYNN COURT P555,1T y .. ..... s s s s s CITY OF LA UINTA BUILDING & SAF DEPT. ........... I F APPRO ED FOUR SEASONS PLACE FOR C NSTRUCTION DATE A k `L BY LEGEND NOTE: SOME ITEMS MAY NOT BE APPLICABLE FOR THE LOT SHOWN HEREON. ® ELECTRIC -MANHOLE FENCE -- a AREA DRAIN & DRAIN LINE 0 ELECTRIC -TRANSFORMER — BLOCK WALL = SWALES ® ELECTRIC-PULLBOX RETAINING WALL ■ BUBBLER BOX ® TELEPHONE -PEDESTAL ® PILASTER CURB & GUTTER ' POWER, TELCO, CATV & GAS O FLATWORK CATCH BASIN METER LOCATION PROPERTY LINE 4 STREET/STOP SIGN 0 o AIR CONDITIONING UNITS ---- RIGHT-OF-WAY O H.O.A. MAINTAINED LANDSCAPE PUBLIC UTILITY EASEMENT STREET CENTERLINE pg POOL EQUIPMENT 49—S— SEWER MAIN & MANHOLE —W— WATER MAIN �--- SEWER CONNECTION WATER SERVICE METER POOL/SPA SLOPE F(DA FIRE HYDRANT W 27271 Las Ramblas MONTERRA LOT EXHIBIT LOT 27 � Suite 100 Mission Viejo ^^r'J TRACT 32742 WOIFIC GROUP California 8-816 V PGA WEST 55-137 SUMMERLYNN COURT [HAVE ACIFIC GROUP Tel: 949-348-8162 v 1 LA QUINTA, CALIFORNIA OODBRIDGE PACIFIC GROUP RESERVES THE RIGHT TO MAKE MODIFICATIONS AND CHANGES TO ITEMS INCLUDING BUT NOT LIMITED TO LOT GRADING AND RAINAGE, LOT LINES, FENCE LOCATIONS, PAD ELEVATIONS, TOP AND TOES OF SLOPES, RETAINING WALLS, UTILITIES LOCATION, MAILBOXES, DRIVEWAYS, DEWALKS AND SETBACKS. ALL UTILITIES, SIGNS, FENCES AND DIMENSIONS ARE SHOWN AS APPROXIMATE. LOCATIONS AND DIMENSIONS MAY VARY EPENDING UPON CONSTRUCTION CONDITIONS. THIS LOT EXHIBIT WILL NOT BE UPDATED TO REFLECT ANY MODIFICATION, CHANGES OR REVISIONS THAT BEEN MADE AS A PART OF THE CONSTRUCTION OF THIS LOT. BUYER IS EXPRESSLY ADVISED NOT TO ALTER THE DRAINAGE OF THE LOT. Bin # City of La Quinta Building 8t Safety Divislon Permit # P.O. Box 1504,18-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 �u)'?,vllo�i76A, Building Permit Application and Tracking Sheet Project Address: VWI / tl ' CT Owner's Name: A. P. Number: TRACKING Address: --�• Legal Description: /!P -;397� - � / City, ST, Zip: Contractor: s Pian Check submitted Te! hone: s rr eP Address: Amount Project Description: City, ST, Zip: % G� Telephone: •-`�• ' Plan Check Deposit State Lie. # : City Lic. #; Truss Cities. Arch., Engr., Designer: _ Address: Plan Check Balance. City,, ST, Zip: Title 24 Coics. Telephone: State Lie. #: • '. ' ', <:•���--•.' ;��. •<. � Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. FL: # Stories: # Units: Telephone #,of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Pian Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Cities. Called Contact Person Plan Check Balance. Title 24 Coics. Plans picked up Construction ' Flood plain pian Pians resubmitted Mechanical Grading plan 2" Review, ready for correctionsfissue Electrical Subcontactor Llst Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`d Review, ready for correctlons/issue Developer Impact Fee -Planning Approyal _ Called Contatt Eerson .I.Y g. Pub. Wks. Appr Date of permit issue Schodi Fees Total Permit Fees �G .L ■I�FIj; 7,I�;r f: 1 MEN _ U U 5 0 � ''lrs � .. •. ��." a ;". fii�ro o :'i' �r i .:v •� ,. 1"� .r� � � ,�1\�to�'a,IRJra•��7: i.�irZ��a1VLtfii�ilr. �ra.�,�cca��gy:' rr� ": � - I� o; "`�ln }�► 'y. -fl. �ti�'���tvi� �. a1 o n .. 1 � u 1 ` • I !11 y �C • � : : : - : �.��� �IA� —��i��. nAn;�.a� :'ii _.�Ei;l¢1si�7aluiD�wli�\f IQ. n' r �,^� a , a 6,16-07 TO V-81 PROTO II - 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 6" STD. HOOK START Of CONSTRUCTION. J 6' .-CAP BLOCK PER I SHEET C STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL - SIZE PER SHEET C. w 0 w U N cy w CL. x a aN Li w 0 z Ln CL w �0 oCL � i aw L^xo Q CL.F--- Lu 0 4 I .I I I I CONT,)/j NO COLD JOINTS PERMITTED BETWEEN DIP z AND SETTING PAD 1 -HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BELOW VERTICAL FOOTING \ POST TENSION pT REINFORCING AT -8" �. ) FENCE, USE 1 #4 IN \V/ ROD SEE SHEET 6 FOR CENTER OF DIP 16" MIN ROD SPECS - CENTER IN WALL —PROTO II FENCE WALL i 2:1 SLOPE FOR SIDEYARD RETURN WALLS MIN. DEPTH (T— DIP FOOTING 12" TO 36" WHERE DRAINAGE SWALE TBA:CK C AT I V20 OCCURS, INSTALL DRAINAGE PER CHED:.: . j— FINISHED GRADE BLOCK AT SWALE AT GRADE. #4 CONTINUOUS AT HOOK z �m 2 1 MAX CONT. CONCRETE SETTING PAD - SEE SHEET D 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 TO TOP OF SLOPE MIN. DEPTH (T— DIP FOOTING 12" TO 36" 2'-4" 6" TO 11" C AT I V20 3" TO .5" FENCE WALL SCHEDULE AT LEVEL SOIL 'H' DESIGN WIND PT ROD DIP MAX EXP MRH-- SP•AGING--SPAe CAT1'. I 6' ( 0" CAT 1 0 P-}{' 9 SAFE 5'-0"• TO — BUIL—Dl a DAYLC HT MIN. C AT I V20 A DRF C AT 100 0" LINE OF DIP 6'-8° C AT 1.0 -- - FOOTING BEYOND. -C AT 1 0 NTA 7EPT. RROITO.IIIISTANDARD LA O.UIN , CA / .Qw KT .i i -e ti-JgQl NUMBER Dy. SEALED ON 14=.115-9155 TRACKING A DRAWN O S 40 5 m. / / f1Q SCOIC 14-115-8964 TMH w . PROTO-II TM WALL SYSTEMS DATE ENGR T URLEY Rane � WWW.PROT02.COM 08.19.2014 JAC ;* S v *• , EY SCOTT @@@@@@ 41800 CASCADES COURT TEMECULA, CA 92591 PACKAGE SHEET M^ HMO ATTN: GARY OTTO 9r ��. INC. fi <oda PHI (951) 694-3793 - goryottoOprotoii.com �� FOF CAL+F www,ctsaz.com y (MAY ONLY SE INSTALLED 6Y APPROVED AND CERTIFIED INSTALLERS) /'. 6�. AND 6' TNICN POST -TENSIONED MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSOEREO PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXEO WTH 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. 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-II 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 (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 ENO 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-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-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 ±12" BUT THE NUMBER OF FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. PO.ENS.LQN-ROD-SPAG-NG--TOrf-RANet-IS t8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAI 11F16 §AVE� QUINTA 18. SEISMIC DESIGN CRITERIA: Ss=2.0, S1=0.749 SOIL CLASS=D (ASSUMED) RISK!! A G RY I. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE f[QQflN(Vi fftELai00Ar0MA WAARTA SIZE/DEPTH AND CLEANLINESS OF FO NOATION. ADDITIONAL SPECIAL INSPECTION A REQUIREpz+6tT#PN8YrJVRID FO�R CO 1 RUC INTO II , TANDARD LA QUINTA CA F SS 0. Q �O PT K O I (LL— DATE _L JOB 4JMBER C)) 0 �Z SEALED ON '9155 G) m 8�19�>4 110 TRACKING N DRAWN w S 40 5 Ca�2 14-115-8964 TMH rn A * za.o� � � ��� PROTO•II TY WALL SYSTEMS DATE 08.19.2014 ENCR sr , �P� RUCTo T�RLEY TURLEY ��e�-� mgo WWW,PROT02.COM 41600 CASCADES COURT TEMECUTA, CA 92591 JAC PACKAGE SHEET j �R SCOTT ATTN: GARY OTTO INC.`a`oo PHp (951) 694-3793 - gTFO F (,At ��pQ�. � � goryolloogroloiicom (MAY ONLY BE wsEALLED BY APPROVED AND CERnFIEO INSTALLERS) S1.2 6 www.ctsoz.com 4% 6% AND 8' THICK POST-TENSIONEO MASONRY WALLS IS AFFIXED1�{) WRITTEN SIGNATURE. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL I a TOP. OF PROTO II WALL \0 *-,/-, PROTO-II PLAN VIEW (8) (7) KEY NOTES: A. PROTO II DTI TO BE USED AT EACH TENSION ROD. TABS FOR DTI SHOULD FACE UP AGAINST BOTTOM OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES BETWEEN BOTTOM OF NUT AND DTI) WHEN PROPER TORQUE OF NUT HAS BEEN ACHIEVED. B. AS ALTERNATE TO VISUAL INSPECTION OF TABS, INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY USE OF A CALIBRATED TORQUE WRENCH. TORQUE NUTS TO 55 FT -LBS. 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 LICHT 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-REP..OR-l;-40-t13TED--j. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED n WRITTEN SIGNATURE. 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 II:1/4"x3"x6" B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6" (2 ) C. 6" PROTO 11: 1 /4"x4 1/2%6" 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. 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 LICHT 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-REP..OR-l;-40-t13TED--j. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED n WRITTEN SIGNATURE. -TOOTING ELEVATION AT POST TENSION ROD PROTO I I I FENCE WALL- .\: JI., 2_ CONCRETE SETTING PAD THICKENED FOOTING TO PROVIDE - 3" MIN. COVER AS REQUIRED 7/16" DIA. POST TENSION RODS AROUND ANCHOR BOLT AND NUT (PT) ELEVATION WALL SEE SHEET 5 CENTER IN 7/16" DIA. POST TENSION RODS, . (PT) SEE SHEET B CENTER IN WALL II - v �. z THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT AND NUT W. SECTl0N CITY QF LA QUINTA BUILDING & SAFETY DEPT. AppOVWj STAN R0.` FOR .00%,SIRM 0i CA "PaT 91 -E DI\TE4= JOB NUMBE.I, SEALED ON JET 'TRACKING 5 0 'S 405 mb, # 14-115-8964 DRAWN TMH UU, m cl� CARUSO PROTO-11 TIM WALL SYSTEMS WWW.PROT02.com DATE 08.19-2014 ENCR JAC SCOTTY 41800 CASCADES COURT TEMECULA, CA 92591 ATTN: GARY OTTO PACKAGE- SHEET ,OF C INC. ij� 15eelee PHI (951) 694-3793 - goryotto@protoii.com (MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLER S) S1.2 D www'ctsozxom =i 4'. 6'. AND 8* TWID( POST -TENSIONED MASONRY WALLS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -HOT . FOR CONSTRUCTION DR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED VATH WRITTEN SIGNATURE.