Loading...
BWFE2014-1071-78-495 CALLE TAMPICO ' • i LA QUINTA, CALIFORNIA 92253 , `tea 4 4 Q914 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2014-1071 Property Address: 81640 MACBETH ST APN: - 767800061 Application Description: BLOCK GARDEN WALL 457 LF Property Zoning: Application Valuation: $12,339.00 i Applicant: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIE10, CA 92656 D Q � OCT 24 2014 CfTY OF LA OUINTA COMMUNITY DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B-ce'nsee No.: 72810022 Dat bF?WZ�I Contractoo OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from te Cont ctor's State License Law for the following reason (Sec. 7031.5, Business and Pr sions 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 Na Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/22/2014 Owner: IOTA GRIFFIN - 4675 MACARTHUR CT NO 1550 NEWPORT BEACH, CA 0 Contractor: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIE10, CA 92656 (949)349-8269 Llc. No.: 728102 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. 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: 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 should become subject to the workers' compensation p ovisions of Section 37 of the Lab I s all forthwith comply with those p v ions. < Dae: Applica�it: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO VCIVIL NLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES ANS UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of (work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relatingtA building construction, and hereby authorize representatives of this c' to ent he above- mentioned p ope for nspection purposes. mature (Applicant or AgOnt): DESCRIPTION INFORMATION ACCOUNTQTY AMOUNT PAID PAID DATE • •,-•$SAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 'PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT. QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $163.86 $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- YTotal TotalPaid for FENCE OR FREESTANDING WALL $272.63 $0.00 TOTALS: $273.63 00 LEGEND PROPERTY UNE PUBLIC UTILITY EASEMENT (RRIGHT OF—WAY — 'w ._.._. WATER MAIN _._. _..___$ __.. SEWER MAIN GARDEN WALL TOP TOP OF SLOPE TOE S TOE. OF SLOPE ILOT 52f; LOT 126 Ed AIR CONDITIONING F8 (47&6) PE (472.8) PAD CONCRETE STOOP (1 SIDEYARD GATE asp 1 _.;•OEy, 1 37[ FIRE HYDRANT a WATER METER ' SSEWER LATERAL t 56.66, q t LOT 136 F ® 8ELMONT 4G RT FF 470.47 PE 469.8 y 't A +J .oma c BET LOT 137 f �MACH STREET PE (4MID NOTE: OIMEtMONS SHOWN ARE NOTE PLAT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TO EUILaNc FACE AND NOT TTTLF R03OW FOR DIMENSIONS, EASEUMTS, AND OTHER INFORMATION OF RECORb. ARCHREiCiURAL POP—OUTS DRY UTIMES ARE NOT SHOWN ON THIS PLAN MSA ' CoNSuLTjNq, ING LENNAR / civ RANCH ALAximm • Cwm Emammom ■ Lum surmwo JULY 2014 mwo Iw Ham Days - RAeam Mmmm . CA 9=0 TRACT NO. 32879 = "6M . FAX (76D"�'>� LOT 136 - 8fiMacbeth Street LOT AREA 21,257 SF LENNAR LA OUWA, PoVSIME 00UNTY, CALFOF MA 980 MONTECITO DRIVE CORONA, CA 92879 (951) 817-3663 SCALE 1'=30' BUYEFrS ACCEPTANCE DATE: Description: BLOCK GARDEN WALL 457 LF Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 9/15/2014 MFA Approved: Parcel No: 767800061 Site Address: 81640 MACBETH ST LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 136 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $12,339.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 92656 Details: 457 LF GARDEN WALL [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 CONTACTS ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 CONTRACTOR LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT CA NO 1550 BEACH 0 Printed: Wednesday, October 22, 2014 2:07:58 PM 1 of 2 grow_,,.__... 4 INSPECTION TYPE INSPECTOR SCHEDULED DATE Lai V COMPLETED RESULT DATE REMARKS ��N NOTES T �^ CLTD ;DESCRIPTION ACCOUNT QTY AMOUNT PAID PAIDDATE RECEIPT # CHECK # METHOD PAID BY FINAL" BY . WALL/FENCE -.EA 101-0000-42404 0 $163.86 $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 $272.63 $0.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE Lai V COMPLETED RESULT DATE REMARKS ��N NOTES BOND BEAM FOOTINGS FINAL" Printed: Wednesday, October 22, 2014 2:07:58 PM 2 of 2 „ _ 6" (6'-0" TO 6-81 PROTO II - EXPOSURE C - DIP FOOTING DESIGN CRITERIA (PER 2013'CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. SEE SHEET B, C. & D PRIOR TO START OF CONSTRUCTION. w 0 w U N uj w a x a Lm PROTO II FENCE WALL 6" STD. HOOK 6" CAP BLOCK PER ;�SHEET C STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL - SIZE PER SHEET C. NO COLD JOINTS-L-- PERMITTED OINTSPERMITTED BETWEEN DIP Z AND SETTING PAD HORIZONTAL JOINT 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE REINFORCING TOP 2 12" TO 36" COURSES BELOW PLATE 6" TO 11" AND AT 24" O.C. BELOW VERTICAL FOOTING 3'-1" REINFORCING AT 6'-8" POST TENSION (PT) ROD SEE SHEET B FOR FENCE, USE 1 #4 IN 8 19 �� / / -CENTER OF DIP ROD SPECS - CENTER DRAWN IN WALL -PROTO II FENCE WALL 14-11.5-8964 3'-0" U 16" MIN / FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE SETBACK OCCURS, INSTALL DRAINAGE PER BLOCK AT SWALE AT GRADE. CrHFn FINISHED GRADE --#4 CONTINUOUS AT HOOK Z � J U _j MAX LV) a_ W I I CONT. CONCRETE Z_ NEL W L N I I SETTING PAD - :c) O Q I L I SEE SHEET D CL � I I Q ,a U) I I 5-0" TO 8 DAYLI�M-r MIN. CONT:: LINE OF DIP J FOOTING BEYOND. 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 'D' DIP FOOTING 12" TO 36" 2'-4" 6" TO 11" 2'-11" 3" TO 5" 3'-1" FENCE WALL SCHEDULE AT LEVEL SOIL H' DESIGN WIND PT ROD DIP MAX EXP/ FLAC-IN -51P -A£- N C AT 140 6'�Q, F NTA 6'-0" C AT 1 0 BU LDIi ka & SAFETY DEPT. CAT1 0 C AT 1 , 0ER-411A2OTOFII STANDARD 6'-8"` C AT 1 0 -- - LA QUIN , CA C AT 1 .O 11 ffi I I/f THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE J081 NUMBER 02 ,SEALED ON 14-115-9155 m 8 19 �� / / n0 SCO12 TRACKING # DRAWN S 40 5 14-11.5-8964 TMH w CARUSO o ^'sem PROTO-II TM WALL SYSTEMS DATE ENGR S * tp TRUCN�P TURLEY a�em=� WWW.PRbT02.COM 41800 CASCADES LA CA 92591 08.19.2014 JAC PACKAGE SHEET ��P SCOTT @ ATTN:COURT GARYEOTTO TF /� \Fpj OF CAL INC. �g LIS ES � Ile ES PHS (E IN 6LED By 3 R goryotto@protoii.com L °Y ONLY DE INSTALLED BY APPROVED AND CERrmED INSTALLERS) n J G S� /� www.C($O Z.COrTI (MAY av A'. 6'. AND 8' THIOL POST-TER90NEO 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 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) ANO 14=141%WUM AtlOWABLE 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 If 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 C DURING PLACEMENT. ONSOLIDATED BY SUITABLE MEANS 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 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-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 it 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 J�OD-_SRAG-NG--%lz-ERAid S t8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMA I �Hfi AA ` b FI LA Q { I NTA 18. SEISMIC DESIGN CRITERIA: Ss=2.0, S1=0.749 SOIL CLASS=D (ASSUMED) RttSKi A G fZY I. V 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE FLQQ N0V-7 ta$sODAl01R_W UFART-A SIZE/DEPTH AND CLEANLINESS OF FO NDATION. ADDITIONAL SPECIAL INSPECTION A REQUIRE 1SQn, A FOR COi�kTRUC JIMTO II TANDARD LA OUINTAI CA � NT G' * T s�P \TFTRUCTO�P� OF CAUFO� z m m '( . x DATE - SEALED ON 8/;,i4, i CARUSO MBER -9155 PROTO-II TM WALL SYSTEMS ----Tr-Tl-5 TURLEY TRACKING # 14-115-8964 e WWW.PROT02.COM llb SCOTT ENGR JAC 41800 CASCADES COURT TEMECULA. CA 92591 SHEET B INC. o Y ==ecce ATTN: GARY OTTO PH® (951) 694-3793 - goryollo@proloii.Co- www.CI50Z.com a n (MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS) »»> 4 : 6'. AND B DUCK POST-TEN90NEO MASONRY WALLS i JOB MBER -9155 ----Tr-Tl-5 e TRACKING # 14-115-8964 DRAWN TMH DATE 08.19.2014 ENGR JAC PACKAGE S1•2 SHEET B THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CON TRUCDON OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED WITH WRITTEN SIGNATURE. TOP:OF PROTO II WALL i A (3) (4) PROTO-II e PLAN MEW f (6) X SECTION (8) (7) KEY NOTES: 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. 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. 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. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION OF TENSIONING PERFORMED BY ONE OF THE TWO METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR TO PROVIDE A COMPI FTFn RG_=1.iR4-f0-t6TrD-"j www.ctsoz.com al, HH,i H,,;N (MAY UNLT5 NpIALLLV UT AWKUYLU A"U l 1111LU IN A L-1 L, t. 6.. AND 8' MCK POST-TENSICNED MASONRY WALLS 1' THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXEO WITH 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: 'i/4"x3"x6" (�) 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 PLATE LOCATIONS. 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. 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. 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. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION OF TENSIONING PERFORMED BY ONE OF THE TWO METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR TO PROVIDE A COMPI FTFn RG_=1.iR4-f0-t6TrD-"j www.ctsoz.com al, HH,i H,,;N (MAY UNLT5 NpIALLLV UT AWKUYLU A"U l 1111LU IN A L-1 L, t. 6.. AND 8' MCK POST-TENSICNED MASONRY WALLS 1' THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXEO WITH WRITTEN SIGNATURE. FOOTING ELEVATION AT POST TENSION ROD PROTO II FENCE WALL Y n � THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT AND NUT ELEVATION x 7/16" DIA. POST TENSION RODS (PT) SEE SHEET B CENTER IL WALL ,T CONCRETE SETTING PAD 7/16" DIA. POST TENSION RODS (PT) SEE SHEET 8 CENTER IN WALL I� U Z THICKENED FOOTING TO PROVIDE1u-✓ M AROUND MANCHOR BOLT ANDIN. COVER AS UINUTD - CITY" OF LA QUINTA BUILDING & SAFETY DEPT. AP ROW1 STAN RD FOR CORSTRWWW. CA FT K l �t�` DF ,TE JOB NUMBE p� SEALED ON = TTS-9T S TRACKING #DRAWN w S 405 m8/� no SC 14-115-8964 TMH m * CARUSO o _ PROTO-II to WALL SYSTEMS DATE ENGR S TR(/CTV�P TURLEY - www.PROT02.COM 000�We 41800 CASCADES COURT TEMECULA. CA 92591 08.19.2014 JAC PACKAGE SHEET \P SCOTT 9T �� `�' INC. j;^ 66 5--, ATTN: GARY OTTO F PHN (951) 69a-3793 pF CA��F� m I - goryollo®protoii.com a MAY ONLY BE WSTA_LLED DY APPROVED AND CERTIFIED w51.L.ERS I� �� D www.ctsoz.com ' »»> A: 6, AND 8 INU POST-TENSIONEO MASONRY WALLS • L THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR R CORD'NG UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE Bin. # Permit # �� _ 1 L City of La QuInta BLAUng ez Safety Division P.O. Box 1504,18-495 Cane Tampico La.Quinta, CA 9225.E - (760) 777-7012 Building Permit Application and Tracking Sheet Project Adder. Griffin Ranch Owner's N»: Lennar Homes Inc A- P. Number Address:980 Montecito Dr, Suite 302 Legal Description: TTM 32879 Citi, ST, Zip: Corona CA: 92879 Contractor- Lennar Homes Inc Telephone: 9511417-3526 project Description: Address: Same as above City, ST, Zip: Construction of phase 2- 6' homesite walls Telephone: See Attached St3 uence Sheet.and wall State Lic. # : Arch., Engr., Designer. City Lic. #:.On Fife . summary Addrrss: City, ST, Zip - Telephone: Construction Type: Occupancy; State Lia ' Project type (circle one): New Add'a Alta Rzpair Demo Name ofConra.tPerson: Ulrich Sauerbrey Sq. n.: Stories: #Unity: Telephone # of Contact Person: 760 610-9410 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE N Submltfal Rcq'd Reed TRACMNG PERMIT FEES Plan Sete Plea Check submitted Item Amount Structural CRtcs. Reviewed, ready for corrections Pian Checl Deposit Trust C2`0. Called ContactPersou Plaa Check Balance_ Mile 24 Cates. Plant picked up Construction' Flood plain plan Plana resubmitted bfecharileal Girding pian 2`! Review, ready mor correctiouemue Electrical Subcontaetor Liet Called Contact Person Plumbing Grant Dred Plast picked up S-M.L H.O A Approval Plans resubmitted Grading INt ROUSE'- '`' Review, ready for correctionsrissac Developer Impact Fee Planning Approval Called Contact Pelson A y P P Pub. Wks. Appr ' Date of permit issue School Fees Total Permit Fees Griffin Ranch -Wall Summary (Phase 2) (LF l X77 f7,k, 1-7L r (0�.-71 I -7L goI.13 Lot-Homesite Address Combination wall 6' with 2' Retai 457— of 0 245— 36 81-640 MacBeth Street _.._ 37 81-620 t/ MacBeth Street 3-7 118 81-035 MacBeth Street • C.�`j 278 81-055 v Giacomo Way t pq 279 81-035 V Giacomo Way f'q 289 54-010 ✓ Cananero Circle O� 50 54 -71St/ Sea Hero Circle 0 54-665 ' Sea Hero Circle o6l 2 54-615 Sea Hero Circle b� 253 54-565 ✓ Sea Fiero Circle r & 53 S4-550 Sea Hero Circle �0�1 264 54-600 Sea Hero Circle (LF l X77 f7,k, 1-7L r (0�.-71 I -7L goI.13 Wail Type 6'0" Garden Wall (LF) Combination wall 6' with 2' Retai 457— of 0 245— Q..-,..,.,....._ 235-- _.._ . 0 125 ✓ 0 33.v 0 139 v 0 4491-:1 0 120 0 41 ✓ 0 227 0 116 0 212 0 (LF l X77 f7,k, 1-7L r (0�.-71 I -7L goI.13