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BWFE2017-0220V, 3 � 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type/Subtype: Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: �4XwQu;.rw DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT WALL/FENCE/CITY STANDARD/PRE-APPROVED BWFE2017-0220 81320 THUNDER GULCH WY 767790067 GRIFFIN RANCH / BLOCK WALL/ $1,000.00 Applicant: LENNAR HOMES -SHELLY JORDAN 980 MONTECITO DR STE 300 CORONA, CA 92879 22, �Q I L�[�EL5 14 2017 CITYOFLAOUINTA COMMUNITY DEVELOPMENTDEPARTMENT 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: _ License No.: AEC674 Date: �` Contractor:_ 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).: (1 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.). (_) 1 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 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/20/2017 Owner: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ATTN GOREEN MUELLER ALISO VIEJO, CA 92656 Contractor: LENNAR HOMES - SHELLY JORDAN 980 MONTECITO DR STE 300 CORONA, CA 92879 . (951)817-3526 Llc. No.: AEC674 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 370C 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 perfornance of.the work for which this permit is issued. My workers' compensation insurance carrier and polity number are: ' Carrier: _ Policy Number: _ I certify that in the performance of Me work for which this permit is issued, I shall not employ any person in any manner so es to become subject to the workers' compensation laws of California, and agree tha:, if I should become subject to the workers' compensation provisions of Section 3:'00 of the Labor Code, I shall forthwith comply with those provisions. Date: J e71-1 -7 —I 1 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 ($100,00Q. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR N 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 applica-ion 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 staff 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 representati►es of this city to enter upon the above-mentioned property for inspection purpo:es. en Date: V` 44Signature (Applicant or Agent): - Date: 11/20/2017 Application Number: BWFE2017-0220 Owner: Property Address: 81320 THUNDER GULCH WY LENNAR HOMES OF CALIFORNIA INC APN: 767790067 25 ENTERPRISE Application Description: GRIFFIN RANCH / BLOCK WALL/ LOT 228 ATTN GOREEN MUELLER ' Property Zoning: ALISO VIEJO, CA 92656 Application Valuation: $1,000.00 Applicant: Contractor: LENNAR HOMES -SHELLY JORDAN LENNAR HOMES -SHELLY JORDAN 980 MONTECITO DR STE 300 980 MONTECITO• DR STE 300 CORONA, CA 92879 CORONA, CA 92879 (951)817-3526 Llc. No.: AEC674 --------------------------------------------------------------------------------------------- Detail: 90 LF OF 5' RETAINING WALL [PROTO TYPE II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE'A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. PER 20:6 CALIFORNIA BUILDING CODES. FINANCIAL .1. DESCRIPTION ACCOUNT QTY AMOUNT RETAINING/COMBINATION WALL EA SOLF 101-0000-42400 0 $31.20 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-000042404 0 $52.01 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $65.02 Total Paid for BLOCK WALL: $148.23 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:. $1.00 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS:.4 1 LEGEND. % PROPERTY LINE AIR CONDITIONING PAD 1X — — — — — — _ PUBLIC UTILITY EASEMENT 0 CONCRETE STOOP - - - - — RIGHT-OF-WAY '(R/W) R SIDEYARD GATE ��a1 — — — —�! WATER MAIN FIRE HYDRANT SEWER MAIN ® WATER METER GARDEN WALL S SEWER LATERAL ! RETAINING WALL T� TOP OF SLOPE TOE OF SLOPE . TOP 476.7 476.7 FG FG TRW 480.67 t. :,.) TRW 480.67 TF 476:00 N rn TF 476.00 v' ri • TO 5 LOT 220 t? (47 7.3) Lev V LOT 228 ®� PLAN SA RT FF 477.37 PE 476.7 • .F THUNDER GUL H WAY - MSA CONSULTING, INC; _ LENNAR / GRIFFIN RANCH OCTOBER 2017 ID34200 Boa Haea Darya n RAxmo MmAas . CA 92270 TR Va � LOT AREA 7etnevoNa X60, 32o sau . FAX sa3 7a9� LOT 228 �'.1� t cc " ""' � � P T.1 9,804 SF LENNAR LA QUINT RIQI�C°�1falJ�T;FCs�1:iF01ii�lA 980. ITO DRIVE Ap � E CORONANA,, CA CA 92879 SCAL 1'=30' ' m'l) 817=3663 �nR CONSTRUCT ION M A-rF r . , , ! �� ' | � . . ©ASIS FOR. pESIGN i 3 OLIN090NR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION .OR ELEMENT IS.(OR CAN BE) I FO CIG 0 `1 BUILDING CODE: CALIFORNIA BUILDING. CODE. -2016 f, .:SITE_.PRERAROCIN'AND GRADINGREQUIREMENTS FROM THE''GEOTECHNICAL,REPORT AND ANY 4. REFER TO LAP:SCHEDULE FOR 1fiNIMUM•.O.C. SPACING LAP S[LICE-LENGTHS .IN CONCRETE AND 2, SOIL PARAMETERS: ADDENDA ALONG I/ ANY TESTS, INSPECTIONS, MASONRY AND. i1, ON' LENGTHS NO .WELDING'{TACK, ACTIVE PRESSURE. .• 30 PCF. SOIL WEIGHT,, 120 PCF' FIELD OBSERVATIONS. OR APPROVAL FROM THE GEOTECHNICAL ENGINEER RECOMMENDED BY 'THE I SPOT. ETC) OF ;R • NFORCING ALLOWED.i STAGGER SKtCCS A'MINIOUM OF:(1) IAP LENGTH, SOIL BEARING.PRESSURE. 1500-PSF PASSIVE PRESSURE 150 `PCF GEOTECHNICAL REPORT SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF_FOUNDATIONS, IF NO 5: ALL REINFORCEMENT SHALL, BE.:`BENT.COLD:NO . I - FRICTION COEFFICIENT .0.25 GEOTECHNICAL REPORT IS SUBMITTED, SITE. FIELD BENDING OF BARS IS ALLOWED UNLESS: ..: ._ ... PREPARATION AND GRADING'SHALL•:BE PER CBC APPROVED BY THE ENGINEER 3 SEISMIC DESIGN:.- 5S(0,2 SECOND) S.Sdesgn(0.2 SECOND) .2:250 1 800': SECTION 1804:, 2, THE TIME O CONSTRUCTION AND W/IN.. THE 6 SUPPORT REINFORCEMENT ADEQUATELY TO SECURE- REINFORCEMENT AGAINST DISPLACEMENT DURING 0 SECOND) OBOD .1'J[IN LI ET1ME OF THE WALL, THE OWNER MUST ENSURE 2. CONCRETE PLACEMENT IN'THE'FOOTING AND. GROUT' :511 SR CLASS'.:. D THAT ALL SURFICIAL DRAINAGE 15 DIRECTED AWAY TENSIONING,, ` PLACEMENT IN THE CMU .SOS, (SHORT. PERIOD : SD1 ri SECOND PER OD . 1 200 U 600 ' FROM THE WALL SYSTEM 3. INSPECTION PRIOR TO PLACEMENT OF: ? PROVIDE VERTICAL REINFORCING BARS, Wf HOOKS. INTO FOOTING PER APPLICABLE DETAIL SECTION :IN' SEIS IC DESIGN CATEG RY .A FOUNDATION CONCRETE INCLUDES: FOOTINGtSTEEL LOCATION AT GROUTED CELLS'AT ALL WALL INTERSECTIONS, 4, WIND: DESIGN:.. 'WIND 110 MPH GRADE, AND SIZE�DEPTH AND CLEANLINESS' OF FOUNDATION. ADD. IO.NAL -SPECIAL INSPECTION AS CORNERS, WALL ENDS, AND EACH SIDE OF CONTROL JOINTS. EXTEND ALL VERTICAL .SPEED .. 0SK CATEGORY I REQUIRED:BY JURISDICTION. TECHNIQUES; SEQUENCES,:OR PROCLDURES OP REINFORCING -TO FOUNDATION.EITHER:CONTINUOUS. PRESSURE COEFFICIENT (Cf) 1.4 STRENGTH FOR POST-TENSIONED.MASONRY OR WITH SUFFICIENT .LAP:. REQUIREMENTS, AS .EXTERIOR WIND EXPOSURE C 4. FOOTING SHALL BE LEVEL. STEP FOOTING, AS'- INDICATED PER APPLICABLE DETAIL SECTIONS; REQ D;'1.YHERE GROUND .SLOPES, HEIGHT OF STEP 5.; DESIGN AND SOIL PARAMETERS PER SHALL BE:EOUAL TO HEIGHT OF CMU COURSE. B. HORIZONTAL REINFORCING-SHALL-BE.9 GAGE :FOUNDATION MINIMUM RECOMMENDATIONS OF.APPUCABLE BUILDING i CODE CLASS' OF SOIL ON SITE IS 'CLASSIFIED 0C NCRETE., DIAMETER WIRE. AND CONFORM JO. ASTM A82 LADDER TYPE, :9 GALE OUIMETER LM JO NT REINFORCING ON[ FULL CR05S SQUARE T,, AS.SW, SP, GW, OR GP. LOAD. BEARING VALUES ARE PER CBC TABLE 1806.2' 1. MINIMUM 28 DAY. COMPRESSNE,STRENGTH OF MINIMUH LAP4.-HORIZONTAL REINF_SHALL.BE _ CONCRETE ((F'C). SHALL BE 250.0 PSI. CONCRETE ' HOT: DIPPED. G4VANIZRED OR APPROVED EQUIVALENT.. GENERAL REQUIREMENTS MIX 'SNAIL BE DESIGNED BY AN APPROVED . THICKNESS OF BED JOINTS SHALL NOT EXCEED'5�8 M'r LABORATORY.'CONCRETE SHALL DE NORMAL;WEIGHT CONVENTIONAL MASONRY 1. THESE DOCUMENTS HAVE BEEN PREPARED USING' OF 145 PCF USING HARD: ROCK AGGREGATES oPROVIDED ,STANDARDS OF PROFESSIONAL CARE AND SKILL ORDINARILY EXERCISED UNDER CONFORMING TO ASTM. C33. 1. HOLLOW, NORMAL WEIGHT;. LOAD BEARING PRECISION' CONCRETE MASONRY .UNITS,(CMU)..SHNl CONFORM -SIMILAR-CONDITIONS_. BYPROFESSIONALCONSULTANTS PRACTICING IN THE 2. MAXIMUM SLUMP SHALL BE 5:.:INCHES WATER SHALL TO ASTMC 9Q MINIMUM COMPRESSSNE STRENGTH. SAME.FIELD AT THE IN;THE SAME OR BE CLEAN AND..POTABLE. T. OF CMU SHALL BE 2000 PSI ALL BLOCKS SHALL.• .WE'TIME SIMILAR LOCALITY. THEY ASSUME THAT THE WORK' BE PLACED IN RUNNING BOND CONSTRUCTION UNO DEPIL'TED WILL BE PERFORMED.BY:AN EXPERIENCED 3. USE.TYPE V. PORTLAND CEMENT, AS REO'D 6Y W/.ALL VERTICAL CELLS 'IN ALIGNMENT CONTRACTOR. AND,,GR WORKMEN WHO HAVE :A OWNER JURISDICTION, OR SOILS ENGINEER, WORKING.KNOWYILEEDGE OF.THE.APPLICABLE CODE CONFO(TMING TOASTMC150 2 GROUT SHALL -CONFORM TO ASTM -C476. MINIMUM STANDARDS AND REOUIREMENTS AND.INDUSTRY _ GROUT COMPRESSIVE SRRENGTH.EQIlALS OR.. .. E ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION .OR ELEMENT IS.(OR CAN BE) 4 A MAXIMUM. OF,90 MINUTES MAY ELAPSE BETWEEN CONCRETE:AND/OR GROUT BATCHING AND FIELD EXCEEDS F M 811T Qi LESS THAN. 2000 PSI. HOLD DOWN G10. 1-1 2 BELOW'TOP OF:BLOCK.AT `3 EXPLICITLY.SHOWN'ON THESE DRAWINGS, THE PLACEMENT. GROUT LIFT JOINT I CONTRACTOR SHALL USE INDUSTRY ACCEPTED: STANDARD GOOD PRACTICE FOR MISCELLANEOUS 5. CONCRETE QUALITY MIXING; WEATHER. PROTECTION 3, MORTAR SHALL. CONFORM TO ASTM 0270 &CBC i WORK NOT EXPLICITLY SHOWN, AND PLACING SHALL CONFORM TO CDC SECTION '2103,. TYPE S. 20DO. PSI. MIN. MORTAR MUST ZE A 'OLD .1905; MIN OF 9 HOURS . PRIOR TO INITIAL. 0 2. ENGINEER SHALL. NOT AT ANY TIME SUPERVISE, TENSIONING,, ` j a DIRECT_ OR HAVE CONTROL ,OVER CONTRACTOR'S WORK NOR SHALL ENGINEER HAVE AUTHORITY OVER 4 NET AREA COMPRESSIVE STRENGTH OF MASONRY. OR RESPONSIBILITY FOR THE MEANS METHODS 1. "BACKFRL MATERIAL PLACEMENT SHALL BE IN SHALL: BE (F'M) 2000 PSI MIN PER: THE UNIT: ,. iETHOD- I TECHNIQUES; SEQUENCES,:OR PROCLDURES OP ACCORDANCE W `RECOMMENDATIONS BY.THE.... .. STRENGTH FOR POST-TENSIONED.MASONRY CONSTRUCTION:SELECTED OR USED BY GEOTECHNICAL :ILNGINEER'OR..CB.0 SECTION. 1604; IF DESIGN AND'1500 PSI MIN, PER. THE UNR CONTRACTOR, FOR SECURITY OR -SAFETY AT THE GEOTECHNICAL. REPORT NOT:SUBMRTED. STRENGTH METHOD, FOR CONVENTIONAL MASONRY W SITE NAR FOR: SAFETY: PRECAUTIONS" MD. PROGRAMS INCIDENT TO CONTRACTORS WORK. :z BACKFILL :SHALL NOT BE PLACED AGAINST WALLS DESIGN AN ' BELOW.CRADE OR ATOP FOUNDATIONS, UNTIL GROUT 5 THICKNESS OF BED JOINTS SHALL NOT EXCEED'5�8 M'r ALL: INSPECTIONS REQUIRED 13Y THE LOCAL BUILDING MO CONCRETE HAVE. REACHED DESIGN' STRENGTH. ,. GROUT SOLID ALL;CONVENRONALCY REINFORCED oPROVIDED 'DEPARTMENTS AND BUILDING CODES -SHALL BE BY THE BUILDING DEPARTMENT. 3. RETAIN.INGAVALL SYSTEM 15 NOT BESIGNED.TO ;6 CELLS BELOW GRADE 1 2 9' PROVIDE SPECIAL INSPECTION AS REQUIRED ON WITHSTAND HYDROSTATIC PRESSURE. DRAINAGE SYSTEM SHALL BE PROVIDED TO PREVENT'BUILD UP T. lNSONRY.Ci3NSiRUCiIOM, INCLUDING QGT NOT t w PIANS, AS REOUIRED.BY THE BUILDING DEPARTMENT.' 0F HYDROSTAT ' •SY5tT2a �SWCL.L z .5: . ALTHOUGH. NOT. NECESSARILY INDICATED AT -A INTEGRITY OF I > SPECIFIC LOCATION ON THE DRAWINGS, TYP DETAILS j AND NOTES. SHALL APPLY., DETAILS MAY.SHOIV ONLY 1REINFORCING 1 ONE: SIDE .OF CONNECTION' OR -MAY OMIT INFORMATION FOR CLARNY: 1. REINFORCING .. .ac.c .,uFCnlo a 6. .WHERE Rf i2"STANDARD ll •SHALL BE 2. BE SURCHARGED. OR' RATION. A .. KED CONFIGURATION WARE A MIN DISTANCE. HT) AWAY; MEASURED . 3. Q PLAN CHEI`K 09-07.17 KEV fl DESCRIPTION' DATE" � F21MROCKEIVGINEE1. 9030�W: CHEYENNE'AVE, STI LAS VEGAS, NV 89129 PH: 702.838,5311 nne GENERALSTRUCTURAL PROT0. 11M WALL SYSTEMS 41800 CASCADES COURT ATTN: GARY OTTI TEMECULA CA 92591 PHIL (951) 694-379 WWW,PROT02.COM garyotto@proto➢.CC usrPnTtMros�o�ozl t<iraaiie>' abtea`lsi:xo.tizae;9+.cei (STEMS MAY ONLY BE INSTALLED BY APPROVED AND CE L s�aiKO NG & �I 318. AN LRSf coNS-F, PLY.TO Nf) E{ IDING; AND WALL AND FOOTING CACI 530.1. (11. GN, ktNCON` cT wJ Soil PER 1,K11bV!"�[3MU. Y.BE USED AT FENCE= D I '7N rr a No. 06961 6 �* vEXP. 6/30 10,/ r �F CA1-\Fc ,_ ...... F p 0 0 PROTO 11 HARDWARE IS DEFINED A' 8 ING, :V BEARING. PLATES. CdUPLERS,.NUTS DTI,: PLASTIC SADDLES. 'ALL OF� THI PLASTIC 61 SHALL BE SUPPLIED BY.ONLY AN 'If LICENSEE TO THE, CERTIFIED INS: ADDITION; THE INSTALLER SKL PROVIDE:A SIGNED ' 0 REPORT TO ALL APPROPRIATE PARTIES. PROTO 11 MASONRY DESIGN IS BASEO;ON THIO SPECIAL 0 INSPECTION. 5. VEPTICAL CONTROL,, JOINTS'.7O BE PLACED.:AT. MAX 36-0- O.C. IN ALL. NON -STUCCOED WALLS AND :20'=()" Ot*'IN STUCCOED WALLS W/ CLEAN 21 vERTICA'L.BREAK' OF ALL MATERIALS. .12 6; ..CONCRETE AT FOOTING SHALL BE A MIN OF. 49, 14 H OURS. OLD,. CMU. BLOCK SHALL BE A MIN OF 1 a? — OLD -& MORTAR SHALL BE A MIN OF 24 HRS STANDARD 'ABBREVIATIONS: At TENSION ROD=. 1503 "SO ft':BEARING PLATES ARE AISC A"""CAI lNSTITUTE. OF Vt,4' THICK (=50 KSI) � SEE DETAIL TYPICAL TOP F: PROTO 11 IALL FOR WIDTHS.. 1/2". COUPLEIRS STEEL CONSTRUCTION .. . ANSI SHALL. BE, PER ASTM,A563: ME A, AND THE ARCH ARCHITECT/ARCHITECTURAL PLANS COUPLER NUTNUST FULLY ENGAGE THE UPPER ALTERNATE. ASTM AND: LOWER ROD. FULLY ENGAGED AS DEFINED AS: AND MATERIAL - , , 1/2' MIN INTO COUPLER 1/2" NUTS ARE TO. BE' CALIFORNIA BUILDING CODE, CL GRADE B, PER ASTM -05. 1 Ir. ALL THREADS � PER CLR CLEAR ASTM. A307 GRADE 60. OTI, IS MFR*D ASTM " F959. CONCRETE MASONRY. UNIT CONC. PLASTIC SADDLES. ARE NON-STRUCTURAL. CONT 2! - -RO - VIDE. PONT FULL HEIGHT' RODS, W1 MIN OF Y � 1 or TENSION ROO (R DIAMETER— DTI HOOK VI/ 1 2" NUT AT END EO EQUAL INTO APPLICABLE DETAIL SECTION AND'AT EACH WAY Ff 1. CONTROL JOINTS PER:!YP DETAIL. AT FTG FOOTING CONTRACTOR'S , OPTION RODS MAY BE STABBED INTO GENERAL STRUCTURAL NOTES:.. HORIZ WET'CONCRETE 09 TIED INTO PME El :3., IN LIEU OF FULL. HEIGk11t.RdDS. CONTRACTOR MAY INCH- . INFO USE 'SHORTER RODS, '2* AND K K LOS) :STRAIGHT RODS THRWED BOTHCOUPLE]RS ENDS FOR 12 LOS, ADDITIONAL LIFTS. NO COUPLERS MAY OCCUR '.gELOW < MANUFACTURER* DIRECTLY AND IN..CONTACT.W/ THE BEARING MAXIMUM MIN PLATE. No BOND -BEAM. BLOCK MAY BE USED AT MISC PLATE/TENSION LOCATION. NOT TO SCALE 4; A: PROTO U. DTI. SHALL: BE INSTALLED AT EVERY PLf POUNDS, PER'UNEAR FOOT TENSION ROD BETWEEN * THE BEARING PLATE AND o PSI W/E OTT 'TABS' FACING UP' AGAINST THE NUT W0THE REINF: REINFORCING BOTTOM THE NIR. THE SPECIAL DEPUTY REQUIRED SIM - INSPECTION REQUIRED. AT TIME OF FINAL SPEC. SPECIFICATIO N TENSIONING BY A DEPIRYINSPECTOR SHALL VERIFY SQUARE.. ' SID OF FINAL TENSIONING TO 6X0 LBS'BY I OF 2 ' ' T&B TOP AND BOTTOM METHODS;. METHOD 1: ftX INSPE0014 D%. TABS FACING UP,AND COLLAPSED AGAINST NUT W/: PROTO. DTI AND. THIC%THICKNESS NO LIGHT lE..BETMN'_THE 801- TOM O� ZT. METHOD 2.• USE OF A CALIBRATED. .TRANS TYP TYPICAL TORQUE WRENCH TORQUED TO 55 FT4BS. (OTT o VERT' musT...STILL BE PLACED WITH METHOD .2. NO VISUAL , INSPECTION OF DTI REQUIRED WHEN USING METHOD, WITHOUT 2�.- INSPECTOR•SHALL.'OB9RVE,THE.USE,OF ON I; THREAD LUBRICANT, THE POSITION OF. PLATE r7f v , Akin aircrorry OF isnOrTAO JAIMTr IN ADDITION; THE INSTALLER SKL PROVIDE:A SIGNED ' 0 REPORT TO ALL APPROPRIATE PARTIES. PROTO 11 MASONRY DESIGN IS BASEO;ON THIO SPECIAL 0 INSPECTION. 5. VEPTICAL CONTROL,, JOINTS'.7O BE PLACED.:AT. MAX 36-0- O.C. IN ALL. NON -STUCCOED WALLS AND :20'=()" Ot*'IN STUCCOED WALLS W/ CLEAN 21 vERTICA'L.BREAK' OF ALL MATERIALS. .12 6; ..CONCRETE AT FOOTING SHALL BE A MIN OF. 49, 14 H OURS. OLD,. CMU. BLOCK SHALL BE A MIN OF 1 a? — OLD -& MORTAR SHALL BE A MIN OF 24 HRS STANDARD 'ABBREVIATIONS: At AMERICAN ".CONCRETE_ INSTITWE AISC A"""CAI lNSTITUTE. OF STEEL CONSTRUCTION .. . ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECT/ARCHITECTURAL PLANS ALT ALTERNATE. ASTM AMERICAN SOCIEIY FOR TESTING AND MATERIAL - , , CDC CALIFORNIA BUILDING CODE, CL CENfERUNE CLR CLEAR CMU CONCRETE MASONRY. UNIT CONC. CONCRETE CONT CONTINUOUS DIA OR 0 DIAMETER— DTI DIRECT TENSION � INDICATOR EO EQUAL .EW EACH WAY Ff FOOT. FTG FOOTING GSN GENERAL STRUCTURAL NOTES:.. HORIZ HORIZONTAL, ICC INTERNATIONAL' CODE COUNCIL. IN INCH- . INFO INFORMATION K K LOS) KSI. ;(1000 PSPER :SQUARE- INCH LOS, POUNDS MFR MANUFACTURER* MAX MAXIMUM MIN MINIMUM MISC NIS' NOT TO SCALE D.C. ON -CENTER PLf POUNDS, PER'UNEAR FOOT PSF POUNDS" PER SQUARE FOOT PSI POUNDS' PER INCH. REINF: REINFORCING REO'D REQUIRED SIM - SIMILAR . SPEC. SPECIFICATIO N SO. SQUARE.. ' SID STANDARD T&B TOP AND BOTTOM THK' THIC%THICKNESS TRAM ERSE .TRANS TYP TYPICAL UNO UNLESS NOTED OlkEMSE. VERT' VERTICAL , IVWITH /0. WITHOUT No. t69161 6 EXP. 6130118., DATE., J" d lim W _4?l PROTO ALL SYSTEMS PROJ 418:00 CASCADES COURT No.: STD ,ING ATTN: GARY OTTO RIMROCKENGINE:Er 9036 W.'CHEYENNEAVE.,',8TE.210 TLM EC UL A 91 PHN,(951) 694-3793 SHEET' 9 gaTollo pro COM 1,31 PRO 7454 870 &7.46.467 j 'So .3 LAS VEGAS, NV 89129 1�8)2_MCOM ,PH: 762 % 03� 07-17 PROTO-11 WALL SYSTEMS MAY. ONLY ktOiStA(Lk) 8Y APPROVED AND CERTIFIED INSTALLERS OLD:PRIOA TO FINALITENSIONING. 0.1 I -A PROJECT: PROTO IFSTANDARD PLANS WIND EXPOSURE CAT 110 MPH CAQUIN.T-A, CA ALL P pp PLAN CHECK 03-0717, uc MON REV B H' DATP- f . 3 . Y SEAL: /0 No. t69161 6 EXP. 6130118., DATE., J" d lim W _4?l PROTO ALL SYSTEMS PROJ 418:00 CASCADES COURT No.: STD ,ING ATTN: GARY OTTO RIMROCKENGINE:Er 9036 W.'CHEYENNEAVE.,',8TE.210 TLM EC UL A 91 PHN,(951) 694-3793 SHEET' 9 gaTollo pro COM 1,31 PRO 7454 870 &7.46.467 j 'So .3 LAS VEGAS, NV 89129 1�8)2_MCOM ,PH: 762 % 03� 07-17 PROTO-11 WALL SYSTEMS MAY. ONLY ktOiStA(Lk) 8Y APPROVED AND CERTIFIED INSTALLERS PROJECT: PROTO IFSTANDARD PLANS WIND EXPOSURE CAT 110 MPH CAQUIN.T-A, CA PLAN CHECK 03-0717, TITLE GENERAL -STRUCTURAL.'NOTES (CQNT) REV B ---- EEe6ftffi'nO�W. DATE." No. t69161 6 EXP. 6130118., DATE., J" d lim W _4?l PROTO ALL SYSTEMS PROJ 418:00 CASCADES COURT No.: STD ,ING ATTN: GARY OTTO RIMROCKENGINE:Er 9036 W.'CHEYENNEAVE.,',8TE.210 TLM EC UL A 91 PHN,(951) 694-3793 SHEET' 9 gaTollo pro COM 1,31 PRO 7454 870 &7.46.467 j 'So .3 LAS VEGAS, NV 89129 1�8)2_MCOM ,PH: 762 % 03� 07-17 PROTO-11 WALL SYSTEMS MAY. ONLY ktOiStA(Lk) 8Y APPROVED AND CERTIFIED INSTALLERS TYPICAL REINFORCING LAP 'SCHERULE. A\�JNO�SCALE KEYNOTES .0 -MOT -NOTES:. 'MASONRY :(F M . 15 . 00 PSI), I: HOOK LENGTH INCLUDES. BEND k CONCRETE LAP -LENGTHS "BASED HOOK RADIUS AND EXTENSION ON ACI 318=11, SECTION 12.2.3 LAP FOR TOP "WITH B LAP' SPLICE KR S:BAR IZE GLOSS. 2. TOP BARS ARE TRANSVE RSE: TO . P 112.1S R NO R ' kig 'WEIGHT , - LAP BARS SO. PLACED THAT' 12' OR CONCRETE AND UNCOATED BARS. Lo MORE: Of FRESH CONCRETE 15 ,CAST IN MEMBER -BELOW S.PLICE, B. MASONRY LAP LENGTHS PER ;CBC ODD, SECTION 2107. & 2108 .3. VERT WALL REINFRER, C. LAP LENGTHS BASED.OFFOF PLAN ALLOWABLE STRESS OF Pt REINFORCING OF FY_ -60 KSI TYPICAL REINFORCING LAP 'SCHERULE. A\�JNO�SCALE KEYNOTES CONCRETE (."C=2500 PSI) 'MASONRY :(F M . 15 . 00 PSI), A, WHERE- HOR IZ WALL REINF' HOOK OCCURS, AT LAP FOR TOP ERENT-ELEVATIONS, - S:BAR IZE LENGTH LAP BARS : Lo ODD, B. HORIZ BENT REINF PER .3. VERT WALL REINFRER, THIS DETAIL NOT'REQUIRED PLAN AT FENCE 'WALL RORIZ, Pt REINF INCLUDING FENCE 2. WALLS ATOP RETAINING WALLS C. PROVIDE HO`IENT' %.B RFINF TYPICAL REINFORCING LAP 'SCHERULE. A\�JNO�SCALE KEYNOTES NOTES. CORNER BARS.16 MATCH I. CORN A, WHERE- HOR IZ WALL REINF' SIZE -.W-SPACE OFCI)NOTE OCCURS, AT HORIZ REINF IN WALL ERENT-ELEVATIONS, - PT ROD .:SPACINGBUT PROVIDE BENT REINF. j; .10 LENGTH PER TYPICAL. NOTE 2,- AT EA HORIZ PAF REINF LAP..SCHEQULE ODD, B. HORIZ BENT REINF PER .3. VERT WALL REINFRER, THIS DETAIL NOT'REQUIRED PLAN AT FENCE 'WALL RORIZ, Pt REINF INCLUDING FENCE 2. WALLS ATOP RETAINING WALLS C. PROVIDE HO`IENT' %.B RFINF PER. NOTE 02 AT -FOOTING: ON SIMILARJO AN TYPICAL PRO Tn 11 CONT061 JOINT — /7;1 TYP RETAINING, WALL INTERSECTION hmm 1. -19ANS: TOP REINF PER PLAN .2. CONT REINF PER PLAN 14 4 ?Rcutft- `,PR0T0 11 STANDARD PLAW 0 WINO) EXPOSURE CAT' 1*0'Wi .,LA:Q.UINTA-, CA. PLAN CHECK 03-07-17 TITLE. TYP DETAILS. REV. 1) DESCRIPTION DATE PROTO-IlihiWALL SYSTEMS u QCASCADEScbLJRT ATTR: GARY OTTO RIMIROCKE-NOINIEE(Q111-40. 4180 .9030 W_ CHEYENNE AVE STE210 TEMECULN�CA 92591 PH# 694-3793 WWW.PRO02.COM garyoroS@i) LAS VEGAS� NV.0�9 pI0!0Pqm PH: ;4.921.9 0;431797 80 188 / 6,632.04 8. M54.8704 7.401, PRGTO-11 WALL SYSTEMS MAY.ONLY BE INSTALLED BY APPROVED AND CERTIFIED SOA; TRANS TOP REINF M* No. C6961 6 ,EXP. l v . Z4 J' * CI V ci�_i�_ CA� 0347-17 PT ROD .:SPACINGBUT l.- 1/2' EXPANSION JOINT OR, END NOT TO EXCEED 4 -8 `MAX ODD, 6F WALL. AS OCCURS. 0 Pt 2. TYPICAL WALL PT ROD EACH 2' SIDE OF. JOINT E STO HOOK RT VFDDE6 M 6",MIN IMO FOOTING. SOLID GROUT REINF' CELL W/ 21 GROUT El" MAX - :HIGH. MORTAR LIFTS PT ROD SPACI , NG T4' PT ROD- SPACIN�Q A.. 'VERTICAL. EXPANSION JOINTS AT SPACING PER GSN B;. 'TYPE I" OR 'IYPE:'II"MAY BE' USED AT CONTRACTOR'S, OPTION, UNO C_ HORIZONTAL REINF SHALL NOT RUN CONT 11.111 UGUQM. AN TYPICAL PRO Tn 11 CONT061 JOINT — /7;1 TYP RETAINING, WALL INTERSECTION hmm 1. -19ANS: TOP REINF PER PLAN .2. CONT REINF PER PLAN 14 4 ?Rcutft- `,PR0T0 11 STANDARD PLAW 0 WINO) EXPOSURE CAT' 1*0'Wi .,LA:Q.UINTA-, CA. PLAN CHECK 03-07-17 TITLE. TYP DETAILS. REV. 1) DESCRIPTION DATE PROTO-IlihiWALL SYSTEMS u QCASCADEScbLJRT ATTR: GARY OTTO RIMIROCKE-NOINIEE(Q111-40. 4180 .9030 W_ CHEYENNE AVE STE210 TEMECULN�CA 92591 PH# 694-3793 WWW.PRO02.COM garyoroS@i) LAS VEGAS� NV.0�9 pI0!0Pqm PH: ;4.921.9 0;431797 80 188 / 6,632.04 8. M54.8704 7.401, PRGTO-11 WALL SYSTEMS MAY.ONLY BE INSTALLED BY APPROVED AND CERTIFIED SOA; TRANS TOP REINF M* No. C6961 6 ,EXP. l v . Z4 J' * CI V ci�_i�_ CA� 0347-17 i a .3. KEYNOTE 5 j, POST TENSION ROD 2. NUT S 0 3. DTI A. -BEARING TOP PLATE 0 5. COLLAPSIBLE TABS PROTO=11 6.. MIN TENSION TO BE 6,000 LBS LOAD AND CONFIRMED BY ONE OF TWO METHODS PER NOTES 'B" AND 'C" BELOW PIAN VIEW 7. AFTER TENSION INSPECTION, PLACE MORTAR MOUND THE TOP OF :ROD/PLATE/NUT OVERLOCATION BLOCK \ F 8, .OPT CAP BLOCK S. CONTINUOUS HORIZONTAL. JOINT REINFORCING PER GSN - '10. CENTER WEB OR END FACE SHELL BELOW j Ili STEE� PLATE SIZES A., 4 PROTO II1470"WB. 4" SLUMP 140 II 1/4'42 1/2"x6` C. 6" PROTO—II y g4-1 2'xG". D: 6' SLUMP PRO Q—Ilt 1 ! .' E. 8 PROTO IL 114'x6—1 2 z8: `STEEL PLATE TO B_ TUiC AT VIE ECTION, EDGE OF THE CELL SO' NAT THE PLATE BENTS FULLY ON THREE SIDES 12: 'DO NOT USE BOND BEAM BLOCK AT Y BEARING, 'PLATE LOCATIONS 4, 1 A PROTO-11 DTI TO BE USED AT EACH T2 TENSION ROD, TABS'FACING UP AGAINST BOTTOM OF 12 NUT.AND TABS COLLAPSED T6 ACHIEVE TENSION NO LIGHT PASSES BETWEEN BOT OF NUT AND on) B. AS .ALTERNATE TO VISUAL INSPECTION OF TABS, INSPECTION OF NUT TORQUE MAY BE ACHIEVEO.BY USE OF CALIBRATED TORQUE WRENCH. TORQUE NUTS,TO 55 FT=LBS; DTI S11LL MUST DE PLACED ON ROD IS 'USING TORQUE WRENCH METHOD, SEE GSN FOR AODI INFO 7( C; DEPUTY INSPECTOR SHALL PERFORM A VISUAL INSPECTION TO CONFIRM'THE DTI IS COLLAPSED W/ NO LIGHT LEAKS / BETWEEN THE TABS. AND BOTTOM OF NUT — y Q /. INSTALLER MUST HAVE SPECIAL E : — INSPECTION .OF TENSIONING PERFORMED PERFORMED BY ONE OF THE TWO METHODS NOTED ABOVE SPECIAL Q "PIAN INSPECTOR TO PROVIDE A COMPLETED REPORT TO LISTED PARTIES (SEE. NOTE .4 UNDER GENERAL REQUIREMENTS OF GSN) /7'91 TYPICAL ;TOP. OF-PROTO II .WALL NO SCALE d2 STIRRUP AND TIE HOOKS 4»� D,TYP 4d 2 1/21 ' MIN N i At! OTHER RIFINFORCIN /71 TYPICAL BEND IN REINFORCING 1YRNO SCALE 1, ;1; :1,r1�TC; UIN T � AF-. A cl, DEpT CCUiVSTp CT 10N - ._,BY` _ NOTESI. MIN FINISHED BEND DW FOR ALL A,. "d° = BAR: DIA REINFORCING -EXCEPT STIRRUPS _...: REV A DESCRIPTION DATE AND TIES PER THE FOLLOWING: .8. ALL REINF.SHALL BE 6"d" FOR8 AND SMALLER BENT COLD UNO ON a FOR 9 THRU.1.11. PLANS OR RETAILS 1.2"d" FOR #1.4 AND J18 C. REINF PARTIALLY 2. 6"d° FOR #5 AND, SMALLER EMBEDDED IN CONCRETE 'FIELD. 12"d" FOR #6 THROUGH:#8 SHALL NOT BE BENT .UNO ON PLANS OR 3: MIN FINISHED BEND DIA .FOR DETAILS STIRRUPS AND TIES ONLY 4°d" FOR5 AND SMALLER 6"d" FOR 116 THRU 18 d2 STIRRUP AND TIE HOOKS 4»� D,TYP 4d 2 1/21 ' MIN N i At! OTHER RIFINFORCIN /71 TYPICAL BEND IN REINFORCING 1YRNO SCALE 1, ;1; :1,r1�TC; UIN T � AF-. A cl, DEpT CCUiVSTp CT 10N - ._,BY` _ RIMRDGKENC�INEEIZINO 4 .9030 W. CHEYENNE AVE, STE'210 �c LAS VEGAS NV 89129 !! PH:702-8§8-5311 US. PAI PROTO-117m WALL -SYSTEMS Y Vii, o z No. C69616 EXP:. 6/30/18--'* jr .gTF�CA���o�� . r: �. 03-07 '17 pROJE&. PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH LA. QUIMFA CA PLAN CHECK 03-07.17 rmE; TYP DETAILS — _...: REV A DESCRIPTION DATE RIMRDGKENC�INEEIZINO 4 .9030 W. CHEYENNE AVE, STE'210 �c LAS VEGAS NV 89129 !! PH:702-8§8-5311 US. PAI PROTO-117m WALL -SYSTEMS Y Vii, o z No. C69616 EXP:. 6/30/18--'* jr .gTF�CA���o�� . r: �. 03-07 '17 I , I a RETAINED HEIGHT 8* OU MIN FTG wom MIN FFG THICK MIN KEY VDITH MIN KEY DEPTH TRANS, TOP, RETNF IN FIG 0 'CONT BARS IN FTG G)' VERT REINF AT 8" CMU (D *• 'CONT REIIF• IN BOND BEQA S. 0 WN %VALLb ULLUM (SEE NOTE 4 UNDER GENERAL REQUIREMENTS OF GSN) D' -f0" NOT REQ' NOT REQ' NOT REQ'D (1) #4 14 AT dc - (1),#4 I* 0 NOT REO*D- NOT REO'D OT (1) #4 N RbdD #4 AT 48" mc. .(1) #4 3" 4" rl- - 7- O' -IO" NOT Rib"D "(i) #4 14 AT 48" (1) #4 4,4* I._IO 1'-10- 0.-10 V-8" 6,-9, NOT REQ' '(1) 14 14 AT 40"-:o.c. (2).14 4 2' ol 48" b.c. :#4 AT (3) #1 14 AT 48" O.0 (2) 14 5-4 2'-9" 14 AT 48' O.C. .(3).14 14 AT 32". o.c. (2) 14 .14 AT ..48" o.c. (3) .14 01 AT 24',0,Cw (2)14 RIM ROPYCEN,13 I (991EF.I.INA G 9030W dHifYFJ4RVAV15..STIE210 'LAS VEGAS W49129 PH:70-85853 1l PROTO-11 WALL! .PROTO-IITMWALL SYSTEMS -ASC.KlES COURT ATTN: GARY. 01 iCULA, CA 92591 PH#,(951)694-3 V.eROT02.COM. garyottd@rrdtc&( ONLY BE INSTALLED BY APPROVED ANDA 1--- S4.1- J o m rn No. C69616 600/18, c vilgT��� OF 03-07-17 PROT011 STANDARD PLANS WIND EXPOSURE p AT 110 MPH LAQUINTA.4A,. PLAN CHECK 03-07.17. ........ TITLE: TYPICAL DETAILS REV 0 DESCRIPTION DATE RIM ROPYCEN,13 I (991EF.I.INA G 9030W dHifYFJ4RVAV15..STIE210 'LAS VEGAS W49129 PH:70-85853 1l PROTO-11 WALL! .PROTO-IITMWALL SYSTEMS -ASC.KlES COURT ATTN: GARY. 01 iCULA, CA 92591 PH#,(951)694-3 V.eROT02.COM. garyottd@rrdtc&( ONLY BE INSTALLED BY APPROVED ANDA 1--- S4.1- J o m rn No. C69616 600/18, c vilgT��� OF 03-07-17