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BWFE2021-0325Permit Details PERMIT NUMBER City of La Quints BWFE2021-0325 Description: DISCOVERY/308LF OF 6' GARDEN AND 2' RETAINING WALL AT P/L . Type: WALL/FENCE (WEB) Subtype: Status: FINALED Applied: 11/17/2021 ECON Approved: 11/29/2021 JAN Issued: 11/30/2021 AHI Finaled: 5/4/2023 JAN Expired: Parcel No: 767670005 Site Address: 52435 ROSS AVE LA QUINTA,CA 92253 Subdivision: TR 33076-1 Block: Lot: 9 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $40,000.00 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: DISCOVERY/308LF OF 6' GARDEN WALL AND 200LF OF 2' RETAINING WALL AT NORTH, EAST AND SOUTH PROPERTY LINES.[PROTO II AND ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. 520 ii Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL SITES ■ ; • 1 • I CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JULIO ANAYA 11/29/2021 11/29/2021 INFORMED APPLICANT PERMIT IS APPROVED AND READY FOR ISSUNACE. PLAN CHECK/PERMIT EXTENSION AJ ORTEGA 4/26/2023 4/26/2023 PERMIT EXTENSION GRANTED FOR 180-DAYS UNTIL OCTOBER 23, 2023, ANY FURTHER REQUESTS FOR EXTENSION WILL REQUIRE FEE ASSESSMENT. J CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT DISCOVERY BUILDERS CALIFORNIA INC dba DBCA INC 14605 N 73RD STREET SCOTTSDALE AZ 85260 (480)624-5200 tjenkins@discoverybuil dersllc.com CONTRACTOR DISCOVERY BUILDERS CALIFORNIA INC dba DBCA INC 14605 N 73RD STREET SCOTTSDALE AZ 85260 (480)624-5200 tjenkins@discoverybuil dersllc.com Printed: Thursday, July 06, 2023 4:13:22 PM 1 of 4 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quints BWFE2021-0325 CONTACTS NAME TYPE NAME ADDRESS1 CITY I STATE I ZIP I PHONE IMIM EMAIL OWNER COME BACK ONE YEAR 53370 ROSS LA QUINTA CA 92253 (480)624-5200 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY RETAINING/COMBINATI ON WALL EA 5OLF 101-0000-42404 0 $66.68 $66.68 11/30/21 WEB10012 633933068 CREDIT 19 915336 ECON WALL/FENCE EA ADDITIONAL 5OLF 101-0000-42404 0 $83.35 $83.35 11/30/21 WEB10012 633933068 CREDIT 19 915336 ECON WALL/FENCE FIRST 100LF 101-0000-42404 0 $55.58 $55.58 11/30/21 WEB10012 633933068 CREDIT 19 915336 ECON WALL/FENCE FIRST 100LF PC 101-0000-42600 0 $69.47 $69.47 11/30/21 WEB10012 633933068 CREDIT 19 915336 ECON Total Paid for BLOCK WALL 2021: $275.08 $275.08 BSAS 5B1473 FEE 101-0000-20306 0 $2.00 $2.00 11/30/21 WEB10012 6339 93068 CREDIT 1Total 915336 ECON Paid for BUILDING STANDARDS ADMINISTRATION $2.00 BSA: $2.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 11/30/21 WEB10012 633933068 CREDIT 19 915336 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 11/30/21 WEB10012 633933068 CREDIT 19 915336 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $293.08 $293.08 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES Printed: Thursday, July 06, 2023 4:13:22 PM 2 of 4 CRWSYSTEMS Permit Details City of La Quinta PERMIT NUMBER BWFE2021-0325 111 FOOTINGS JAN 1/25/2022 1/25/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 1/24/2022 3:56 PM DISCOVERY BUILDERS CALIFORNIA INC dba DBCA INC Contact Name: DISCOVERY BUILDERS CALIFORNIA INC dba DBCA INC Site Address: 52435 ROSS AVE Phone: 7604854010 e-Mail: eaguilar@discoverybuildersllc.com -NORTH PL AND TRASH ENCLOSURE AT EAST PL, PARTIAL RE INSPECTION FEE OF 83.53 ASSESSED FINAL** JAN 4/28/2023 5/4/2023 APPROVED eTRAKiT Inspection Request 4/26/2023 4:28 PM DISCOVERY BUILDERS CALIFORNIA INC dba DBCA INC Contact Name: DISCOVERY BUILDERS CALIFORNIA INC dba DBCA INC Site Address: 52435 ROSS AVE Phone: 7604854010 e-Mail: eaguilar@discoverybuildersllc.com FINAL** DCL 5/4/2023 5/4/2023 DISAPPROVE D eTRAKiT Inspection Request 5/3/2023 3:42 PM DISCOVERY BUILDERS CALIFORNIA INC DBA DBCA INC Contact Name: DISCOVERY BUILDERS CALIFORNIA INC DBA DBCA INC Site Address: 52435 ROSS AVE Phone: 4806245200 e-Mail: tjenkins@discoverybuildersllc.com - FOOTING AND BOND BEAM INSPECTIONS MISSING FOR SCOPE OF WORK. PARENT PROJECTS REVIEWS Printed: Thursday, July 06, 2023 4:13:22 PM 3 of 4 CRWSYSTE S Permit Details '111.111111 City of La Quints REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS . NOTES 1ST BLDG NS ETRAKIT (1 DAY) JULIO ANAYA 11/17/2021 11/18/2021 11/29/2021 APPROVED BOND INFORMATION ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/17/2021 Etrakit Contractor WALL DETAIIL (APPROVED) LOT 9A BLOCK WALL SPECS. 11 17 2021.pdf 1 DOC 11/17/2021 Etrakit Contractor 1ST SUBMITTAL SITE PLAN LOT 9A - BLOCK WALLS 11.17.2021.pdf 1 DOC 11/29/2021 JULIO ANAYA SITE PLAN (APPROVED) BWFE2021-0325 - SITE PLAN (APPROVED).pdf 1 Printed: Thursday, July 06, 2023 4:13:22 PM 4 of 4 CRWSYSTEMS e414 BLOCK CO., INC. Since Ie4s ANGELUS BLOCK MASONRY FENCE WALL SYSTEM CRITERIA PER 2010 CBC I TOWABLE SOIL BEAWNG PRESSURE • 1500ps1 CAE SOIL PASSIVE PRESSURE • 150pd it FFiGENT OFFRICTION • 025. COHESION • Ous1 COMPRESSI RENGTH.I'm • 1500ps1. SPECIAL INSPECTION NOTREQUIRED PER CBC SECTION 1704-2. EXCEPTION 2, IT OCCUPANCYUSER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR 1 IE PROJECT SPECIFIC SITE THIS DESIGN IS BASED ON SEISMIC PARAMETERS AS FOLLOWS S' , 214p SITE SPECIFIC PARAMETERS ARE TO BE INVESTIGATED PRIOR TO COMMENCEMENT OF WORK_ FOR Ss GREATER THAN WHAT IS SHOWN, THIS DESIGN SHALL REQUIRE FURTHER ENGINEERING. 1' GRADE so.ING STEEL PROVIDE SPLICELS (LAPS) OF 48 BAR DIAMETERS OR E DEFORMED AND CONFORM TO 24; NCI -IFS. WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. NOT USED 3, STRENGTH OF CONCRETE FOR FOOTINGS • 2500ps1 28 DAYS. UNLESS OTHERIMSE REQUIRED BY SOILS REPORT, 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C00. ANGELUS BLOCK PRECISION. SPLIT FACE, BURNISHED. OR SHOTBLAST, WITH OR IMTHOUT MORTARLESS IlEAD JOINTS (TONGUE•ANO-GROOVE). OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED- NO SUBSTITUTIONS. 5. MORTAR SHALL BE SPEC MIX TYPES PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E•Z MIX INC.. CONFORMING TO ASTM C270. OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E-2 MIX INC.. CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270, NO SUBSTITUTIONS 8. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP. AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000p11. 7. FIRST COURSE MAY BE WETSET 1 1/2 INCHES MAX. IMIILE CONCRETE IS PLASTIC 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 8. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40-0'a.c., OR 20'-0'c.c. IF WALL- IS TO BE STUCCO COATED OR MORTAR WASHED 10. NOT USED 11 INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12, FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK -OUT DETAILS SEE DETAIL SHEET S.5.1. LOADING', 1 SEISMIC. 5% DAMPING @ 1 SECOND ACCELERATION Cs•0.33VN. This detail is designed exclusively Tor Angelus Block Co., Inc. concrete masonry units and E-Z Mix Inc. products es specified heroin. No substitutions allowed. GSE GHANIM STRUCTURAL -- --- ENGINEERING 1991 CISITASAVE, AASAD M CA 91103 T:323.194.3209 • rww.phanim6Ecom 7 to 6' High Retaining Wall Level Backfill 8' Wide CMU OPTIONAL WALL CAP 'X' BARS PER SCHEDULE i4 HORI2. 024"o.c 8' WIDE (NOM.) CMU FULLY GROUTED 'X' BARS PER SCHEDULE LAP 24' M1N. wl 1 C.F. OF ),- GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC -SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL F.G. WET -SET FIRST COURSE e4 CONT. 12-o.c. 2 - e4 CONT. CONT. CONC. FTG. CONC KEY ALIGN WI FACE OF WALL 'Y BARS PER SCHEDULE MASONRY RETAINING WALL SCHLUULt; 'H' 'X' OARS 'Y BARS 'B' MIN. 'C' MIN 'D. 2'-0- #4032'o.c. NIA 1'-5* N/A NIA r 12'-8' 14©32'o.c NIA 1'-10r O'-3' 0-6' 3'-4 I4©32'o.c N/A 1-11' O' 6 V-9' 4'-0' 04632`o.c. NIA 2-5• a'8' 0'-g• 4'-8 $141123ro.c NA 2'-t 1' O'er' p'.g- 5'-4' 04©24'o.c NIA 3'-3' 1'-1" 1'-0" ` 6-0' 141@ Wax, V4g9'o.c. 4'-0' , 1'-0' 1'-0 DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION BACKFILL- INELL GRADED, CLEAN SANDS OR GRAVEL OR COMBINATION USC• GW.GP OR SW.SP *OUTSIDE FACE OF BLOCK TO 1L OF VERT APPROVED '8' MIN. PER SCHEDULE DATE SIGNED 3-2 2020 6" (6-0' TO 6'-81 PROTO II - EXPOSURE C - DIP FOOTING DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. SEE SHEET B, C, D, AND E PRIOR TO START OF CONSTRUCTION. 4. FOR INTERMEDIATE HEIGHTS NOT SHOWN ON SCHEDULES, USE THE NEXT HIGHEST WALL HEIGHT. 6" 'H' MAX PER SCHEDUL z CAP AND BLOCK PER SHEET C. STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL — SIZE PER SHEET C. NO COLD JOINTS PERMITTED BETWEEN DIP AND SETTING PAD. HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BELOW. POST TENSION (PT) ROD SEE SHEET B FOR ROD SPECS — CENTER IN WALL PROTO II FENCE WALL. a z VERTICAL FOOTING REINFORCING AT 6'--8" FENCE, USE 1 #4 IN CENTER OF DIP. 3" MORTAR COVER AROUND COUPLER AND/OR POST TENSION ROD. FINISHED GRADE. #4 CONTINUOUS AT HOOK. CONT. CONCRETE SETTING PAD — SEE SHEET D. 5'—O" TO DAYLIGHT MIN. UNE OF DIP FOOTING BEYOND. CARUSO TURLEY SCOTT INC. www.ctsoz.com S 4 PISPOP ui FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE BLOCK AT SWALE AT GRADE. PROTO II FENCE WALL. 6" STD HOOK. POST TENSION (PT) ROD SEE SHEET B. CONCRETE DIP FOOTING. DIP MAY BE OVER EXCAVATED AS SHOWN — FILL WITH COMPACTED FILL OR CONCRETE. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE0613012020 BY 3 F NOTE: THIS DETAIL NOT TO BE USED WITHIN 50" OF TOP OF SLOPE. FENCE WALL SCHEDULE AT LEVEL SOIL 'H' MAX DESIGN WIND EXP/MPH PT ROD SPACING DIP SPACING 6'-0" C AT 110 5'-4" 8'-10" 6'_8" C AT 110 4'-0" 7'-1" PROTO II STANDARDS LA QUINTA, CA PROTO-II TM WALL SYSTEMS WWW.PROTO2.COM 3612 CAUFORNIA AVE LONG BEACH, CA 90807 ATTN: MARIO SALAZAR PIt (562) 477-8529 - msalazarf;protoii.com (MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS) 4'. 6", A1W B' 1WL1C POST-TERSIONED MASONRY WALLS no scale THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION CR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED Eld WRITTEN SIGNATURE. GENERAL STRUCTURAL NOTES PER 2019 CBC 1. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL VERIFY THROUGH GEOTECHNICAL ENGINEER THAT SITE SOILS CONDITIONS MEET OR EXCEED SOIL VALUES SHOWN ON SHEET A. DRAWINGS TO BE UTILIZED FOR SINGLE RESIDENCES ONLY — SITE SPECIFIC DESIGN REQUIRED FOR LARGER PROJECTS. 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 SUPPORTING FOUNDATIONS SHALL BE NON —EXPANSIVE WITH NO STANDING WATER DURING FOUNDATION PLACEMENT. USE CONCRETE WITH A MINIMUM STRENGTH OF 2,500 PSI, TYPE II CEMENT. USE ASTM C150 TYPE V CEMENT WHERE REQUIRED BY OWNER, SOILS ENGINEER, OR WHERE FOUNDATIONS ARE IN CONTACT WITH SOILS CONTAINING SOLUBLE SULFATES GREATER THAN 0.20X. ALL ADDITIONAL REQUIREMENTS NOTED IN THE GEOTECHNICAL REPORT FOR CONCRETE SHALL BE ADHERED TO BY PROTO II INSTALLER. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL CURE A MINIMUM OF 24 HOURS PRIOR TO TENSIONING. 5. LAP REINFORCING STEEL: LAP = 26" FOR #4 BARS AND 40" FOR #5 BARS IN MASONRY, AND 32" FOR #4 BARS AND 39" FOR #5 BARS IN CONCRETE. 6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN. BLOCK SHALL BE A MIN OF 7 DAYS OLD PRIOR TO ROD TENSIONING. STANDARD HEAD AND BED JOINT BLOCKS WITH MORTAR SHALL BE USED AT ALL RETAINING CONDITIONS. AT NON —RETAINING CONDITIONS INTERLOCKING BLOCKS MAY BE USED. REPEATED EVENTS OF EXCESSIVE MOISTURE AND DESTRUCTIVE CHEMICALS IN THE SOIL ARE NOT ADDRESSED IN THIS DESIGN AND, IF PRESENT, ARE LEFT TO OTHERS TO MITIGATE. 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 A615; 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 ASTM A592 (65 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. SEE SHEET D. 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. 011 CARUSO TURLEY SCOTT -A' INC. www.ctsaz.com CONTINUES ON SHEET S1.2-B.2 PROTO II STANDARDS LA QUINTA, CA PROTO-II Th WALL SYSTEMS WWW.PROT02.COM 3612 CALIFORNIA AVE LONG REACH. CA 90807 ATTN: MARIO SALAZAR PH# (562) 477--5529 — msalazarlaprotaii.com (aAY ONLY BE INSTALLED DY APPROVED ANO OERBFIED INSTALLERS) 4', Er, AND a' WICK POST -TENSIONED MASONRY WALLS no scale JOB NUMBER 19-0115-3150B TRACKING # 17--115-2325 DATE 5/7/2020 PACKAGE S1.2 THESE DRAWINGSTALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED MTh. WRITTEN SIGNATURE. GENERAL STRUCTURAL NOTES (CONT) PER 2019 CBC 17. POST TENSION ROD SPACING IS INDEPENDENT OF DIP SPACING. TOLERANCE FOR DIP SPACING IS t12" BUT THE NUMBER OF FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. POST TENSION ROD SPACING TOLERANCE IS t8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAIN THE SAME. 18. SEISMIC DESIGN CRITERIA: Ss=1.794, S1=0.749 SOIL CLASS=D (ASSUMED), RISK CATEGORY II. 19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDES: FOOTING STEEL LOCATION AT GRADE, AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL SPECIAL INSPECTION AS REQUIRED BY JURISDICTION. 20. DESIGNS ARE BASED ON A RISK CATEGORY II STRUCTURE, OCCUPANCY U. 21. SOIL ADJACENT TO FOUNDATIONS SHALL BE PROTECTED FROM EROSION, FISSURES, SCOUR, STANDING/POOLING WATER, BURROWING ANIMALS, AND TREES/TREE ROOTS. FINISHED GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM WALL AT A MINIMUM GRADIENT OF 2%. PROTECTION OF SOILS ADJACENT TO FOUNDATIONS SHALL BE PROVIDED AND MAINTAINED BY OWNER. CARUSO TURLEY SCOTT INC. www.ctsaz.com PROTO II STANDARDS LA QUINTA, CA OPON did »»; PROTO-II TM WALL SYSTEMS WWW.PROTO2.COM 3612 CALIFORNIA AVE LONG REACH, CA 90807 ATTN: MARiO SALA2AR PH# (562) 477-8529 — msalazarcprotoii.com (MAY ONLY BE INSTALLED BY APPROVED AND CERTEFIED INSTALLERS) 4', 8-, AW) C TWO( POST -TENSIONED I1AS(M8(Y WALLS no scale JOB NUMBER 19-0115--31508 TRACKING # 17-115-2325 DRAWN SAD DATE ENGR 5/7/2020 JAD PACKAGE S1.2 THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PREUMINARY —NOT FOR CONSTRICTION OR RECORDING UNLESS THE STRUCTURAL ENI2NEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. TOP OF PROTO II WALL (3) (4) } /!!/ PLAN 01 CARUSO TURLEY SCOTT INC . www.ctsoz.com KEY NOTES: 1. POST TENSION ROD. 2. NUT. 3. DIRECT TENSION INDICATOR (DTI). 4. BEARING TOP PLATE. 5. COLLAPSIBLE TABS. 6. MINIMUM TENSION TO BE 6,000 LBS LOAD AND CONFIRMED BY ONE OF TWO METHODS PER NOTES 'B' do 'C' BELOW. 7. AFTER TENSION INSPECTION, PLACE MORTAR MOUND OVER THE TOP OF ROD/PLATE/NUT LOCATION BLOCK. B. OPTIONAL CAP BLOCK. 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 II:1 /4'x2 1 /2'x6' C. 6' PROTO II:1 /4'x4 1 /2'x6' D. 6' SLUMP PROTO II:1 /4`x4'x6` E. 8' PROTO II: 1 /4'x6 1 /2'x8' F. 8' SLUMP PROTO II: 1/4'x6 3/4'x6' STEEL PLATES TO BE PLACED AT THE EDGE OF THE CELL SO THAT THE PLATE BEARS FULLY ON THREE SIDES. 12. D0 NOT USE BOND BEAM BLOCK AT BEARING PLATE LOCATIONS. NOTES. A. PROTO II DTI TO BE USED AT EACH TENSION ROO. 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 CAIJBRATED 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 Dll METHOD TO CONFIRM THE DT1 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. PROTO II STANDARDS LA QUINTA, CA PROTO-II TY WALL SYSTEMS WWW.PR0T02.COM 3612 CAUFORNIA AVE LONG BEACH, CA 90807 ATTN: MARIO SALAZAR PH/ (562) 477—&529 — msalozorOprotoiLcom NAY ONLY RE RIVAL= BY APPROVED AND CERO Ei1 INSTALLERS) C, e', AM e' T)*Lx Post-7EH9alm NASOfRY WALLS no scale JOB NUMBER 19-0115-3150B DATE 5/7/2020 PACKAGE S1.2 ENGR JAD THESE DRAWS CALCULATIONS ARE CONSSDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING. UNLESS THE STRUCTURAL ENGINEER Cf RECORD'S SEAL IS AFFIXED lib. I ITIEN SIGNATURE END OF WALL / CONTROL JOINT IN PHOTO II WALL PROTO II FENCE WALL. POST -TENSION ROD. POST -TENSIONED ROD SPACING PER SCHEDULE BUT NOT TO EXCEED 4'-8' MAX. POST -TENSION ROD. PROTO II FENCE WALL. CARUSO P. , ,, TURLEY 11ISCOTT •-� INC. a^ www.ctsoz.com ` 12" #4 REINFORCING WITH 6' HOOK. EMBED MIN 6' INTO FOOTING. FILL REINFORCING CELLS WITH GROUT OR 8' HIGH MORTAR LIFTS. NOTE: - FOR CONVENTIONAL MASONRY, MATCH WALL REINFORCING. - AT CONTROL JOINT PROVIDE CLEAN VERTICAL BREAK OF ALL MATERIALS. PROTO II STANDARDS LA QUINTA, CA PPPPPP vivluntnoirA PROTO-II TL WALL SYSTEMS WWW.PROTO2.COM 3612 CALIFORNIA AVE LONG BEACH, CA 90807 ATTN: MARIO SALAZAR PH# (562) 477-8529 - msaIczar®protoii.com (MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS) 4', 6', AM B THM7f POST—TEN9alf9 MASONRY WALLS no scale JOB NUMBER 19-0115-3150B TRACKING # 17-115-2325 DATE 5/7/2020 PACKAGE S1.2 THESE DRAG NGS CALCULATIONS ARE CONSIDERED RREUMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED MITI, WRITI N SIGNATURE. FOOTING ELEVATION AT POST TENSION ROD PROTO II FENCE WALL • THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT AND NUT. 7/16" DIA POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL. THICKENED FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT AND NUT. 0 ELEVATION 0 SECTION CARUSO TURLEY )SCOTT i INC. www.ctsaz.corn 4 • PPPPW OPAP a�aaad 3' MORTAR COVER AROUND COUPLER AND/OR POST TENSION ROD. CONCRETE SETTING PAD. 7/16' DIA POST TENSION RODS (PT) SEE SHEET B CENTER IN WALL. PROTO II STANDARDS LA QUINTA, CA PROTO-II TM WALL SYSTEMS WWW.PROT02.COM 3612 CALIFORNIA AVE LONG BEACH, CA 90807 ATTN: MARIO SALAZAR PH,, (562) 477—B529 — msalozarg2rotoii.com (MAY ONLY 6E FNS1A1.LE1) BY APPpov€U ANO cFxanEJ 1NSTAWRS) 4'. E'. NC B' TWO( POST 1Q190MED MASONRY WALLS no scale JOB NUMBER 19-0115-3150B TRACKING # 17-115-2325 DATE 5/7/2020 PACKAGE S1.2 THESE DRAWINCS/CALCULATIONS ARE CONSIDERED PREUMINARY -NO1 FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFU(E) WRITTEN SIGNATURE. 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