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BWFE2020-0116Description: GRIFFIN RANCH / 201LF GARDEN WALL AT PL AND SIDE YARDS Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: EXPIRED Applied: 3/17/2020 ECON APPROVED Approved: 3/19/2020 AMA Parcel No: 767790039 Site Address: 54810 CAVALCADE CT LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 200 Issued: 3/19/2020 Online Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $5,000.00 Occupancy Type: Construction Type: Expired: 10/15/2020 JAN No. Buildings: 0 No. Stories: 0 No. Unites: 0 PHONE Details: 201LF OF 6' GARDEN WALL AT NORTH AND WEST PROPERTY LINES AS WELL AS AT NORTH SIDE YARD [PROTO II S1.1, S1.2, S2.1, AND S6.1 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. 2019 CALIFORNIA BUILDING CODES. Printed: Thursday, November 09, 2023 9:34:20 AM 1 of 3 WSYSiEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LENNAR HOMES OF CALIFORNIA INC 980 Montecito Dr. Suite 302 Corona CA 92879 (949)789-1600 carey.adams@lennar.c o m CONTRACTOR LENNAR HOMES OF CALIFORNIA INC 980 Montecito Dr. Suite 302 Corona 1 CA 1 92879 1 (949)789-1600 1 1 carey.adams@lennar.c 1o m OWNER LENNAR HOMES OF CALIFORNIA INC 980 Montecito Dr. Suite 302 Corona CA 92879 (949)789-1600 carey.adams@Lennar.c o m Printed: Thursday, November 09, 2023 9:34:20 AM 1 of 3 WSYSiEMS Printed: Thursday, November 09, 2023 9:34:20 AM 2 of 3 WSYSiEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $48.30 $48.30 3/19/20 WEB4712 CREDIT LENNAR HOMES OF ECON ADDITIONAL 50LF CALIFORNIA INC WALL/FENCE - FIRST LENNAR HOMES OF 101-0000-42404 0 $53.67 $53.67 3/19/20 WEB4712 CREDIT ECON 100LF CALIFORNIA INC WALL/FENCE - FIRST LENNAR HOMES OF 101-0000-42600 0 $67.08 $67.08 3/19/20 WEB4712 CREDIT ECON 100LF PC I I I I I I I I I CALIFORNIA INC Total Paid for BLOCK WALL 2019: $169.05 $169.05 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/19/20 WEB4712 CREDIT LENNAR HOMES OF ECON CALIFORNIA INC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: RECORDS 101-0000-424160 $10.00 $10.00 3/19/20 WEB4712 CREDIT LENNAR HOMES OF ECON MANAGEMENT FEE CALIFORNIA INC Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY 502-0000-436110 $5.00 $5.00 3/19/20 WEB4712 CREDIT LENNAR HOMES OF ECON ENHANCEMENT FEE CALIFORNIA INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $185.05 $185.05 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE - NO FOOTING INSPECTION ON RECORD. FINAL" DCL 10/14/2020 10/14/2020 DISAPPROVE INFORMED SUPERINTENDENT TO FOLLOW D UP WITH INSPECTOR WHO PERFORMED FOOTING INSPECTIONS. Printed: Thursday, November 09, 2023 9:34:20 AM 2 of 3 WSYSiEMS REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE STATUS REMARKS NOTES 1ST BLDG NS - ARMANDO 3/17/2020 3/18/2020 3/19/2020 APPROVED BWFE2020-0116.pdf ETRAKIT (1 DAY) MAGALLON (APPROVED) RnNI) INFnRMATInN Printed: Thursday, November 09, 2023 9:34:20 AM 3 of 3 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/19/2020 ARMANDO MAGALLON SITE PLAN AND DETAILS BWFE2020-0116.pdf 1 (APPROVED) WALL TAKE OFF, DOC 3/17/2020 EtrakitContractor DETAILS AND RIMROCK Lot 200 54-810 1 Cavalacade Court.pdf MEMO Printed: Thursday, November 09, 2023 9:34:20 AM 3 of 3 WSYSiEMS LEGEND OUTSIDE 201 LF OF 6' GARDEN WALL AT NORTH AND WEST PROPERTY LINES AS WELL AS THE NORTH PROPERTY LINE SIDE YARD [PROTO II S1.1, BETWEEN THE BACK OF CURB S1.2, S2.1, AND S6.1 PUBLIC UTILITY EASEMENT SPECIFICATIONS] PRECISION ® CONCRETE BLOCK SHALL BE — — — RIGHT-OF-WAY IR/W) COVERED WITH STUCCO, WATER MAIN PAINT, OR TEXTURED COATING WHERE VISIBLE FROM THE — — — — SEWER MAIN PROPERTY. THE AREA FIRE HYDRANT BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE ® WATER METER LANDSCAPED, HAVE A S SEWER LATERAL SUITABLE PERMANENT IRRIGATION SYSTEM AND BE Length = 201 LF CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE3/19/2020 Byj CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER -_=.-_j w 484 67 2019 CALIFORNIA BUILDING itiv rdz� 478.67 CODES. r� tae TW 486 -TOE TF 479. �t- 9.87' aw 00 LOT 200 N PLAN 7C I FF 478.97 PE 478.3 8 ft :•v. TF 39 49- 61 96' 56 ft CAVALCA E COURT w NOTE: DIMENSIONS SHOWN ARE TO NOTE: PLOT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TITLE REPORT BUILDING FACE AND NOT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. DRY UTILITIES ARE NOT ARCHITECTURAL POP -OUTS SHOWN ON THIS PLAN. MSA CONSULTING, INC, LENNAR / GRIFFIN RANCH OCT. 2019 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING TRACT NO. 32879 : Bob 11200 H Mirage, 9811msaconsultinginccom� 52770 LOT AREA WALL PLAN - LOT 200 18,625 SF LENNAR 980 MONTECITO DRIVE 54-810 Cavalcade Court CORONA, CA 92879 SCALE 1'=30' (951) 817-3663 LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA RIMROCKENGINEERING MEMORANDUM Date: 16 -Jan -20 To: Mario Salazar Company: Proto-II CC: From: Todd Majeroni, PE Project Number: 16-494 Project Name: City of La Quinta Proto-II 2016 CBC Standard Plan Sheets: 5 (Including this sheet) It is our understanding the building official will allow the use of the current approved 2016 CBC Proto-II Standard Plan at the City of La Quinta provided a preliminary analysis has been done to compare the designs to the newly adopted 2019 CBC. Please refer to the attached Basis for Design which demonstrates the Wind Loads and Seismic Loads of the 2019 CBC are less than or equal to the 2016 CBC values. One item that has changed significantly is the R value to be used in seismic design of cantilevered fence walls. Traditionally a value of 3 has been used but the ASCE 7-16 requires an R value of 1.25. This results in a 240% increase of the seismic forces applied to cantilevered fence walls. Because Proto-II walls are less heavy than conventional masonry, wind speeds still control the design. Please refer to the attached revised sheet index for which details may be used from the 2016 CBC Proto-II Standard Plan during the grace period while the standard plan is updated to the 2019 CBC. Please contact our office with any questions or concerns. 9080 W. CHEYENNE AVE., SUITE 1 20, LAS VEGAS, NV 891 29 - PHONE: (702) 838-531 1 - FAX: (702) 838-5339 ON9 z z F 11 No. C69616 P9T FOF CMV �P CAL�F�� 16 -Jan -20 It is our understanding the building official will allow the use of the current approved 2016 CBC Proto-II Standard Plan at the City of La Quinta provided a preliminary analysis has been done to compare the designs to the newly adopted 2019 CBC. Please refer to the attached Basis for Design which demonstrates the Wind Loads and Seismic Loads of the 2019 CBC are less than or equal to the 2016 CBC values. One item that has changed significantly is the R value to be used in seismic design of cantilevered fence walls. Traditionally a value of 3 has been used but the ASCE 7-16 requires an R value of 1.25. This results in a 240% increase of the seismic forces applied to cantilevered fence walls. Because Proto-II walls are less heavy than conventional masonry, wind speeds still control the design. Please refer to the attached revised sheet index for which details may be used from the 2016 CBC Proto-II Standard Plan during the grace period while the standard plan is updated to the 2019 CBC. Please contact our office with any questions or concerns. 9080 W. CHEYENNE AVE., SUITE 1 20, LAS VEGAS, NV 891 29 - PHONE: (702) 838-531 1 - FAX: (702) 838-5339 SHEET INDEX SO.1 SHEET INDEX SO.2 BASIS FOR DESIGN, GENERAL STRUCTURAL NOTES SO.3 GENERAL STRUCTURAL NOTES (CONT), STANDARD ABBREVIATIONS S0.4 TYPICAL DETAILS SO.5 TYPICAL DETAILS S1.1 6'-0" TO 6'-8" 6" CMU FENCE W/ TRENCH FOOTING S1.2 6'-0" TO 6'-8" 6" CMU FENCE W/ DIP FOOTING S1.3 6'-0" TO 6'-8" 6" CMU FENCE W/ PIER FOOTING S1.4 6'-0" TO 6'-8" 6" CMU FENCE W/ SPREAD FOOTING S2.1 7'-4" TO 9'-4" PROTO II 6" CMU FENCE WALL W/ CONT TRENCH FOOTING U.S. PATENTED 5,794,921, & 6,431,797, & 7,188,453, & 6,632,048, 7,454,870, & 7,461,487 , —00 S3.1 1'-4" TO 3'-4" 6" CMU RETAINING WALLS W/ CONT TRENCH FTG & 6' PROTO II 6" CMU FENCE ATOP S3.3 3'-4" TO 4'-0" 8" CMU RETAINING WALLS W/ CONT TRENCH FTG & 6' PROTO II 6" CMU FENCE ATOP S3.4 3'-4" TO 4'-0" 8" CMU RETAINING WALLS W/ NO TOE FTG & 6' PROTO II 6" CMU FENCE ATOP S3.5 3'-4" TO 4'-0" 8" CMU RETAINING WALLS W/ ALL TOE FTG & 6' PROTO II 6" CMU FENCE ATOP S4.1 2'-0" TO 6'-0" 8" CMU RETAINING WALLS W/ NO TOE FOOTING & NO FENCE ATOP S4.2 2'-0" TO 6'-0" 8" CMU RETAINING WALLS W/ ALL TOE FOOTING & NO FENCE ATOP S5.1 6'-0" TO 6'-8" 4" CMU FENCE W/ TRENCH FOOTING S5.2 6'-0" TO 6'-8" 4" CMU FENCE W/ DIP FOOTING S5.3 6'-0" TO 6'-8" 4" CMU FENCE W/ PIER FOOTING S6.2 PROTO II 6" CMU LOW FENCE WALL W/ GLASS OR IRON WALL ATOP PROJECT: PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH LA QUINTA, CA TITLE SHEET INDEX REV # DESCRIPTION DATE �Q PROTO-IITM WALL SYSTEMS DATE: 05-29-18 R I M R O C K E N G I N E E R I N G 3612 CALIFORNIA AVE ATTN: MARIO SALAZAR PROJ No.: STD 9080 W. CHEYENNE AVE., STE 120 LAS VEGAS, NV 89129 LONG BEACH, CA 90807 PH# (562) 477-8529 www.proto2.com msalazar@protoii.com SHEET: 1 J SOI PH: 702-838-5311 U.S. PATENTED 5,794,921, & 6,431,797, & 7,188,453, & 6,632,048, 7,454,870, & 7,461,487 , —00 PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS RIM ROGKENGINEERING Basis for Design Design Code: 2019 CBC Wind Loads (Section 1609 & ASCE 7-16. Ch. 29 Exposure: C Risk Category: II Wind Speed (mph): 97 Dir. Factor (Kd): 0.85 Topo Factor (Kzt): 1.0 elevation (ft): 1 Ground Elevation Factor (Ke): 1.00 Gust Factor (G): 0.85 Ext Press. Coeff. (Cf): 1.4 z (ft): 15 Vel Exp Coeff. (Kz): 0.85 qz (psf): 17.4 Wind Pressure (psf): 20.7 Seismic Loads (Section 1613 & ASCE 7-16 site class: D default: Ss: 1.500 S1: 0.600 Risk Category: II Importance Factor, le: 1 Fa: 1.200 Fv: null -See Section 11.4.8 Sds: 1.200 Sd1: null -See Section 11.4.8 Seismic Design Category: null -See Section 11.4.8 Exceptions of 11.4.8: Y Soils Report Information: company: Refer to General Notes on sheet S0.1 of construction documents report number: date of report: addenda (if any): Soil Design Criteria: level 3:1 slope 2:1 slope active (pcf): 30 40 45 passive at trench ftg (pcf): 100 passive at spread ftg (pcf): 150 max passive (psf): 0 passive depth to ignore (in): 0 passive reduction w/ friction: 0.00 1/3 passive increase for wind/seismic: N allowable soil brg. Press (psf): 1500 Net max allowable soil brg. Press (psf): 0 allowable soil brg. Increase (psf): 0 per ft of width allowable soil brg. Increase (psf): 0 per ft of depth friction: 0.25 friction reduction w/ passive: 0.00 1/3 friction increase for wind/seismic: N Ka: 0.3 soil weight (pcf): 120 fence wall ftg embed (in): 12 retaining wall ftg embed (in): 12 retaining wall height to neglect seismic (ft): 6 Foundation Requirements: Concrete placed at footings: 2500 psi Rebar #3 and smaller conform to ASTM A615 grade 40 min (Fy=40 ksi). Rebar #4 and larger shall conform to ASTM A615 grade 60 (Fy=60 ksi) Project: Proto II Standard Plans - 2016 CBC Project No.: 16-494 Location: City of La Quints Sheet No.: 1 Y 1/15/2020 .7 E wPtlnxir, U.S. Seismic Design Maps La Quinta, CA, USA Latitude, Longitude: 33.6633573, -116.3100095 Indian Wells 74 Cahuilla Hills Santa Rosa and San Jacinto Mountains National... Go gle Pinyon Crest Date Design Code Reference Document Risk Category Site Class La inta OSH PD iii IV Coachella 11l 86 Thermal Vista Santa Rosa Map data 02020 1/15/2020, 8:49:35 AM ASCE?-16 11 D - Default (See Section 11.4.3) Type Value Description SS 1.5 MCER ground motion. (for 0.2 second period) St 0.6 MCER ground motion. (for 1.0s period) SMS 1.8 Site -modified spectral acceleration value SM1 null -See Section 11.4.8 Site -modified spectral acceleration value SIDS 1.2 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second F„ null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.558 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.67 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.622 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.766 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1 RT 0.616 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.687 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.558 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.918 Mapped value of the risk coefficient at short periods CR1 0.897 Mapped value of the risk coefficient at a period of 1 s https://seismicmaps.org 1/2 1/15/2020 U.S. Seismic Design Maps DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website. https:Hseismicmaps.org 2/2 SHEET INDEX SO.1 SHEET INDEX SO.2 BASIS FOR DESIGN, GENERAL STRUCTURAL NOTES SO.3 GENERAL STRUCTURAL NOTES (CONT), STANDARD ABBREVIATIONS S0.4 TYPICAL DETAILS SO.5 TYPICAL DETAILS S1.1 6'-0" TO 6'-8" 6" CMU FENCE W/ TRENCH FOOTING S1.2 6'-0" TO 6'-8" 6" CMU FENCE W/ DIP FOOTING S1.3 6'-0" TO 6'-8" 6" CMU FENCE W/ PIER FOOTING S1.4 6'-0" TO 6'-8" 6" CMU FENCE W/ SPREAD FOOTING S2.1 7'-4" TO 9'-4" PROTO II 6" CMU FENCE WALL W/ CONT TRENCH FOOTING U.S. PATENTED 5,794,921, & 6,431,797, & 7,188,453, & 6,632,048, 7,454,870, & 7,461,487 , —00 S3.1 1'-4" TO 3'-4" 6" CMU RETAINING WALLS W/ CONT TRENCH FTG & 6' PROTO II 6" CMU FENCE ATOP S3.3 3'-4" TO 4'-0" 8" CMU RETAINING WALLS W/ CONT TRENCH FTG & 6' PROTO II 6" CMU FENCE ATOP S3.4 3'-4" TO 4'-0" 8" CMU RETAINING WALLS W/ NO TOE FTG & 6' PROTO II 6" CMU FENCE ATOP S3.5 3'-4" TO 4'-0" 8" CMU RETAINING WALLS W/ ALL TOE FTG & 6' PROTO II 6" CMU FENCE ATOP S4.1 2'-0" TO 6'-0" 8" CMU RETAINING WALLS W/ NO TOE FOOTING & NO FENCE ATOP S4.2 2'-0" TO 6'-0" 8" CMU RETAINING WALLS W/ ALL TOE FOOTING & NO FENCE ATOP S5.1 6'-0" TO 6'-8" 4" CMU FENCE W/ TRENCH FOOTING S5.2 6'-0" TO 6'-8" 4" CMU FENCE W/ DIP FOOTING S5.3 6'-0" TO 6'-8" 4" CMU FENCE W/ PIER FOOTING S6.2 PROTO II 6" CMU LOW FENCE WALL W/ GLASS OR IRON WALL ATOP PROJECT: PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH LA QUINTA, CA TITLE SHEET INDEX REV # DESCRIPTION DATE �Q PROTO-IITM WALL SYSTEMS DATE: 05-29-18 R I M R O C K E N G I N E E R I N G 3612 CALIFORNIA AVE ATTN: MARIO SALAZAR PROJ No.: STD 9080 W. CHEYENNE AVE., STE 120 LAS VEGAS, NV 89129 LONG BEACH, CA 90807 PH# (562) 477-8529 www.proto2.com msalazar@protoii.com SHEET: 1 J SOI PH: 702-838-5311 U.S. PATENTED 5,794,921, & 6,431,797, & 7,188,453, & 6,632,048, 7,454,870, & 7,461,487 , —00 PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS z "a SETBACK ENCH DEPTH AT TOP OF 2:1 SLOPE ETBACK - FACE ADDED DEPTH TO FTG TO TOP OF BOT OF CONT SLOPE TRENCH FTC V-0" MIN 0'-0" 0'-3" MIN 0'-10" IAA][ WALL MIN FTG PT ROD HEIGHT 6" CMU DEPTH SPACING O Z'-2" 6'-0" O.C. 6'-8" 2'-4" EQ EQ 4 o a 2 MIN P HEYiJOTES 1. POST TENSION ROD. REFER TO SCHEDULE FOR SPACING 2. HORIZONTAL JOINT REINFORCING PER GSN. PLACE IN r1RST TWO JOINTS BELOW PLATE WASHER AND 2'-0" C.C.'THERERFTER UNTIL THE TOP OF FOOTING IS REACHED 3. J4 CONT REINF 4, TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 5. 3" MORTAR COVER AROUND COUPLER AND/OR POST TENSIONED ROD AT FIRST COURSE B. AT 6'-8" FFNCF WALL I j 4 VERT AT 48° O.C. WJ S D I OK IN CENTER OF TRENCH FTC. ROTATE R£INF TO MAINTAIN 3" CLR ALL AROUND I�OTE5 A- REFER TO GSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARCED, UNO r� C- PLACE FIRST BLOCK INTO WET CONC TO RECESS 112" MIN, 5'-0" MIN 3/4" MAX TO DAYUGFTf D. SPECIAL INSPECTION AS 8" MIN CONT REQUIRED BY JURISDICTION I FTG �. TYP(CAL 6'-0" & 6'-811 PPOTO-II 6" CMU FENCE W% CONT TRENCH FTG f # DESCRIPT104 DATE: RIMROCKE'ir-, I -EPJmG 9650 W. CHEYENNE AVE., STE 120 LAS VEGAS, NV 89129 PH: 702-53H-5311 PROTC-II WALL NO SCALE - - - RLJI+'.- %G SAFETY DPT. ;.,!D • - , V , ' FOR GOND €RLIG i i0il AV C)ATC- BY PROJECT- PROTO II STANDARD PLANS WINO] EXPOSURE C AT 110 MPH LA QUINTA CA TITLE: TYPICAL DETAILS PROTO-16 WALL SYSTEMS DATE 95-20-18 3612 CALIFORNIA AVE ATTN: MARIO SALAZAR PROJ No,, STO LONG BEACH, CA 90867 PHI 156 -0529 SHEET; www.proto2-cum msalaaar proloil.mm U.S. PATENTEC 5,78,4,921, S 6,431,141, S 7,10.4S3.1 6,M.048, 7,456,876. 6 7,461.407 y� ;YSTEMS MAY ONLY BE INSTALLED BYAPPROVED AND CERTIFIED INSTALLERS SEAL: o � � c� m EXPO. . 630%24 �civ t�- � OF CAo 05-29-18 DIP FTG DEPTN Al MP OF 2:1 SLDPx SETBACK - FACE OF FTG TO TDP Of SLOPE ISN DIP FTG DEPTH 1'-0" MN 2'-4 O'-3' TO O'-11" 3'- C FQ EO r AIA)C WALL MAX DIP PT RDD HEIGHT FOOTING gp TNG '6 CCh1U SPACING 1 6'-0- 10'-0' D.C_ 6'-D" O.C. 19'-0' C,C. 4'-B' O.C. cl SETBACK 4 EO E9 2WN - - a N �� 6 5'-D' MIN TO DAYLIGHT $" hIIN B FTG _ A SECPON TYPICAL 6'-O" & 6'-$" PROTO-II 6" CMU K I. POST [MON ROD. REFER TO SCHEDULE FOR SPACING 2. HORIZONTAL JOINT REINFORCING PER G5N- PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-0' O.C- THERJfTER UNTIL THE TDP OF FOOTINC 1S REACHED 3. #4 CUNT REINF 1'-4 MIN `t 1 `LTJ ■■rl>I��r� W/ DIP FTC �VEQ i uc rION PRCJE�T PROTO it STANDARD PLAINS WIND EXPOSURE C AT 110 MPH LA QUINTA• CA TITLE- TYPICAL DETAILS PRO TO-IITM WALL SYSTEMS C}AT 05-29•18 3612 CAL IFORNIAAVE ATTN. MARI4 5ALAZAR PROJ Na.. STD LONG HEACH, CA 90547 PHM {562] 477•5528 SHEET: S1.2 www praio2mm maale: pmtoii.onm V � �] U9 PUEMLE"0&M.9t1,8&,43i,T97,V.ISSA&I&B,431IMS. TAW.g79, &1;4ti1,iB1 V I L PROTO•II WALL SYSTEMS MAY ONLY 13E INSTALLED BY APPRLWED AND CERTIFIED INSTALI.EHS as 4. TOP OF LEVEL NATURAL GRADE OR COIASPACTED SUBGRADE 5- CONT. CONCRETE SETTING PAD 6, THICKEN CONCRETE SETTING PAD 74 PROVIDE 3' MIN COVER AROUND PT ROD AND NOT, AS REVD WHERE PT ROD DOES NOT ALIGN W] DIP FOOTING 7. UNE OF DIP FTG BEYOND A. TRENCH MAY BE OVER DCAVAFEO AS SHOWN. FILL W/ COMPACTED FILL PER GSN OR CONCRETE 9. VERTICAL AENF W STD HOOK Ai DIP FOOTINGS FOR WALLS OVER 6'-0- HIGH, USE (1) 14 IN CENTER 4` DIP 10. 3" MORTAR COVER AROUND COUPLER AND OR POST TENSIONED WD AT FIR COURSE go A, REFER TO GSN AND TYPICAL DETAILS FOR ADDITIONAL RFQUIRFAIENTS AND ITEMS SHD% BUT NOT NOTED 8. WALL SHALL 40T 8E USED AS A FLOOD WALL OR OTHERMSE SURWRGED. UNO C. PLACE FIRST BLOCK INTO WLT CONC TU RECESS 1/2" MiN, 3/4` MM D. SPECIAL INSPF_CiIDN kS REOUIRED BY JURI5D!C110N E, NO COLD JOINTS ALLOWED IN Glp FOOTING F. POST TENSION ROD SPACING DOES NOT NEED TO LINE UP W/ DIP SEAL: No. C69616 b * EXP. 6/30/20 Cl U I L �yti OF CAU� 05-29-18 MAX WALL MIN FTG 6„ VERT REINF AT G" CONVENTIONAL 6" PROTO II PT ROD HEIGHT DEPTH CONVENTIONAL CMU HEIGHT SPA INC 5" CMU 2 MIN CMU HEIGHT W 2. 7'-4" 2'-6° 2'41 #4 AT 40" O.C. 5'-4' 1 7'-4" O.C. 8'-C" 2'-8" 2'-D" 14 AT 32' O.C. 6'-0" 6'-O" O.C. 8'-S" 2'-9' 2•-8" #4 AT 24" O.C. 6'-C" 6' -OI" O.C. 314" 14 AT 24" O.C. 6'-O" 6'-0" O.C. 5� TRENCH DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FTG TO TOP OF SLOPE ADDED DEPTH TO AOT OF CONT TRENCH FTG 2'-0" MIN 0'•-O" 0'-3" MIN I' -D` 5"4" MIN TO DAYLIGHT 8' LMINCONT FTG -4" TO 9'-4" PROTO-II 6" CML FENCE OVIE 1)R 004�_� UGTIOI l KEYNOTES ' 1,, -'ITC I, REBAR REINF. REFER TO SCHEDULE FOR SPACING. EXTEND REINF CONT FROM (OOT OF FOOTING TO TOP OF CONVENTIONAL CMM, AS SHOWN 2. POST TENSION ROD. REFER TO SCHEDULE FOR SPACING, EXTEND ROD TO EMBED INTO FOOTING AS SHOWN. RODS NOT TO OCCUR IN SAME CELL AS CONVENTIONAL REINF. ONLY GROUT CELLS W/ CONVENTIONAL REINF WIIN CONVENTIONAL CMU HEGHT 3- HORIZONTAL JOINT REINFORCING PER GSN, PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-0" O.C- THEREAFTER UNTIL THE TDP OF CONVENTIONAL CMU IS REACHED 4. #4 CONT REINF TOP & BOT 5. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 6. �I3 CONT IN 8" MIN SOLID GROUTED @OND BEAM 7- 3" MORTAR COVER AROUND POST TENSIONED ROD AT FIRST COURSE NOTES A- REFER TO CSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARGED, UNO C. PLACE FIRST BLOCK INTO WET CONC TO RECESS 1/2" MIN, 3/4" MAX D. CONVENTIONAL MASONRY DESIGNED TO FULL -STRESSES. SPECIAL INSPECTION OF MASONRY AS REQUIRED BY JURISDICTION SEAL: SETBACK a a EO F w EQ z 5 w a 4 a 2 MIN W DESCRIPTION DAT E PROTO-1ITM WALL SYSTEMS II 11 z yiC CALIFORNIA AVE ATTN: MARI O SALAZAFt p 9080 W. CHEYENNE AVE., STE i20 LAS VEGAS, NV 89129 1 SHEET: S2. 1 PH: ia2-38-6311 7,dB7 11-5-PATEtrrEn 5.798,921.A6,731,797, 8 7,188,-153, & 6,632,W, 7,454,870, &A81 L I MOTO.11 WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED ANE) CERTIFIED INSTALLERS s 5"4" MIN TO DAYLIGHT 8' LMINCONT FTG -4" TO 9'-4" PROTO-II 6" CML FENCE OVIE 1)R 004�_� UGTIOI l KEYNOTES ' 1,, -'ITC I, REBAR REINF. REFER TO SCHEDULE FOR SPACING. EXTEND REINF CONT FROM (OOT OF FOOTING TO TOP OF CONVENTIONAL CMM, AS SHOWN 2. POST TENSION ROD. REFER TO SCHEDULE FOR SPACING, EXTEND ROD TO EMBED INTO FOOTING AS SHOWN. RODS NOT TO OCCUR IN SAME CELL AS CONVENTIONAL REINF. ONLY GROUT CELLS W/ CONVENTIONAL REINF WIIN CONVENTIONAL CMU HEGHT 3- HORIZONTAL JOINT REINFORCING PER GSN, PLACE IN FIRST TWO JOINTS BELOW PLATE WASHER AND 2'-0" O.C- THEREAFTER UNTIL THE TDP OF CONVENTIONAL CMU IS REACHED 4. #4 CONT REINF TOP & BOT 5. TOP OF LEVEL NATURAL GRADE OR COMPACTED SUBGRADE 6. �I3 CONT IN 8" MIN SOLID GROUTED @OND BEAM 7- 3" MORTAR COVER AROUND POST TENSIONED ROD AT FIRST COURSE NOTES A- REFER TO CSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. WALL SHALL NOT BE USED AS A FLOOD WALL OR OTHERWISE SURCHARGED, UNO C. PLACE FIRST BLOCK INTO WET CONC TO RECESS 1/2" MIN, 3/4" MAX D. CONVENTIONAL MASONRY DESIGNED TO FULL -STRESSES. SPECIAL INSPECTION OF MASONRY AS REQUIRED BY JURISDICTION SEAL: By m rrt EXP. 6,3U� 0 Cf V I\- �y�Q S OF OAO 05-29-18 PROJECT: PROTO 11 STANDARD PLANS WINE) EXPOSURE C AT 11D MPH LA QUINTA CA TITLE: TYPICAL DETAILS W DESCRIPTION DAT E PROTO-1ITM WALL SYSTEMS DATE: 06.29-18 Q I m R 0 CIC E ,�i G 1M F ;_ ? I M L:]3812 CALIFORNIA AVE ATTN: MARI O SALAZAFt PROJ Na.: STD 9080 W. CHEYENNE AVE., STE i20 LAS VEGAS, NV 89129 LONG BEACH, CA 90807 PH# {562}477 8529 ' •pmto2.com msslaxar protoii.com SHEET: S2. 1 PH: ia2-38-6311 7,dB7 11-5-PATEtrrEn 5.798,921.A6,731,797, 8 7,188,-153, & 6,632,W, 7,454,870, &A81 L I MOTO.11 WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED ANE) CERTIFIED INSTALLERS By m rrt EXP. 6,3U� 0 Cf V I\- �y�Q S OF OAO 05-29-18 a 0 KEYN 1ES 2, PROVIDE 14 HOW AT 16' O.C. EACH KY. AT BOT OF FOOTING 3. EDGE OF PUASTER FOOTING 4. 4 VERT RAR 1N EACH CORNER U. AS 5HOWN 5, 3 CLOSED TIES AT TOP AND AT 8' Olt- MAX. PROVIDE 2" MIN GROUT COVER ALL AROUND 6. CMU FENCE WALL, PER APPLICABLE WALL SECTION OETNL. AS OCCURS KE'YNOTE'S OW 7. PROVIDE VERTICAL EXPANSION JOINTS IN FENCE MALLS PER GSN 8- NON-STRUCTURAL DECORATNE CAP/RAISED PATTERN AS OCCURS PER ARCH. WEIGHT NOT TO EXCEED 2Q0 LBS 9- PROMO[ VERT DOWEL IN CELL ADJACENI TO PILASTER PER VERT REINFORCIRG REQUIREMENTS OF APPLICABLE WALL SECTION DETAIL 11. STONE VENEER AND ATTACOMENT RY OTHERS (IO P5F MM) TYPICAL 8" CMI PILASTER NO SCALE -- ' L Ain - F011 n -F011 C;i)i`4I l i iUtf i Iv PROTO II STANDARD PLANS WIND EXPOSURE C AT 110 MPH LA QUINTA CA TYPICAL DETAILS ]NOTES A. REFER TO CSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SI IOWN BUT NOT NOTED B. WIT SET IsL COURSE INTO FFG !� MIN C. PILASTER MAY RETAIN UP TO 6' 0' 6W( GF SOIL PROVIDED PILASTER FOOTING/CMU ALONG RETAINED FACE MATCHES MIN STRUCTLRAI. REOUREMENTS OF APPUCAK RETAINING WALL DETAIL su DIMENSION a iAAX PILASTER HEIGHT 8" CMU TOE DIMENSION 1'-4" SQ 7'-4" 0'-9" SO 8'-8` O'-10" 1'4' SO IQ' C. f' -O" 1'-4" SO 12'-0' 1'-211 2'-0" SO 7'-4` 0'-6" 2'-0" SO 8'4' 0'-8" 2'-0" 50 ID' -0" 0'-10" 2'-D' SQ 12'-0" 1'-0" VARIES { I � i TYf' 7 FA -1 PILASTER PILAN VIEW TYP PROJECT TITLE 91 OFSCRIPTIGN I DLA 1F PROTO-16 WALL SYSTEMS DATE. 05-29.19 RIM ROCK r�i�� ' � i 3612 CALIFORNIA AVE ATTN: MAW) SALAZAR PHOJ Na.: ST=7 9060 W. CHEYEANNE AVE., STE I;o LONG BEACH, CA 90807 PHU 156477.028 SHEET: LAS VEGAS, NV 69129 www.proloZ'o" MOOR ar proluii corn PH' 4 PH 7q2-8365311 usr'uTElrr613,1sr.�I,aGxas.rar,a?.IMus.&8,632,041, r.454.01R&;,46%481]� y]U I PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS