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BWFE2023-1105DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: BUILDING PERMIT Ottigta CALIFORNIA Wall / Fence BWFE2023-1105 59315 ALMERIA 764691067 L 113 MB 469/18 TR 31681-3 AMEND #4 GC, RL, 113 $15,000.00 Declaration / Acknowledgement Owner: Nolan Sparks PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 12/07/2023 ISSUED DATE: 12/13/2023 Applicant: Nolan Sparks 81570 Carboneras, La Quinta, CA 92253 Contractor: Nolan Sparks / 288130 81570 Carboneras, La Quinta, CA 92253 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, 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 provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 12/13/23 11:41 pm Page 1 of 3 BUILDING PERMIT Permit Type: Permit Number: Property Address: Wall / Fence BWFE2023-1105 59315 ALMERIA Use of Permit 309LF OF 6' GARDEN WALL AT NORTH AND SOUTH PROPERTY LINES. [ANGELUS SPECIFICATIONS] 2022 CALIFORNIA BUILDING CODES. Construction Details Garden Wall Linear F000tage Engineering2 Number of Receptacle/Light(s) City Limits Lot Size 309 Angelus Block Company (Attach Detail) 0 Within La Quinta Limits 1559.98 Engineering Total Block Wall LF Zoning Angelus Block Company (Attach Detail) 309 GC, RL Subdivision Name TR 31681-3 AMEND #4 Centerlines 95558, 95557 Combination Retaining 0 Wall Linear Footage Other fence Linear 0 Footage General Plan Lot Number Legal Description OS-R, LDR 113 L 113 MB 469/18 TR 31681-3 AMEND #4 Valuation Details Financial Information Invoice No. INV-00003082 Fee Block Wall - Each Additional 50 LF Technology Enhancement Fee Block Wall - First 100 LF PC Digital Archiving and Records Management Fee - OTC Building Standards Administration Credit Card Convenience Fee Block Wall - First 100 LF Total for Invoice INV-00003082 Fee Amount Amount Paid $91.55 $91.55 $8.00 $8.00 $76.28 $76.28 $12.00 $12.00 $1.00 $1.00 $5.75 $5.75 $61.02 $61.02 $255.60 $255.60 Grand Total for Permit $255.60 $255.60 Workflow / Inspections Workflow Step / Action Name Plan Check v.1 Building Review (1 Day) v.1 Action Type Receive Submittal Start Date End Date 12/08/2023 0:00 12/13/2023 14:00 12/08/2023 0:00 12/13/2023 14:00 Permit Issuance v.1 Contractor / Owner -Builder Information v.1 Verify & Invoice Fees v.1 Ready to Issue v.1 Verify Fee Payment & Issue Permit v.1 Print, Attach, and Email Building Permit v.1 Generic Action Generic Action Generic Action Generic Action Create Report 12/13/2023 14:01 12/13/2023 15:41 12/13/2023 14:01 12/13/2023 14:01 12/13/2023 14:01 12/13/2023 15:41 12/13/2023 15:41 12/13/2023 15:41 Wall / Fence Inspections v.1 Footing v.1 ............................................................................................ Bond Beam v.1 Inspection ......................________ Inspection Final Inspections v.1 Final ' / Fence v.1 Inspection Printed: 12/13/23 11:41 pm Page 2 of 3 BUILDING PERMIT Permit Type: Permit Number: Property Address: Wall / Fence BWFE2023-1105 59315 ALMERIA Inspections Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Certificate of Occupancy A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Service Utilities A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Printed: 12/13/23 11:41 pm Page 3 of 3 BLOCK CO., INC. Since IY46 CITYOF LAQUNTA BULONGOVISCN REVI EVED FOR COO= COWL! JN CE e J.ANA' 011112023 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2022 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, Pm = 2000psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE 8. THIS DESIGN IS BASED ON SEISMIC PARAMETERS AS FOLLOWS: Ss 52.14g&SDS51.40g SITE SPECIFIC PARAMETERS ARE TO BE INVESTIGATED PRIOR TO COMMENCEMENT OF WORK. FOR Ss & SDs GREATER THAN WHAT IS SHOWN, THIS DESIGN SHALL REQUIRE FURTHER ENGINEERING. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi @ 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. NO SUBSTITUTIONS. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. NO SUBSTITUTIONS. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. 7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c., OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 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. 13. EXCAVATION FOR WALL/FOUNDATION SHALL NOT UNDERMINE ANY ADJACENT STRUCTURES. TEMPORARY SHORING AND STABILIZATION OF ADJACENT STRUCTURES SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED. 14. THIS DESIGN IS NOT TO BE USED FOR GATE WALLS. 15. WALL SHALL BE FOUNDED ON PROPERLY COMPACTED SOIL. 16. BACKFILL SHALL BE PROPERLY COMPACTED. WIND LOAD CONVERSION TABLE V 100 110 120 130 Vasd 78 85 93 101 V = BASIC DESIGN WIND SPEEDS V85d = ALLOWABLE STRESS DESIGN WIND SPEED G S E GHANIM STRUCTURAL ENGINEERING 898 N. FAIR OAKS AVE., STE. F, PASADENA, CA 91103 T: 626.407.2224 • www.ghanimSE.com 6' to 8' High Site Wall Trench Footing C o 100/110/120/130mph iult.) Risk Category I 6" Wide CMU OPTIONAL WALL CAP #6 STD. LADDER TYPE (#5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMU -' GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE @ CTR. OF WALL DWLS. TO MATCH VERT. REINF. LAP 24" MIN. F.G. PER SCHEDULE SETBACK WET -SET FIRST COURSE 244 CONT. #4 CONT. @12" O.C. CONT. CONC. FTG. MASONRY FENCE WALL SCHEDULE 'H' MAX. DESIGN WIND 'X' BARS 'D' MIN. EXP / mph L (C, 1UU #4(C048"O.C. C @ 110 #4@48"o.c. 6'-0" C @ 120 #4@48"o c. C @ 130 #4@40"o.c. C @ 100 #4@32"o.c. 2'-11" C @ 110 #4@32"o.c. 2'-11" C @ 120 #4@32"o.c. 2'-11" C @ 130 #4@32"o.c. 2'-11" C © 100 #4@24"o.c. 3'-2" C © 110 #4@24"o.c. 3'-2" 7'-4" C @ 120 #4@24"o.c. - 3'-2" C @ 130 #4@24"o.c. 3'-2" C @ 100 #4@24"o.c. C @ 110 #4@24"o.c. 3'-5" @ 120 #4@24"o.c. 3'-5" @ 130 #4@16"o.c. DESIGN IS ADEQUATE FOR 2 1 MIN. SLOPE WITH NO SETBACK I hll.11p11=11= z 2 MIN. q11�11=114t411 8" a U;of z 2 0 PER SCHEDULE 5'-0" MIN. CONT DATE SIGNED 12-22-2022 S-1.2 #22-160 This detail is designed exclusively for Angelus Block Co., Inc. concrete masonry units and E-Z Mix Inc. products as specified herein. No substitutions allowed. 0 10" COLUMN 1.0 L.F. TOW 443.37, TOF 436.04 TOW 443.37 TOW 440.04 TOF 436.04 r 16" COLUMN /TOP 440.04 12" FROM PL L=34.61' P/L N •t P.U.E. 10" COLUMN 1.0 L.F. A/C (TYP.) R/W 16" COLUMN / TOP 438.87 12" FROM PL TOTAL PROPOSED BLOCK WALL 308.9 L.F. 10" COLUMN 2 EA. 16" COLUMN 2 EA. 20 30 40 60 PREPARED BY: SCALE: 1" = 20' ( IN FEET ) 10/7/2023 LLOYJ ?W. WATSON DATE R.C. 26662 EXP. 3/31/24 WATSON ENGINEERING BLOCK WALL ; / :i l qkM� l FR/q TOW 442.87 TOF 434.87 LOT 114 FF 436.67 LEGEND: EX INDICATES EXISTING FF INDICATES FINISH FLOOR PE INDICATES PAD ELEVATION CB INDICATES CATCH BASIN PUE INDICATES PUBLIC UTILITY EASEMENT R/W INDICATES RIGHT OF WAY TOF INDICATES TOP OF FOOTING TOW INDICATES TOP OF WALL INDICATES CONCRETE BWFE2023-1105 L CI WcazsLFACIUDNIA O igikki1.44AlamcsEcN REVI EVED FOR O attPtaffillEitHET BY: J.ANAYA 0E: 12/12/2023 59315 ALI\ 309LF OF 6' GARDEN WALL AT NORTH AND SOUTH TRACT 31681 PROPERTY LINES. [ANGELUS SPECIFICATIONS] 2022 CALIFORNIA BUILDING CODES. BLOCK CO., INC. Since IY46 CITYOF LAQU N TA BULONGOVISCN REVI EVED FOR CCCE COWL! JN CE e J.ANA' 01111202'3 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2022 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, Pm = 2000psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE 8. THIS DESIGN IS BASED ON SEISMIC PARAMETERS AS FOLLOWS: Ss 52.14g&SDS51.40g SITE SPECIFIC PARAMETERS ARE TO BE INVESTIGATED PRIOR TO COMMENCEMENT OF WORK. FOR Ss & SDs GREATER THAN WHAT IS SHOWN, THIS DESIGN SHALL REQUIRE FURTHER ENGINEERING. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi @ 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. NO SUBSTITUTIONS. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. NO SUBSTITUTIONS. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. 7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c., OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 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. 13. EXCAVATION FOR WALL/FOUNDATION SHALL NOT UNDERMINE ANY ADJACENT STRUCTURES. TEMPORARY SHORING AND STABILIZATION OF ADJACENT STRUCTURES SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED. 14. THIS DESIGN IS NOT TO BE USED FOR GATE WALLS. 15. WALL SHALL BE FOUNDED ON PROPERLY COMPACTED SOIL. 16. BACKFILL SHALL BE PROPERLY COMPACTED. WIND LOAD CONVERSION TABLE V 100 110 120 130 Vasil 78 85 93 101 V = BASIC DESIGN WIND SPEEDS V85d = ALLOWABLE STRESS DESIGN WIND SPEED G S E GHANIM STRUCTURAL ENGINEERING 898 N. FAIR OAKS AVE., STE. F, PASADENA, CA 91103 T: 626.407.2224 • www.ghanimSE.com 6' to 8' High Site Wall Trench Footing C o 100/110/120/130mph iult.) Risk Category I 6" Wide CMU OPTIONAL WALL CAP #6 STD. LADDER TYPE (#5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE @ CTR. OF WALL DWLS. TO MATCH VERT. REINF. LAP 24" MIN. F.G. PER SCHEDULE SETBACK WET -SET FIRST COURSE 244 CONT. #4 CONT. @12" O.C. CONT. CONC. FTG. MASONRY FENCE WALL SCHEDULE 'H' MAX. DESIGN WIND 'X' BARS 'D' MIN. EXP / mph L (C, 1UU #4(C048"O.C. C @ 110 #4@48"o.c. 6'-0" C @ 120 #4@48"o c. C @ 130 #4@40"o.c. C @ 100 #4@32"o.c. 2'-11" C @ 110 #4@32"o.c. 2'-11" C @ 120 #4@32"o.c. 2'-11" C @ 130 #4@32"o.c. 2'-11" C © 100 #4@24"o.c. 3'-2" C © 110 #4@24"o.c. 3'-2" 7'-4" C @ 120 #4@24"o.c. - 3'-2" C @ 130 #4@24"o.c. 3'-2" C @ 100 #4@24"o.c. C @ 110 #4@24"o.c. 3'-5" @ 120 #4@24"o.c. 3'-5" @ 130 #4@16"o.c. DESIGN IS ADEQUATE FOR 2 1 MIN. SLOPE WITH NO SETBACK I hll.11p11=11= - 2 MIN. q11�11=114t411 z 2 0 PER SCHEDULE 8" 5'-0" MIN. CONT DATE SIGNED 12-22-2022 S-1.2 #22-160 PAGE 2 OF 4 This detail is designed exclusively for Angelus Block Co., Inc. concrete masonry units and E-Z Mix Inc. products as specified herein. No substitutions allowed. LUOrEit INe. I,,. rill OPTIONAL WALL CAP CMU FREE-STAN DING PILASTER SPREAD FD:1THM #3 TIES 42 71:IP COURSE , ATFIRST COURSE, AND 1 Er E_O. 'I IF SQ. #111DM_} CM PILASTER. €LID GROOT 4 -114 YERT. BARS 3 OUTSIDE FACE OF BLOCK TO OF VERT MA L& TO M LTCJ"1 1�ERT_ PEINE LAP 24' MIN. F.G. WET -SET FIRST SSE PER CONSTRUCTION NOTE 8 4 - 4 Ek WAY AT BO T*iiI COMO_ FTG. F TOUFSIQE FACE OF BLS TO OFT 7-1 r � _i f __ g 2-r SGI. MIN_ y.. L 1 TYP_ w=ITBQ Lar CL R_ TYP. iimattieor likikelb MOM.) PIASTER 14G' TIE-S PER ELEVATION 4 - VEl T_ BARS ®FILASTER SECTION 16" CMU PILASTER PAGE 3 OF 4 ILOICK CO., INC. ILi rF;i 2 - 'JERT_ DOWELS AND EI R.01;41.1 EARS EA. SIFT GATE: SOLID GRc+.JT CELLS 1Tx' CONT. FTG. THROUGH 1 GATE OPENING - Elk IIVAY AT EOTfONI T1 F, FI iE NF. l4EALE,Ol EY WA(I S STE1 cr.f u FREE-STANDNG FENCE WALL ELEVATION 10' '-rM . 1'-4' TYR. l tihGkLL GATE v'ENII i li & FTG. PER = I =1 = 1 11F IIFI:=1111111= Z- SO_ • GATE JAMB DETAIL PAGE 4 OF 4