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BWFE2014-1122Applicant: M 0 MASONRY INC 80-589 SHEFFIELD AVENUE INDIO, CA 92203 I N0\( 13 2014 - - -�V( OEi COMMUNIN DEVELOPMENT LICENSED CONTRACTOR'S DECLARATIO WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, _ I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: C19 License No.: 920321 of the k for which this permit is issued. I have and will maintain workers' compensation insurance, as required by 1/1te: t ( 113 (l Contractor: " ��� —.— ` Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: OWNER -BUILDER DECLARATION Carrier: _ Policy Number: _ I hereby affirm under penalty of perjury that I am exempt from the Contractor's State _ I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if I should become subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provisions of Section 3700 of the Labor Coe s forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Divisi cIo of the Business and Professions Code) or that he or she is exempt therefrom and th Date: �. 631111 Applicant: basis for the alleged exemption. Any violation of Section 7031.5 by any applicant f r a permit subjects the applicant to a civil penalty of not more than five hundred dollars WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, ($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO (_J I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant -to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Contractor: M 0 MASONRY INC 80-589 SHEFFIELD AVENUE INDIO, CA 92203 (760)574-3313 Llc. No.: 920321 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 Lender's Address: APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the a e. mentioned property for inspection purposes. ��� bate: i I 1 Signature (Applicant or Agent) Tw(/ "i- "� � VOICE (760) 777-7125 78-495 CALLE TAMPICO 0 D FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/13/2014 Application Number: BWFE2014-1122 Owner: Property Address: 78441 W DEACON DR SUN VISTA DEVELOPMENT CORP APN: 770210017 78080 CALLE AMIGO 201 Application Description: 32LF OF GARDEN WALL, 118 LF PL WALL W/(2) PILASTERS ANGELUS LA QUINTA, CA 92253 Property Zoning: Application Valuation: $7,200.00 Applicant: M 0 MASONRY INC 80-589 SHEFFIELD AVENUE INDIO, CA 92203 I N0\( 13 2014 - - -�V( OEi COMMUNIN DEVELOPMENT LICENSED CONTRACTOR'S DECLARATIO WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, _ I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: C19 License No.: 920321 of the k for which this permit is issued. I have and will maintain workers' compensation insurance, as required by 1/1te: t ( 113 (l Contractor: " ��� —.— ` Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: OWNER -BUILDER DECLARATION Carrier: _ Policy Number: _ I hereby affirm under penalty of perjury that I am exempt from the Contractor's State _ I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if I should become subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provisions of Section 3700 of the Labor Coe s forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Divisi cIo of the Business and Professions Code) or that he or she is exempt therefrom and th Date: �. 631111 Applicant: basis for the alleged exemption. Any violation of Section 7031.5 by any applicant f r a permit subjects the applicant to a civil penalty of not more than five hundred dollars WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, ($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO (_J I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant -to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Contractor: M 0 MASONRY INC 80-589 SHEFFIELD AVENUE INDIO, CA 92203 (760)574-3313 Llc. No.: 920321 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 Lender's Address: APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the a e. mentioned property for inspection purposes. ��� bate: i I 1 Signature (Applicant or Agent) DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $62.36 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL• • $171.13 $0.00 • ►• Description: 32LF OF GARDEN WALL, 118 LF PL WALL W/(2) PILASTERS ANGELUS Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 11/13/2014 SKH Approved: Parcel No: 770210017 Site Address: 78441 W DEACON DR LA QUINTA,CA 92253 Subdivision: TR 28611 Block: Lot: 3 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $7,200.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 80-589 SHEFFIELD AVENUE Details: 32LF OF 6' GARDEN WALL (7 PORTIONS) AND 118 LF OF WALL AT EAST PL [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. 7 NTL NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE _FAX _ EMAIL. APPLICANT M 0 MASONRY INC 80-589 SHEFFIELD AVENUE INDIO CA 92203 (760)771-4720 CONTRACTOR M 0 MASONRY INC 80-S89 SHEFFIELD AVENUE INDIO CA 92203 (760)771-4720 OWNER SUN VISTA DEVELOPMENT CORP 78080 CALLE AMIGO 201 LA QUINTA CA 92253 (760)771-4720 INFORMATIONFINANCIAL Printed: Thursday, November 13, 2014 11:04:39 AM 1 of 2 RWSYSiEMS sI DESCRIPTIONY r -ACCOUNT QTY - AMOUNT PAID PAID DATE RECEIPT # CHECK #JMETHOD PAID BY JCLTD- BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $62.36 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL* $171.13 $0.00 TOTALS:00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE FINAL" FOOTINGS BOND BEAM Printed: Thursday, November 13, 2014 11:04:39 AM 2of2 CRWSYSTEMS Bin.# Citi �f La Qullltd Building 8r Safety Division P.O. Box 1504,•78-495 Calle Tampico . La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # "N.umber Owner's Name:.S V OF Address: Legal Description: City, ST, Zip: (� Co. Contractor. M 0 K l �i Address: Telephone: cL 0 Z 3 4k ..•,. Project Description: - City, ST, Zip: i,4 T,) Ok?ZOS r171_27 ..£ :. TelephoneZ1.3�, State Lic. # : A•2 Z\ City Lic. #; Arch., Engr., Designer. L 5 S k L ►.1�; � ry/�r��,J Address: `�, S V O S �i ,rtC rrc ' S �• City., ST, Zip: '\mai Telephone: -1 (_0 v) 1 . Z ^ �i,w .Y �` ; ' ` State Lic. #: ; . Name of Contact Person: Construction Type:•. r, Occupancy: Project type (circle one). Piew d n Alter Repair Demo Sq. Ft : y J #Stories: N # Units: �„ Q Telephone # of Contact Person: Estimated Value of Project: 2 �O APPLICANT: DO NOT WHITE BELOW THIS UNE # Submlttal Req'd Recd TRACMG PERMIT FEES' Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs. Called Contact Person Plan Check Balance - Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Giading plan 2*4 Review, ready for correctionskssue Electrical SubcoatactorI.st Called Contact Person Plumbing I. Grant Deed Plans picked up S3LL H.O.A. Approval Plans resubmitted Grading IN HOUSE-- '"' Review; ready for eorreetionslissue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 7" CITY 'OFLA QUINTA tQ .y DING & SAFETY DEPT. FO TING APPROVED BLC ICK FOR CONSTRUCTION GROUDA BY STEEL REBAR SECTION VIEW. - BLOCK 0 2" X 12" OR 16" X 16") SOLID GROUT (4) - # 4 REBAR MAX. (ONE AT EACH CORNER) MIN 24" REBAR OVERLAP .R.E5AR PLACEMENT ILW!TRATIQN ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. MIN. 24"Iilllll REBAR OVERLAP rim B"ot . OF 5' MIN. FOOTING LRAITADQNS.' FOOTING REBAR SHALL 1. PILASTER SPACING SHALL NOT EXCEED 20 FT. W14EN OTHER INFILL FENCING HAVE A mim. 6" LONG HOOK AND A MIN. IS ATTACHED. CONCRETE COVER OF 3"- 2. ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATTACHED TO PILASTERS. SOLID TYPE FENCING MAY NOT BE ATTACHED TO PILASTER. 3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED To 200# MAX. WEIGHT'AND 4 FT. MAX. WIDTH PER PILASTER. 4 1 HIS PILASTER DESIGN IS INTENDED TO BE USED ONLY, ASA FENCING FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS. 5. FENCE HEIGHTS ARE REGULATED - CONSULT ZONING REGULATIONS BEFORE QH- E- C . .... K. _WITH.H.E B I D -T fN . ...... G....EQ...PARIMP9T BEGINNING CONSTRUCTION. TO VERIFY IF_A BUILDING -PERMIT IS REQUIRED. 6. INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION. THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED I FOOTING,: EXCAVATION TRENCH CLEAN WITH STEEL . AND ENGINEERED FILL. IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM 8. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD. THE SURROUNDING THE EARTH/DIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 2) R.EBAR/PRE-GRO.0 CEu�I - VERTICAL REBAR IN PI -A INSPECTION PRIOR TO PLACING GROUT. T 4 3) AFTER 1. . FIN IS PLACED - PRIOR TO ANY -/. DECORATIVE CAP PLACEMENT.. > MASONRY PILASTER DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH — — - DESIGNS AN ENGINEERED ANALYSIS. USE OF THIS STANDARD D PHONE (760) 777-7125 78-495 CALLS TAMPICO AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED LA QUINTA, CALIFORNIA 92253 GUARANTEE AGAINST FAILURE OR DEFECTS. FAX (760) 777-7011 10/9/2014 1 COMMUNITY DEVELOPMENT DEPT. I PAGE 1 OF I BLOCK CO., INC. ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: '.DESIGN CRITERIA PER 2013 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, I'm - 1500psi. 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. . 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 = 2500psl 0 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. 5. MORTAR SHALL BE SPEC'MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6' to- 8' High Site Wall Trench Footing - FRW 0- 1- A Risk atSgDrin I SAFETY DEPT. W ide I101ROVED FOR CONSTRUCTION OPTIONAL WALL CAP -- k1 DATE BY #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 a 'X' BARS PER SCHEDULE 0 _ CTR. OF WALL 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF I)Opsi. 2 0 00 f7s )' 'Y' BARS PER 7. eiRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP IS PLASTIC. PER 'L' 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. MINIMUM DEPTH D 0 SLOPE SLOPESETBACK 0 --0• V-011 ' 2 :1 2'-6" 1 2'-0" 3 :1 2'-0" 1 — F.G. WET—SET FIRST COURSE 2—#4 CONT. CONT. CONC. FTG. ANDERSON DESIGN GROUP Structural Engineering' • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "enpinee�lnp eecegence Inc.s1857" SETBACK PER SCHED. J 0 w x U V1 o: w CL r � 2• MIN, �1 MASONRY FENCE WALL SCHEDULE 'H' MAX.X BARS REINF.WALL STEM Y BARS 16" LONG CMU 18' LONG CMU TYPE PER S-2.0 16' LONG CMU 18' LONG CMU 'L' STEM D' MIN. 6'-0" #4048"o.c, #4054"o.c.A' 'B' 4024"o.c. 4048"o.c. 4027"o.c. 4054"o.c. 2'-0" 2'-0" 2-10 2'-2" fj w o- 6'-8" #4048"o.c. #4®45"o. c. A' B' 4016"o.c. 4048"o.c. 4018"o.c. 4054"o.c. 2'-0"' 2'-0" 3'—O" 2'-4" 7'-4" #4048"o.c, #4045"o.c. A' B' 4016""o.c. 4048o. c. 4018'o.c. 4045"o.c. 3'-0" 2'-0" 3'-2" 2'-5" J)' #4036"o.c. 'B' 408"o.c.409" 4040o.c. " C. 4036o.c '" "#4040"o.c. 3'-5A' " 2'-7" ANDERSON DESIGN GROUP Structural Engineering' • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "enpinee�lnp eecegence Inc.s1857" SETBACK PER SCHED. J 0 w x U V1 o: w CL r � 2• MIN, �1 0 w � p U V) fj w o- 1 8„ L 5'-0" MIN. CONT. . TO DAYLIGHT PRpF�SS /I 34 P.. 31 1 T RUCT F OF C SFO DATE SIGNED 6-25-14 S-1.2LQ #6255 14-& 1 w z) BLOCK CO,, INC. S1nce 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf . 5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL. 6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. 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. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM li615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. NOT USED 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; OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 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. 'IST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE PLASTIC. 8. NOT USED 9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR. 0. NOT USED. . 6'-8" to 8'-8" High Pilaster Spread Footing - Seismic, 5% alsec F 1.6..:.or.,.24' CMU Pilaster `(. ' & SAS_ `T.�, DEPT,. OrTIONALI_ L� t.AI") s%i t f�i_J(j . BY— CMU PILASTER, SOLID GROUT (16" SHOWN) 3j" OUTSIDE FACE 3 "OUTSIDE FACE OF BLOCK TO OF BLOCK TO (t OF VERT It, OF VERT w J X a W = • � U 2-#4 VERT. BARS = w a A DWLS. TO MATCH VERT. REINF. LAP 24" MIN. EQ. EQ. F.G. H II II H I WET—SET FIRST I "} COURSE . —I}--- 'N'—#4x'B'-6" LONG EA. WAY I N 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED.IN PLACE. B. AFTER VERTICAL CONC. FTG. REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12, OPTIONAL ADHERED VENEER (MAX WEIGHT=10psf) MAY BE'APPLIED TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS. 8". WIDE (NOM.) MECHANICALLY—ANCHORED VENEER IS NOT PERMITTED. CMU PILASTER, SOLID GROUT ALL CELLS 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE CENTER VOID OPEN 16816 OR 16616 CMU SOLID—GROUT MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT \OR 'W=24" SQ. 'H 'W' MAX. B' N 16' 2'-9' 4 WI 6'-8" 24" 3'-4" 5 I 7'-4" 16" 3'-0" 4 ma. 24" 3'-6" 5 0 Ci w 16" S-3" 5 w 24" 4'-0" 6 2—#4 — LOADING w d w 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. SEISMIC LOADING EXCEEDS ALL 3J¢° 3Y�" 3J�" 3Y2" WIND LOADING FOR EXPOSURE C, 120mph AND LESS. A PILASTER SECTION ANDERSON DESIGN GROUP Structural Engineering Building Design IQ 228 East Barlillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "engineering excellence since 1957. 3" _�t 1 CLR. 'B' SQUARE MIN. TYP. PER SCHEDULE DATE SIGNED 6-25-14 . 5-1.9LQ #6255