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BWFE2014-110678-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: BWFE2014-1106 81369 COLUMBUS WAY Tit . D a � VOICE (760) 777-7125 v FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT61z--T PECTIONS (760) 777-7153 BUILDING PERMIT Date: 10/10/2014 Owner: 767690054 ROGERS RESIDENCE 805 L.F. BLOCK WALL Applicant: MCI CONSTRUCTION COMPANY 82-746 KYLE DRIVE INDIO, CA 92203 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 377905 Date:—� �/ Contractor: OWNER -BUIL DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is.licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_J I am exempt under Sec. . B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: TIM ROGERS (760)498-7053 Uc. No.: 377905 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of th rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by S ion 3700 of the Labor Code, for the performance of the work for which this permit s issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with/those provisions. Date--, O I� Applicant: / WARNING: FAILURE TO SECURE WORKE 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. 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 above- mentioned property for inspection purposes. Date: G A Signature (Applicant or Agent): n �� Contractor: S: C MCI CONSTRUCTION COMPANY' c 82-746 KYLE DRIVE INDIO, CA 92203 (760)498-7053 Uc. No.: 377905 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of th rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by S ion 3700 of the Labor Code, for the performance of the work for which this permit s issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with/those provisions. Date--, O I� Applicant: / WARNING: FAILURE TO SECURE WORKE 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. 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 above- mentioned property for inspection purposes. Date: G A Signature (Applicant or Agent): -DESCRIPTION FINANCIAL• • ACCOUNT CITY .,..AMOUNT PAID" PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $265.36 $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 $374.13 $0.00 TOTALS:00 Description: ROGERS RESIDENCE 805 L.F. BLOCK WALL Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 10/3/2014 AZA Approved: Parcel No: 767690054 Site Address: 81369 COLUMBUS WAYLA QUINTA,CA 92253 Subdivision: TR 33076-2 Block: Lot: 14 Issued: Lot.Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: BLOCK WALL - 805 L.F. OF 6 FT. HIGH BLOCK WALL (TRENCH FTG.) & 45 L.F. OF 8 FT. HIGH BLOCK WALL (SPREAD FTG.) PER ATTACHED APPROVED PLAN AND ANGELUS BLOCK DETAIL. 2013 CALIFORNIA BUILDING CODES. Printed: Friday, October 10, 2014 1:53:42 PM 1 of 2 �� CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES RECEIVED PLAN CHECK SUBMITTAL FROM MCI CONSTRUCTION CO. INFORMED AT COUNTER THAT CLSB INFORMATION NEEDS TO BE UPDATED FOR CITY BUSINESS PLAN CHECK SUBMITTAL ANGELICA ZARCO 10/3/2014 10/8/2014 LICENSE. APPLICANT HAS NOT UPDATED INFORMATION WITH RECEIVED FINANCE DEPARTMENT. APPLICATION ALSO NEEDS VALUATION INFORMATION. PLACED ON PHILIP'S DESK TO COMPLETE PERMIT PROCESS. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT MCI CONSTRUCTION COMPANY 82-746 KYLE DRIVE INDIO CA 92203 (760)799-5106 CONTRACTOR MCI CONSTRUCTION COMPANY 82-746 KYLE DRIVE INDIO CA 92203 (760)799-5106 Printed: Friday, October 10, 2014 1:53:42 PM 1 of 2 �� SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS NOTES FOOTINGS FINANCIAL FINAL" CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $265.36 $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 $374.13 $0.00 TOTALS:00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS NOTES FOOTINGS FINAL" BOND BEAM BOND INFORMATION Printed: Friday, October 10, 2014 1:53:42 PM 2 of 2 AC _, Bin # Permit # 2017 16 r! Wl'T/ Project Address: `36 7 Qty of La Quinta • Building tat Safety Division P.O. Box 1504, 78 495 Calle Tampico . La Quints, CA 92253 - (760) 777-7012, Building Permit Application and Tracking Sheet Calvo e't.CS (;UA Owner's Name: ^"T yYI l/i%�i'�jVjQv L�j s A. P. Number: _ Rec'd ✓ Legal Description: SI 105t_C F1*1IIL%f E City, ST, Zip: t R u'��i/1'N 'Cs •� Z Co ntract or:� � o Tcich — P onc: Plan Check submitted Address: _ Item Project Description: 7 . — 7 City, ST, Zip: 1 a C%� a-ao t'L — SSE . L��S /a- /4S Telephone: O Reviewed, ready for corrections 7 05 CiLie. # &1441L,StatcLic.# L.ivcH Arch., Engr., Designer: 1H Kgodtg . w.,*L CS me Address: Plan Check Balance. ::ity, ST, Zip: Title 24 Cala. [ elephone: Plans picked up Construction Type: Occupancy: 'tate Lic. #: Flood plain plan ProJect type (circlene New Add'n Alter Repair Demo 0 lame of Contact Person: / Sq. FL: # Stories: #Units: 'elephone # of Contact Person: Grading plan Estimated Value of Project: 4C 7 , APPLICANT: DO NOT WRITE BELOW THIS LINE ✓ # Submittal Req'd Rec'd TRACKING PERMIT FEES. Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance. Title 24 Cala. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Revicw,.rcady for corrections/issue Electrical Subcontactor•List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrcctionsrissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Contractor's License Detail for License# 377905 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware Df the following limitations. CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. Business Information MCI CONSTRUCTION COMPANY 82-746 KYLE DRIVE INDIO, CA 92203 Business Phone Number:(760) 498-7053 Entity Sole Ownership Issue Date 07/11/1979 Expire Date 09/30/2014 License Status This license is expired and not able to contract at this time. F6- GENERAL BUILDING CONTRACTOR Classifications Bonding Information Contractor's Bond This license filed a Contractor's Bond with WESTERN SURETY COMPANY. Bond Number: 62182633 Bond Amount: $12,500 Effective Date: 10/07/2014 Contractor's Bond History Workers' Compensation. This license is exempt from having workers compensation insurance; they certified that they have no employees at this time. Effective Date: 09/25/2010 Expire Date: None Workers' Compensation History Personnel listed on this license (current or disassociated) are listed on other licenses. j LIGHTING LEGEND -•-- I i, ° �B LOT 138.148--•- kB QTY. SYM. FD;TURE COMMENTS ,% 89 •�.Illn .M[I.R w[,wrNl. 'IVwM ID pV 4rI of NV RwIKw •[[ pnU r,N,,l Nl rr •>NfOrtnNr\ry ` 33 (� :: ;kl u.•.r >nwunweu.von:.,n I ,. er wnl,l rw•N mx • Inwx.wJl '[ .aNlrr rJVrlHNlvd 18 •[YMl l,lnpk Llrn 4 ,yw 1>.fr [D•vND''V4ntw')P IA Rl; Dpfl Nn Ml, [ rrf [A IM Igt�x ,.lUrlwDe lW. 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J... rrtlJrll'I' � 1J- .1 :,1.. ,•'J,. �IJ,::: �. 1 1.:,.11.'. N- •'.� I 1 ,''', �.. [ ` f ` •. !. I�IJ,r�J. _,.li I \\\\\\1117771 1' 1' t� 1 ) 1 1,..11. !': �. �!• W 97 _ t t J 4: t a 4„ t ,t,',l 5 ,,5 , I• 5 ..Ii1' GRAPr- C SCALE w�� -'= L8.1 C: .: ' rJ Ir.'I�.,I. .1 fel, ��" 1 1_ rl:•�: J .f. I`I Ts �a73^.5�,.. •-- / BLOCK CO., INC. strm. 1 „�c 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. CANTILEVER ACTIVE = 30pcf 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 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 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 PREBLENDEO 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 OOpsi..Z O 00 es 1r 7.IRST 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'-O"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 V ® SLOPE SLOPE ^ SETBACK 2 :1 2'-6" 2'-1 3 :1 2'-0" - 6'to- 8'Hi Trench Footing �; , ; (!�%\/I.• ��./'{tl`{��,�-A Risk' o ateg—Or� SS/A^�FEETYY DEPT. 6° . ide .QMC R0VF® FOR CON TRUCTION DATEAI_41t h Site Wall OPTIONAL WALL CAP #6 STD. LADDER TYPE (#5 STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WOE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE CTR. OF WALL 'Y' BARS PER SCHEDULE LAP PER 'L' F.G. 'WET -SET FIRST COURSE - 2-#4 CONT.— CONT. CONIC. F - 7'-4" I #4@48"o.C. I #4045"o.c• \ l #4040"o.c. I #4®36"o.c.A'I #408"o.c. I #4@9"o.c. 1 3'-4" 3'- B' I #4040"o.c. I #4®36"o.c. 1 2'-0" 2'7 g''° ANDERSON DESIGN GROUP Structural Engineering' Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "engineering excellence since 1957' SETBACK PER SCHED. w O w x U V1 o: a MIN. 8" l 5'-0" MIN. CONT. TO DAYLIGHT 6 M , DATE SIGNED -6-2.5--14 2�LQ!r #6255 (P4-0 L of 2) MASONRY FENCE WALL SCHEDULE X BARS H' MAX. RONF.WALL STEM 'Y' BARS L' STEM 0' MIN. 16" LONG CMU 18" LONG CMU TYPE PER S-2.0 16" LONG CMU 18" LONG CMU 6'-0" #4�ID48"o.c. #4054"o. c. A' 'B' 4024"o.c. 4027"o.c. 2'-0" 2'-10" 4048"o.c. 4954"o.c. 2'-0" 2'-2" 6'-8" #40948"o.c. #4®45"o.c. A' 4016o.c. 4®182.c. 2'-0" 3'-0". B' 84048"o.c. f14054"o.c. 2'-0" 1 2'-4" 7'-4" I #4@48"o.C. I #4045"o.c• \ l #4040"o.c. I #4®36"o.c.A'I #408"o.c. I #4@9"o.c. 1 3'-4" 3'- B' I #4040"o.c. I #4®36"o.c. 1 2'-0" 2'7 g''° ANDERSON DESIGN GROUP Structural Engineering' Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "engineering excellence since 1957' SETBACK PER SCHED. w O w x U V1 o: a MIN. 8" l 5'-0" MIN. CONT. TO DAYLIGHT 6 M , DATE SIGNED -6-2.5--14 2�LQ!r #6255 (P4-0 L of 2) 8' High Max. Site Wall C ® 100mph dvRisk Category I j ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU ,END OF WALL w x Ci- LA QUNTA pr -Ty DEPT. Oa X A Ln = X N RETURN TYP. SxHF SxHF O TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES O & O J TOTAL WALL LENGTH J 3z 3� w r 5 x HF MIN. 5 x HF MIN. U- L i Z 0 z V) Uj w w w 0 w z F.T.G. QRQFESSI�/\ TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES O & O � 4 •ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 - Facsimile (626) 938-0485 engineering exceiience since ]95 �" T�.OF NED 5-21-14 -S-2.OLQ 6' to 6. High Site Wall *BLOOCKCCL,C. Spread Footing - C o 100mph (ult.) Risk Category I f ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf OPTIONAL WALL CAP 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. #6 STD. LADDER TYPE NOTES: (#5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24"o.c. 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. 6" WIDE (NOM.) CMU 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 28 DAYS, UNLESS GROUT CELLS w/ REINF. i QU I NTA OTHERWISE REQUIRED BY SOILS REPORT. BUILDING ,AFETy DEPT, 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR �pr1 g f"�0 /® w WITHOUT MORTARLESS HEAD JOINTS (TONGUE-ANO-GROOVE), OR V `/ ANGELUS BLOCK SLUMPSTONE SHALL BE USED. FOR CC I TRUCTION a z 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDEO MASONRY MORTAR AS 'X' BARS PER N MANUFACTURED BY E-Z MIX INC., CONFORMING TO. PROPORTIONS AND SCHEDULE 0 _ REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL DATE BY a MANUFACTURED BY E-Z MIX INC., CONFORMING T0; 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 '00pSL xat,0 psi Y' BARS PER '%. ..RST COURSE MAY BE WET-SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP J IS PLASTIC. PER 'L' 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH z o EO' EQ. z' VERTICAL CONTINUITY OF THE CELLS. F.G. _j cn 9. VERTICAL CONTROL JOINTS SHALL BE SPACED ATA MAXIMUM OF a Uj w a 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET-SET FIRST MORTAR WASHED COURSE . 10. GROUT ALL CELLS WITH REINFORCEMENT. 2-//4 CONT. �+ 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE .AND ALL 7. FOOTING REINFORCING IS 11ED 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 CONT. CONC. FTG. 3" CLR. SEE DETAIL SHEET S-5.1. TYP. 13. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE ALT. BENDS 'B' MIN. PER SCHEDULE MASONRY FENCE WALL SCHEDULE 'H' MAX.- 'X' BARS REINF.WALL STEM 'Y' BARS L' STEM °8' MIN. 16' LONG CMU 18" LONG CMU TYPE PER S-2.0 16' LONG CMU 18" LONG CMU 6'-Q" �j4048"o.c. X4054"0. c. A' 4024"o.c. 4027"o.c. B' 4048"o.c. 4054"o.c. 2'-0" 2'—o" 1'-9" PROFESS/p1,, 6'-8" #4048"o.c. #4045"o.c.A' 4016"o.c. 4018"o.c. 'B' 2'-0" S-1" 4048"o.c. 4054"o.c. 2'-0" 1'-11" j A' 4016"o.c. 4018"o.c. 7'-4" j/4048"o.c. $4045"o. c. 3'-0'' S-6" 41 '8' 4048"o.c. 4045"o.c. 2'-0" 2'-1" E 3 1 A4®8"o.c. 4@9"o.c. 8'-0" �J4040"o.c. (j4036"o.c. S-4" 3'-8" `P9 iR �P� CTO B' 4®40"o.c. 4036"o.c. 2'-0" .2'=3" i OFL� CAL \F a D TE SIGNED 6-2 ANDERSON DESIGN GROUP Structural Engineering • Building Design OT-1 `c7 . LQ 228 East Badillo Street • Covina • CA • 91723-2115 625 (626) 938-1595 Facsimile (626) 938-0485 rp engineering excellence s/nce 2957' job zwo&ff 14 BLOCK CO., INC. -^ a� 1946 1 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. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, 'Pm = 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' SPUCES. 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. 6' to .8' High Site Wall Spread Footing o . Property Line C o 100mph .(ult.) Risk .Category i 6° Wide CMU OPTIONAL WALL CAP #6 STD. LADDER Tl (#5STD FOR.SLUMI JOINT REINF. AT TO COURSE,' AT FIRST. COURSE,' AND 24"o. 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E -Z MIX. INC., CONFORMING TO PROPORTIONS AND 'X' BARS PER REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS SCHEDULE MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY CTR. OF WALL 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 100psi..2000 �S I i. ..RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE 'Y' BARS PER IS PLASTIC. SCHEDULE LAP — PER 'L' 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. ' F.G. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED -AT A' MAXIMUM OF 40'-0"o.c. OR 20'-O"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR' WASHED WET -SET FIRS j__ 10. GROUT ALL CELLS WITH REINFORCEMENT. COURSE 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2-#4 CONT. 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. CONT. CONC. FTG. - 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE MASONRY FENCE WALL SCHEDULE X' BARS REINF.WALL STEM 'Y' BARS H' MAX. L' STEM B' MIN. 16" LONG CMU 18" LONG CMU TYPE PER S-2.0 16' LONG CMU 18" LONG CMU 6'-0" #4648"o.c. #4054"o.c.A' 4024"o.c. 4027"o.c. 'B' 2'-0" 3'-6" 4048"0.c. 4®54"o.c. 2'-0" 2'-3" A' 4016"o.c. 4018"o.c. 2'-0" S-11" 6'-8" #4®48"o.c. #4@45"o.c. 'B' 4048"o.c. #4@54"ox. 2'-0" 2'-6" 'A'. 4®16"o.c. 4@18"o.c. S-0" 4'-2" 7'-4" #4048"o.c. #4045"o.c. B' 4048"o.c. 4945"o.c. 2'-0" 2'-9" 4C�D9"o.c. A` #4@8"o.c.7 3'-4" 4'-8" 1" #4040"o.e. #4®36"o.c. o' lreadn" Ld(iSG o'_" —n" -6 ",71 ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Sadillo Street • Covina. • CA • 91723-2115 (626) 938-1595' • Facsimile (626) 938-0485 So "en9lneerrn® exce11ence 1957' (OF LA QUINTA )ING & SAFETY DEPT. ,PPROVED R C N T/RUCTION w Z) x o Q w U = VI a J D w � U Z j to a a 3" CLR. TYP. . 'B' MIN. PER SCHEDULE DATE SIGNED 6-25-14 S-1.1LQ #6 55 �P t of 2 8' High Max. Site Wall C ® 100mph dvLRisk Category i ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6A Wide CMU END OF WALL w X A S x HF S XHF— 4'rLA r. r TA -,� -TY DEPT. O O O X O111 x RETURN TV. 5xHF 5xHFJ nAj 5xHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES O & O • w TOTAL WALL LENGTH J 3z 3Z w 5 x HF MIN. 5 x HF MIN. w 0 w z Q r W TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES O & O II ANDERSON DESIGN GROUP 900*t Structural Engineering Building Design 228 East Badillo Street • Covina • CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 `- - � - - engineering excei�ence since 2957' ORpF;E�SaS/�\ C t F OF- AL �F NED 5-21-14 S-2.OLQ #6255 W d4y'L CO., INC. Since 1948 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ,END OF WALL SxHF O O LCX OLn 0 8' High Max. Site Wall C ® 100mph Risk Category I 6" Wide CMU 5qy - p R NTA k ! pN:G..- -� f�i aS A EETY D LEPT. FUF" - `-' NIS U.��TfUGTION -I 0 A _ Y tL X RETURN TYP. SxHF SxHF (A) ,SxHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES O & O TOTAL WALL LENGTH 5 x HF MIN. 5 x HF MIN. TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPESn & n 7 ANDERSON DESIGN GROUP Structural Engineering Building Design RRq;;P� 228 East Badillo Street • Covina . CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938-0465 engineering excellence since 1957' kTT�-9nNED 5-21-14 S-2.OLQ #6255 aP 1) Date Paid: Wednesday, November 12, 2014 Paid By: MCI CONSTRUCTION COMPANY Cashier: PJU Pay Method: CASH Printed: Wednesday, November 12, 2014 5:34 PM 1 of 1 CYCTFAAC