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BFE2014-108878-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&ty/ 4 4wQ" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2014-1088 Property Address: So_ (p e>5 –evA APN: 776330006 Application Description: 266 LF 6' PERIMETER WALL AND RETAINING Property Zoning: Application Valuation: $6,500.00 Applicant: MARK A TEMPLE CONSTRUCTION INC 699 INDIAN TRAIL PALM SPRINGS, CA 92264 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.: 430358 Date: 1/� -e�1 /% Contractor: OWNER -BUILDER 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).: (_) 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.). (_) 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: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153- Date: 77-7153 Date: 10/2/2014 Owner: 29TH STREET CITRUS PROJECT 1010 ANDREAS PALMS PALM SPRINGS, CA 0 Contractor: MARK A TEMPLE CONSTRUCTION INC 699 INDIAN TRAIL PALM SPRINGS, CA 92264 (760)323-5310 Llc. No.: 430358 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 the work for which this permit is issued. I have 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. 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: /y —�O� Applicant: M WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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. r Date: Z221 ZU 2!!1/-- Signature (Applicant or Agent) DESCRIPTION AMOUNT PAID PAID DATE FINANCIAL INFORMATION ACCOUNT QTY 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 - 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 $108.77 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - EA ADD 50 LF 101-0000-42404 0 $29.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - 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 RET WALL <=12 - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for RETAINING WALL $137.77 $0.00 TOTALS: $247.54 00 Description: 266 LF 6' PERIMETER WALL AND RETAINING Type: WALL/FENCE Subtype: Status: APPROVED Applied: 9/23/2014 SKH Approved: 9/23/2014 SKH Parcel No: 776330006 Site Address: ,CA Subdivision: TR 32068 Block: Lot: 6 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CA Details: 266LF OF 6' GARDEN AND RETAINING WALL AT NORTH, EAST AND SOUTH PROPERTY LINES, (29LF 5' WALL W/1' RETAINING, 118LF OF 12'-18" RETAINING WALL, 33LF OF 3' WALL W/1' RETAINING, 82LF OF 6' WALL, 4LF OF 1' WALL W/1' RETAIN ING)[ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Applied to Approved NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT MARK A TEMPLE CONSTRUCTION INC 699 INDIAN TRAIL PALM SPRINGS CA 92264 CONTRACTOR MARK A TEMPLE CONSTRUCTION INC 699 INDIAN TRAIL PALM SPRINGS CA 92264 OWNER 29TH STREET CITRUS PROJECT 1010 ANDREAS PALMS PALM SPRINGS CA 0 Printed: Thursday, October 02, 2014 3:57:46 PM 1 of 3 CLT [V[TFM [ Permit Details PERMIT NUMBER r ~ City of La Quinta BWFE201%mt-Kl'0 8 Printed: Thursday, October 02, 2014 3:57:46 PM 2 of 3 CVCTFMG LTD CBY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BOND BEAM FINAL" BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: 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 $108.77 $0.00 RET WALL <=12 - EA 101-0000-42404 0 $29.00 $0.00 ADD 50 LF RET WALL <=12 - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF RET WALL <=12 - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for RETAINING WALL $137.77 $0.00 TOTALS:i0 Printed: Thursday, October 02, 2014 3:57:46 PM 2 of 3 CVCTFMG INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES BOND BEAM FINAL" FOOTINGS Printed: Thursday, October 02, 2014 3:57:46 PM 2 of 3 CVCTFMG �i�'�'.,. '' "s. �v A. cFtr OF TW"" Y - Printed: Thursday, October 02, 2014 3:57:46 PM 3 of 3 ��CYC TFMC d4 B*SUI�z94;4IHC- ANGELUS BLOCK MASONRY FENCE WALL SYSTEM e. _: 13: _ 6' High Wall 2' to 4' Retaining Toe -out Footing - C o 100mph (ult) Risk Category I 678" Wide CMU I. DESIGN CRITERIA PER 2013 CBC ?. ALLOWABLE SOIL BEARING PRESSURE = 1500psf S. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf I. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf i. CANTILEVER ACTIVE = 30pcf NO SURCHARGE i. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. 10TES: I. 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. U.O.N. ?. JOINT REINFORCEMENT (-LADDER" TYPE) SHALL BE COLD—DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. S. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. F.. 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. i. 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. i. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 'OOpsi. '2_000 P5; . ,rtST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. ' 3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. ). 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 ). GROUT ALL CELLS WITH REINFORCEMENT. I. 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. >.. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS SEE DETAIL SHEET S-5.1. S. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE LOADING 2 SEISMIC, 5 ACCELERA' FOUNDATIC MAXIMUM LOADING. ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 englnecring excellence since 1957' OPTIONAL WALL CAP 11 1 ' OF iA C UINTA BUIE_ ING & S-3AFE•iY DEPT. 6 .STD. LADDER TYPE MASONRY FENCE WALL SCHEDULE REINF.WALL STEM 'X' BARS V MAX. TYPE PER S-2.0 16" LONG CMU B' MIN. C' 2'-0" 'A' 'B' 4024"o.c. 4®32"o.c. 3'-3" 2'-3" 0'-7" 0'-2- w w/ VERT. REINF. - O1dNDAT40N_ 024'o.c. (16" LONG CMU) SCHEDULE, LAP ® CTR. OF WALL GROUT CELLS .w/ REINF. lo 'A' 4®24"o.c. 3'-6" 0'-9" 2'-8" 'B' 4®32"o.c. 2'-3" 0'-5" 1c.f. 3/4" GRAVEL WRAPPED IN WELL GRADED, CLEAN MIRAFI 140N FILTER FABRIC—SANDS OR GRAVEL OR SLOPE TO DRAIN. WATERPROOF COC BINA #4 CONT. r• 3'-4" 'A' B' 4016"o.c. 4032"o.c. S-6" 2'-6" 1'-0" 0'-9" #4 CONT. ® 12"o.c. — CONT. CONC. FTG. A. 4®16"o.c. 1 3'-9" 1'-4" 0"A 'B' 4032"o.c. 2'-10" 1'-2" LOADING 2 SEISMIC, 5 ACCELERA' FOUNDATIC MAXIMUM LOADING. ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 englnecring excellence since 1957' OPTIONAL WALL CAP 11 1 ' OF iA C UINTA BUIE_ ING & S-3AFE•iY DEPT. 6 .STD. LADDER TYPE (#5 STD FOR'SLUMPST NE)„— JOINT REINF. AT TOP CURSE, NSTRUCTION ft2410UT'!CE AT FIRST COURSE, AND 24' o.c. AT FENCE 12” Lj tJAI ms TO EDGE OF WIDE (NOM.) CMU. N ARE T`ADIACEiJi rFOBLVVERT LOCK TO w w/ VERT. REINF. - O1dNDAT40N_ 024'o.c. (16" LONG CMU) SCHEDULE, LAP ® CTR. OF WALL GROUT CELLS .w/ REINF. lo 114 O I X io w #4 HORIZ. 024"o.c. ® RETAINING' OPTIONAL CHAMFER WET—SET FIRST _ 4.0 SDR .35 PERF. PIPE w/ BACKFILL- 1c.f. 3/4" GRAVEL WRAPPED IN WELL GRADED, CLEAN MIRAFI 140N FILTER FABRIC—SANDS OR GRAVEL OR SLOPE TO DRAIN. WATERPROOF COC BINA #4 CONT. r• BACKSIDE OF RETAINING WALL IOR SWO ,SP 8" WIDE (NOM.) CMU TVQ FULLY GROUTED ft2410UT'!CE FACE Lj X'BARS PER rFOBLVVERT LOCK TO w SCHEDULE, LAP 24". MIN. N F.G. w Q_ WET—SET FIRST _ COURSE #4 CONT. r• N #4 CONT. ® 12"o.c. — CONT. CONC. FTG. 3" CLR. CONC. KEY TYP 12" 1 12" ' B' MIN. DATE SIGNED 6-25-14 S-1.5LQ #625 ��i►�.c l or 2 d)VL . *�.'s:rC BLOCK CO, INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM END OF WALL x O 5 x HF, OO X Ln 5 X HF z o \A 8' High Max. Site Wall C ® 100mph Risk Category I 6" Wide CMU 5 x-11 ------------ A 'NTA QU FETY DEPT. ,- j FOP,", ONSTRUCTION 11B A RETURN TYP. 5 x Hir O r5 x HFt TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES G) & TOTAL WALL LENGTH 5 x Hc- MIN. TYPICAL WALL TYPES rj ANDERSON -DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina a CA * 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "-91—,ing excellence since 1957' 5 x HF MIN. I CA-T-&RGNED 5-21-14 S -2.0 -LQ If4255 BLOCK C1 suO., INC. sl+�. ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to .8' .High Site Wall Spread Footing - C o 100mph (ult.) Risk Category I 6' Wide CMU IESIGN CRITERIA: I. DESIGN CRITERIA PER 2013 CBC FENCE WALL SCHEDULE ?. ALLOWABLE SOIL BEARING PRESSURE = 1500psf OPTIONAL WALL CAP S. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 'X' BARS 1. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf GROUT CELLS i. CANTILEVER ACTIVE = 30pcf B' MIN. i. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. SPECIAL INSPECTION w/ REINF. NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 18" LONG CMU �. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. #6 STD. LADDER TYPE 40TES: (#5 STD FOR SLUMPSTONE)_ BUILD{f�1 i `AFETY DEPT. JOINT REINF. AT TOP COURSE, I. 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. B' ?. JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLD -DRAWN STEEL .MASONRY FENCE WALL SCHEDULE WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6" WIDE (NOM.) CMU!.. �' MAX. 'X' BARS RONF.WALL STEM GROUT CELLS L' STEM B' MIN. 5. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 28 DAYS, UNLESS w/ REINF. iIA A 18" LONG CMU OTHERWISE REQUIRED BY SOILS REPORT. � #48948"o.c. #4054"o. c. A' BUILD{f�1 i `AFETY DEPT. 027"o.c. 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS 2'-10" BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR B' APF. y ��® w WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. FOR C TRUCTION a Li 3. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 'X' BARS PER 6'-8" w MANUFACTURED BY E -Z MIX INC., CONFORMING TO. PROPORTIONS AND SCHEDULE ® _ Of REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL DAT B �� a MANUFACTURED BY E -Z MIX INC., CONFORMING T0, PROPERTY B' 4048"o.c. 054"o.c. REQUIREMENTS OF ASTM C270. 1'-11" 3. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7'-4" #4®48"o.c. 'OOpsi. 2000 p5 i 'Y' 4016"o.c. 4®18"o.c. S-0" BARS PER ..RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP w 4045"o.c. IS PLASTIC. PER 'L' 0 3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH z o LLi EQ' EQ' z : VERTICAL CONTINUITY OF THE CELLS. F.G. N #4®40"o.c. 3. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF a 4099"o.c. 40'-O"o.c. OR 20'-O"o.c. IF WALL IS TO BE STUCCO COATED OR WET -SET FIRSTbit MORTAR WASHED COURSE . r 4®36'o.c. ). GROUT ALL CELLS WITH REINFORCEMENT. 2-#4 CONT. iv 1. 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. 2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS CONT. CONC. FTG. 3" CLR. SEE DETAIL SHEET S-5.1. TYP• 5. DO NOT PLACE FOOTING WITHIN 5'70" OF A SLOPE ALT. BENDS 8' MIN. PER SCHEDULE ANDERSON DESIGN GROUP Structural Engineering Building Design 4*4p 228 East Gadillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 engf^ee g exceffon sfn ]957' PROFESS/ 41 E 3 1 sqT lR C T &RP " CA��FO D TE SIGNED 6-25-14 S-1.OLQ P1��2 .MASONRY FENCE WALL SCHEDULE �' MAX. 'X' BARS RONF.WALL STEM 'Y' BARS L' STEM B' MIN. 16' LONG CMU 18" LONG CMU TYPE PER 5-2.0 16" LONG CMU 18" LONG CMU 6'-0" #48948"o.c. #4054"o. c. A' 4024"o.c. 027"o.c. 2'-0" 2'-10" B' 4048"o.c. ®54"o.c. 2'-0" 6'-8" #4®48"o.c. #4®45"o. c. A' 4016"o.c. 4(18"o.c. 2'-0" B' 4048"o.c. 054"o.c. 2'-0" 1'-11" 7'-4" #4®48"o.c. #4045"o.c. A 4016"o.c. 4®18"o.c. S-0" 3'-6" B' 4048"o.c. 4045"o.c. 2'-0" 2'-1". 8'-0"A' #4®40"o.c. #4®36"o. c. 4®8"o.c. 4099"o.c. 3'-4" 8' 40940"o.c. 4®36'o.c. 2'-0" ANDERSON DESIGN GROUP Structural Engineering Building Design 4*4p 228 East Gadillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 engf^ee g exceffon sfn ]957' PROFESS/ 41 E 3 1 sqT lR C T &RP " CA��FO D TE SIGNED 6-25-14 S-1.OLQ P1��2 BLOCK CO., INC. Since 19w8 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ,END OF WALL U x /� SxHF t 5xHF 8' High Max. Site Wall C ® 100mph Risk Category I 6" Wide CMU 5 F----•, p U STA r 0 x "F3UCTION o - A Y � RETURN TYP. 5 x HF /�1 5 x:HFT TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES O & O 5 x HF MIN. TOTAL WALL LENGTH TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES O & O II ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 Mw engine—Ing excerrence since 2957- 5 x HF MIN. AzWi,.�tGNED 5-21-14 S-2.OLQ Pim 2 of 2 B`;# City of La Quanta -Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 5,LfE-2,014-1(Z Project Address: 5668--6 491, 8 Owner's Name: �� S lJ 2 t �• A. P. Number: . ? 66 .— 330 — D 06 Address: 6 - � Legal Description: L p� (j TSG 302 06 D City, ST, Zip:/y `.� /' t S 64 Contractor: I As 1 /�l L•c/ S / .2 etc h ne: 3 T o t:� P O Address: � ,� i � / 2.' Project Description: a / City,ST,Zip= {f �. r1✓� S1 CA Telephone: � b 3 : ' State Lie. # : 3 U 3 5 $ City Lie. #, e► v Gem t. S Arch., Engr., Designer: _ GOF Ile Address: City., ST, Zip: Tel Telephone: — ep `:::» ::_>r :>::>;:s: <:<:':>:;;%: i':':i:<:=:: =: Oc-> an Construction Type: � v p cy: State Lie.# - is^Y�if - Project 'cttyP (circlea one): New Addn Alter Repair r Dem o Name of Contact Person: fil'04 �� e Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 6 0 3S�C) Estimated Value of Project: t Sb < O - r Lt 3.Zf Ll APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Rec'd TRACEING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss C21cs. Caned Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for correctionsrssue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN I10USE:- '`d Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees