Loading...
BWFE2015-028778-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 4 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: bWFE2015-0287 Property Address: 53565 HUMBOLDT BLVD APN: 767700019 Application Description: MCCLURE HOMES / BLOCK WALL Property Zoning: Application Valuation: $60,000.00 Applicant: DISCOVERY BUILDERS 80955 AVENUE 52 LA QUINTA, CA 92253 I IIIIII VIII I'llllll 17 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 usiness and Professions Code, and my License is in full force and effect. License Class: Li ense No.: AEC252 Date: D l9 ( OWNER -BUILD DECLARATION I hereby affirm under penalty of perjury at 1 am exempt from the Contractor's State License Law for the following reason (S . 7031.5, Business and Professions Code: Any city or county that requires a permit , construct, alter, improve, demolish, or repair any structure, prior to its issuance, a o 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 N Lender's Address: E) VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: MCCLURE HO 52647 VIA SAS LA QUINTA, C. Contractor: DISCOVERY BI 80955 AVENU LA QUINTA, C Date: 10/6/2015 (760)393-5286 Llc. No.: AEC252 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' compensaY n, as provided for by Section 3700 of the Labor Code, for the performance of the for which this permit is issued. } have and will maintain workers' compensation insurance, as required by Sect 700 of the Labor Code, for the performance of the work for which this permit is issu . 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 sho become subject to the workers' compensation provisions of Section 3700 oft Labor Code, I shall forthwith comply with these pWvis�s. �, WARNING: FAIfURE TO SECURE WORKERS' MF�1(TfON COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CR NAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($ 000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROV Jr FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICSNT 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 infor tion is correct. I agree to comply with all city and county ordinances and state laws r _ting to building construction, and hereb authorize representatives of this city t r upon the above-menjtiijon d o rty for inspection purposes. v ate: ignature (Applicant or DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS 581473 FEE 101-0000-20306 0 $3.00 $3.00 10/6/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DISCOVERY BUILDERS CASH R9797 SGU Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $3.00 $3.00. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $87.00 $87.00 10/6/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DISCOVERY BUILDERS CASH R9797 SGU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 10/6/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DISCOVERY BUILDERS CASH R9797 SGU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 10/6/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DISCOVERY BUILDERS CASH R9797 SGU Total Paid for FENCE OR FREESTANDING WALL: $195.77 $195.77 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - EA ADD 50 LF 101-0000-42404 0 $87.00 $87.00 10/6/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DISCOVERY BUILDERS CASH R9797 SGU DESCRIPTION .ACCOUNT QTY AMOUNT - PAID PAID DATE RET WALL <=12 - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 10/6/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DISCOVERY BUILDERS CASH R9797 SGU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 10/6/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY DISCOVERY BUILDERS CASH R9797 SGU Total Paid for RETAINING WALL: $195.77 $195.77 Per1111t Det►al�S PERMIT NUMBER Cit of La Quinta BWFE1201�5-0287 Y Description.: MCCLURE HOMES / BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: ISSUED Applied: 9/25/2015 MFA APPROVED Approved: 10/6/2015 AZA Parcel No: 767700019 Site Address: 53565 HUMBOLDT BLVD LA QUINTA,CA 92253 Subdivision: TR 33076-2 Block: Lot: 67 Issued: 10/6/2015 AZA Lot Scl Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $60,000.00 Occupancy Type: Construction Type: Expired: 4/3/2016 AZA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 10 LF 8 FT HIGH GARDEN 295 LF OF 6 FT GARDEN WALL, 26 LF OF 3 FT HIGH GARDEN, 45 LF OF 181NCH HIGH GARDEN WALL, 160 LF OF 6 FT HIGH GARDEN WALL W/ 2 FT RETAINING WALL, 212 LF OF 2 FT HIGH RETAINING WALL & 14 LF OF 2 FT. HIGH GARDEN WALL LOCATED AT NORTH, SOUTH, EAST AND WEST PROPERTY LINES [PER CITY APPROVED PROTO AND ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. WALLS TO BE CONSTRUCTED WITHIN PROPERTY LINES. 2013 CALIFORNIA BUILDING CODES. q ° :. � ♦ a. ,: xi.,1, � r.c<� r - „st_ �. � n�.v� =. w �. ". --e5 �j°�F �ti" � �^'y'k' � a Printed: Tuesday, October 06, 2015 1:19:03 PM 1 of 2 RV LJ SYS iEMS 0 w` Permit Det►a1�5 PERMIT NUMBER � City of La Quinta B W F E20-1MOZ IRE Printed: Tuesday, October 06, 2015 1:19:03 PM 2 of 2 OFK srsrenns CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS S81473 FEE 1 101-0000-20306 0 $3.00 $3.00 10/6/15 R9797 CASH DISCOVERY BUILDERS SGU Total Paid for BUILDING STANDARDS ADMINISTRATION $3.00 $3.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $87.00 $87.00 10/6/15 R9797 CASH DISCOVERY BUILDERS SGU ADDITIONAL 50 LF WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $47.86 10/6/15 R9797 CASH DISCOVERY BUILDERS SGU 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $60.91 10/6/15 R9797 CASH DISCOVERY BUILDERS SGU 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $195.77 $195.77 RET WALL <=12 - EA 101-0000-42404 0 $87.00 $87.00 10/6/15 R9797 CASH DISCOVERY BUILDERS SGU ADD 50 LF RET WALL <=12 - FIRST 101-0000-42404 0 $47.86 $47.86 10/6/15 R9797 CASH DISCOVERY BUILDERS SGU 100 LF RET WALL <=12 - FIRST 101-0000-42600 0 $60.91 $60.91 10/6/15 R9797 CASH DISCOVERY BUILDERS SGU 100 LF PC Total Paid for RETAINING WALL: $195.77 $195.77 'x Printed: Tuesday, October 06, 2015 1:19:03 PM 2 of 2 OFK srsrenns C Bin #City of La Quinta. Building 81• Safety.Division Permit# Ot� P.O. Box 1504, 78-495 Calle Tampico . I S� La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet S. vtnnJo(� 6t vZ Owner's Name: A. P. Number: (6 _ �� _b (� Address: S Z Gq -4 Legal Description: Lei G-4 -k-J-330-X-7 Wl • 30( City, ST, Zip: (�. (� v ;,�� C j4 17S ZZS t act r•Con o.�:S��„Q-. Ju:1UsL�� �0.�-�•�� j�-� Telephone:yS�-ll�'-Ie�)Z f='>`��'<'<�#>`'�'�>'? Address: 5 S �11 S Z Project Description: 3�jC k- (J-3 City, ST, zip: ��, Qus -�`!� .0 `�Z.�l s 9Jt ,C�t.. C —10 Tele hone: P � - b S � 3 1 1 -% :City - D - Z u n i6 Gay. _ State Lic. # : Lic. N.. '� `Ij — Z� _ Ciw q W5' Arch., Engr., Designer: 14 Address: i y _ yt1�.. ; . L il City, ST, Zip: �JL\ rnI L 14 ZQ I 3%7i 1 Telephone: eP - 1 - �f©S S 8 1 c� 9 t `i;":%:` �.`i�^:.;;:,:•..;.;,; :•;.�,;.:;;•�;;,;.:.�;: Construction T e: Occupancy:F . YP State Lic. #: C 1 p'� 6 Alter air Project type (circle one . Ne Add'n A r � Rep Demo Name of Contact Person: X 11 A nnv n Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: -11o19 S 7 stimEated Value of Project 0t9� APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Rcc'd TRACKING PERMIT•FEES Plan Sets PIan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Callcd Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mcchanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. Ii.O.A. Approval Plans resubmitted Grading IN IiOUSE:- ''' Review, ready for corrcctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Pecs „ 46 6' High Wall Heel -in Footir B*:��Imc Risk ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 678, 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 NO SURCHARGE 6. MASONRY COMPRESSIVE STRENGTH, I'm = 1500ps1. SPECIAL INSPECTION NOT REQUIRED PER..CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABIUTY'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 U.O.N. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD-ORAWN STEEL VIRE 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 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 B-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF OOpsl. A 0--c5 ?5 i 7. , QRST 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. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE OPTIONAL WALL CAP 2' to 4' Retaining g----G--o 100mph-(AlQ ee or y IIA Q, s7 Ir; �t J I VETY Dz fT. + �U�« D ROW - FOP, CONSTAL1CT10,N 6 STD. LADDER TYPE (J5 STD FOR SLUMP.STONE) JOINT:REINF, AT TOP COURSE- AT FIRST COURSE, AND 24"o.c. AT FENCE 6' WIDE (NOM.) CMU W/ f4 VERT. REINF. 024 o.c. (16" LONG CMU) - 0 CTR. OF WALL GROUT CELLS w/ REINF. #4 HORIZ. 024"o:6. 0 RETAINING 4"0 SDR 35 PERF. PIPE w/ 10. 3/4" GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC- - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WOE (NOM.) CMU FULLY GROUTED \. 'X' BARS PER SCHEDULE,.LAP 24' MIN. F.G.. WET -SET FIRST �o COURSE ' #4 CONT. #4 CONT. 0 12"o.c. U' e n CONT. CONC. FTG. CONC. KEY 12" H' MAX. TYPE PER S-=2.0 16* LONG CMU B' MIN. C. OF BLOCK TO 2'-0" A 4024"o.c. 3 -B B' 4032'o.c; 2'-9' N/A a 2'-8' A' 4024"o.c. 3'-10" 0'-1" B' 4032"o.c. 3'-40' N/A LOADING S-4" A' 4016'o.c. 4'-2" 0'-3" B. 4032 o.c. 3 -5" N/A 1. SEISMIC, 5% DAMPING ® 1 SECOND - ACCELERATION Cs=0.33WL 'A' Lai6"o: C. 4'-B" p'-4" 2• FOUNDATION SIZES BASED ON . ' " ' MAXIMUM WIND OR SEISMIC ! B4032o.c. 3=11 0'-2" LOADING. , 01i ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East 81 dlllo Street • CoVlna • CA . 91723-2115 (626) 938-1595 • Facsfmffe (626) 938-0485 en9lnaertnp excellence Srn :957" 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION Bila OPTIONAL CHAMFER BACKFILL - WELL GRADED, CLEAN SANDS OR GRAVEL. OR COMBINATION USC= GW,GP OR SW,SP 21" OUTSIDE FACE !9 OF BLOCK TO 0 &. OF VERT a " •' a 'B' PER S 0 33 EX : 1 -16 +9�:. CA -0 DATE SIGNED 6-25-14 S--1.6LQ #6255 8' High Max. Site Wall C ®100mph 4IS!CKCO,INC. Risk Category I since*940 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU CND:OF WALL X O SxHF. 5 A NTA LA 'ON g.,CA X T. SxHF SxHF RETURN TV, O SxHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES 0 & O TOTAL WALL LENGTH } laxR' 5 x HF MIN. 5 x HF MIN. i > w x 2 TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES,.& ANDERSON DESIGN GROUP Structural Engineering Building Design` 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595• Facsimile (626) 938-0485 -enp/neorinp excellence score 1957- MwYi'/Rnrf n.nw�1 I�k�IGN ED 5-21-14 S-2.OLQ #6255 6" (6-0 TO 6-81 PROTO II EXPOSURE C - TRENCH FOOTING u U N Z W �u� crow Z w wCa) = P L Q w a- 0 NaCA Li ac� Q?- FE Sl0 O piK}� w S 44 * STRUcT��P� T9TFOF CALky- THESE ORAWINGS/CALCULATO DESIGN CRITERIA (PER 2013 CBC): CAP BLOCK PER SHEET C 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. STEEL PLATE TO BEAR FULLY 3. SEE SHEET B AND SHEET C ON CENTER WEB OR END PRIOR TO START OF FACE SHELL- SIZE PER CONSTRUCTION. I; ri SHEET C HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BELOW POST TENSION (PT) ROD SEE SHEET 8 FOR ROD SPECS - CENTER IN WALL PROTO II FENCE WALL FINISHED GRADE #4 CONTINUOUS AT HOOK 1 MAX `— CONTINUOUS CONCRETE TRENCH FOOTING FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, INSTALL DRAINAGE BLOCK AT SWALE AT GRADE. TRENCH DEPTH AT TOP OF 2.1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE MIN. DEPTH TRENCH FOOTING 12' TO 36" 2'-2' 6" TO 11" 2'-7' 3' TO 5" 2'-9" FENCE WALL SCHEDULE AT LEVEL SOIL 'H' MAX DESIGN WIND EXP PH PT ROD SPACING 'D' MIN. C AT 100 6'-0" 2'-1" 6'-0" C AT 110 -- -- C AT 120 -- -- C AT 100 6'-0" 2'-2" 6'-8" C AT 110 -- -- C AT 120 -- -- 8" LIGHT MIN. 1 , t� �+, nT 1 BUIL-t,:..l�, & SAFE i Y FJ CO i �R-OTO II STANDARD �� j LA QU TA, CA /f'`- ' ... ? .L✓ J ..1 FOR ��s1 RUGT'L ,OB NUMBER DA7i c 2 SEALED ON (a ( (S 1-115-9155 DRAWN Z 8f� f1'f , -4 7RKMW # - --8964 TMH * v� PROTO-II ,r WALL SYSTIE DATE ENGR CARUSO =ar - WWW.PROT02.COM 08.19.2014 JAC TURLEY ����= 3 SCOTT �i Weir 41&0 CASCADES COURT Ti07.0TA. CA 92591 PACKAGE SHEET INC. 4-37 GARY Oi',0 adadas 'F+C (951) 684-3793 9aryena@ZUitcun C www.Ct50Z.COT Tri-S.ri.ri.ri,ri (NTT WAY BE N$TA::ED 6Y A.VRCVEO AA9 CERTa�fl 1NSTA�UFS) S1 �1 i. W. aq a' TMpt POST—TENSONED WASMW WAIS ARE CONSOM PRELIMINARY -NOT FOR MNSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL tS AFFIXED AITH YOTTEN SIGNATURE _ BLOCK CO., INC. stere 1141 ANGELUS BLOCK,MASONRY FENCE WALL SYSTEM 6' to V . High Site Wall Spread Footing - C a 100mph (ult.) Risk Category I 6" Wide CMU 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 = 1500ps1. 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 COLO—DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2.500ps1 ® 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— GR00'JE), 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 INR MASONRY MORTAR AS 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 ?Opsi. ;Larpa ps I ;. ..RST 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. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE OPTIONAL WALL CAP t6 STD. LADDER TYPE #5 STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) GROUT CELLS - w/ REINF. BUILDIN( API FOR C 'X' BARS PER SCHEDULE CTR. OF WALL DATE 'Y' BARS PER SCHEDULE LAP PER 'L' F, G WET -SET FIRST COURSE . 2-#4 CONT. CONT. CONC. FT ALT. BENDS-� _ 'H' MAX.A OHRJ nurvr.nALL .... l 0h 0 'L' STEM 'B' MIN. 16" LONG CMU 18" LONG CMU TYPE PER S-2.0 16- LONG CMU18' LONG CMU A' 4024"o.c. 4®27"o.c. ' 2'-0" 2'-10" 6'-0" #40448"o.c. #4054"-... B'4048"o.c. 4®54"o.c, 2'-0" 1'-9" A' 4016"o.c. 4@18"o.c. 2'-0" 3'-1" 6'-8" #4048"o.c. #4045"o.c. 'B' 44048"o.c. #4®54"o.c. 2'-0" V-11" 7'-4" 1 #40948"o.c. #4@45"c.c. I A' 114®16-o.c. I #4C4➢18 t I_ J -U I � -0 1 �R' JlaEZW'2n�8a�C945"o. c. 2'-0" 2'-1" 8'-0"40940"o.. 4036"o.c. Ire A I #4®S a.c. I fj4C�➢9 o.c. I J -4 1 2:: I # c#� I 'O' T /IA rA.A n��.� .. 1tA Gn-cG".. .. •)•_n,• 7•-';�• . ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 mw "e glnecring excellence since 1957" -A QUINTA SAFLTY DEPT. OV ED ;TRUCTION BY 'a of a J N 3” CLR. TYP. QRpFESS/ 41 E 3 1 C T 01 CA\- \F D TE SIGNED 6-25-14 S-1.OLQ �,I►t,� l of 2 ..L NV 1 DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. ACTIVE PRESSURE = 30 PCF MAX 4. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. SEE SHEET C FOR BEARING PLATE SIZE. PROTO II ROD EMBEDDED INTO FOOTING AS SHOWN. POST TENSION (PT) RODS TO OCCUR WITHIN f 8" OF CONVENTIONAL REINFORCING. ONLY GROUT CELLS WITH CONVENTIONAL REINFORCING WITHIN CONVENTIONAL CMU HEIGHT. PROTO II FENCE WALL. HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BLOW GROUT CELLS SOLID 3" ABOVE NOTE: RETAINED HEIGHT DRAINAGE SHOWN ARE MINIMUM 1 #4 CONTINUOUS IN 8' DEEP REQUIREMENTS. SEE SOILS REPORT SOLID GROUTED BOND BEAM. IF AVAILABLE FOR FURTHER INFO. VERTICAL REINF. 'X' BARS FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, 2"0 WEEP HOLES AT INSTALL DRAINAGE BLOCK AT 6'-0" O.C. AS ALTERNATE SWALE AT GRADE. TO PERFORATED PIPE I I z 3/4" OPEN GRADED GRAVEL BACKFILL I �" �1 MAX GEOFABRIC WRAP w �o=> 4" DIA. SCHEDULE 40 EO EQ PERFORATED PVC PIPE ADDED DEPTH OF FOOTING AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE FENCE WALL SCHEDULE AT LEVEL SOIL 36" 2' 'H MAX DESIGN ONO EXP/MPH 6" CONY. CMU HEIGHT CENTERED 'X' REBAR 6' PROTO II HEIGHT PT ROD SPACING V MIN. C AT 100 2'-0" J4 AT 32' O.C. 5'-4' 8'-0" 2'-8- 7'-4" C AT 110 -- -- -- -- -- C AT 120 -- -- -- -- -- x a C AT 100 2'-0' #4 AT 32" O.C. 6'-0" 6'-0" 2'-10" r C AT 110 -- -- -- -- -- C AT 120 -- -- -- - - -- o� C AT 100 2'-8' #4 AT 24" O.C. 6'-0" 6'-0' 2'-11' z2 C AT 110 -- -- -- -- -- C AT 120 -- -- -- -- -- AT_100 3'-4" #4 AT 16" O.C. 6'-0'_ 6'-0" 3'-1" 9'-4" C AT 110 -- -- -- -- -- C AT 120 -- -- -- -- -- NV 1 DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. ACTIVE PRESSURE = 30 PCF MAX 4. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. SEE SHEET C FOR BEARING PLATE SIZE. PROTO II ROD EMBEDDED INTO FOOTING AS SHOWN. POST TENSION (PT) RODS TO OCCUR WITHIN f 8" OF CONVENTIONAL REINFORCING. ONLY GROUT CELLS WITH CONVENTIONAL REINFORCING WITHIN CONVENTIONAL CMU HEIGHT. PROTO II FENCE WALL. HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BLOW GROUT CELLS SOLID 3" ABOVE NOTE: RETAINED HEIGHT DRAINAGE SHOWN ARE MINIMUM 1 #4 CONTINUOUS IN 8' DEEP REQUIREMENTS. SEE SOILS REPORT SOLID GROUTED BOND BEAM. IF AVAILABLE FOR FURTHER INFO. VERTICAL REINF. 'X' BARS FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, 2"0 WEEP HOLES AT INSTALL DRAINAGE BLOCK AT 6'-0" O.C. AS ALTERNATE SWALE AT GRADE. TO PERFORATED PIPE I I z 3/4" OPEN GRADED GRAVEL BACKFILL I �" �1 MAX GEOFABRIC WRAP w �o=> 4" DIA. SCHEDULE 40 EO EQ PERFORATED PVC PIPE ADDED DEPTH OF FOOTING AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE CAP BLOCK PER 36" 2' SHEET C 4" 12" FINISHED GRADE 4:1 -- w MAX SLOPE. NO = - SEE oSURCHARGE SHEET B. NOTE 20 o FOR MORE INFO. N a w a � x a x � a'- z ov o� z2 cr O U cv U NV 1 DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. ACTIVE PRESSURE = 30 PCF MAX 4. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. SEE SHEET C FOR BEARING PLATE SIZE. PROTO II ROD EMBEDDED INTO FOOTING AS SHOWN. POST TENSION (PT) RODS TO OCCUR WITHIN f 8" OF CONVENTIONAL REINFORCING. ONLY GROUT CELLS WITH CONVENTIONAL REINFORCING WITHIN CONVENTIONAL CMU HEIGHT. PROTO II FENCE WALL. HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW PLATE AND AT 24" O.C. BLOW GROUT CELLS SOLID 3" ABOVE NOTE: RETAINED HEIGHT DRAINAGE SHOWN ARE MINIMUM 1 #4 CONTINUOUS IN 8' DEEP REQUIREMENTS. SEE SOILS REPORT SOLID GROUTED BOND BEAM. IF AVAILABLE FOR FURTHER INFO. VERTICAL REINF. 'X' BARS FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, 2"0 WEEP HOLES AT INSTALL DRAINAGE BLOCK AT 6'-0" O.C. AS ALTERNATE SWALE AT GRADE. TO PERFORATED PIPE I I z 3/4" OPEN GRADED GRAVEL BACKFILL I �" �1 MAX GEOFABRIC WRAP w �o=> 4" DIA. SCHEDULE 40 EO EQ PERFORATED PVC PIPE ADDED DEPTH OF FOOTING AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE ADDED DEPTH OF TRENCH FOOTING 36" 2' 30" 4" 12" 13" 3" 18" ' i 4 C NT.`i0~' I sl T WITH 1% MIN. GRADIEN ! UQ ; ci a- ti� ;Us� , A TO AP OVED UTLE ,AN rBE �{ljA, , cc a� yr PROTO II STANDARD VI L�i�U:7rL. 01J^�t.- LA QUINTA, CA �pQ ct PY SNS v • ' � '?`('.i"�:,\E�-'•� .TI1_' JOB NUMBER �. F g" -0"MISN�(J! 14-115-9155 �,. ti � SEALED ON � )CONTINUOU C CRETE CONT s tTRACKING # DRAWN w S40 5 TR€ .G__ BY 14-115-8964 TMH Lu CA - �Rarqe - -- TM L 5- DATE ENGR TURLEY WWW. PRO 02.COM 08.19.2014 JAC s�RUCTU�� �Q SCOTT ew c i✓ al800 caSCADESTM�cnerEorETo �' CA 92591 PACKAGE SHEET— ATTIC 4T� `�OQ� INC. �� 6d6pq Pig'551) 694-3793 - garya:lo#pratoii.com OF CAt �..rn.ct5az.com a� N.iwAw� {L1AY CNl7 9E ll51ALLM BY AP OMS AND CERTF.m INSTAlERS) S3.1 »> s-, 6'. AND 8• D(Ot PMT-¢N9GED MASO*r WaS DfSE DRAWINGS/CALCULATIONS ARE CONSDERED PRELIMNARY -NOT FDR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENOkEER OF RECORO'S SEAL IS AFRXED IM WRITTEN SIGNATURE C. - ---� -31 L= —15 1 5, ------------------- 1 1 I .r2FwFw L5" 00,00 \ � j I I v iT,\ \ \ \\ \ I I 1 11 \ \ \\ \ \\ \,^A \ \ \ \ \\ 1 1 1 1 1 \\\\ t A\ \ I F'00L I 1 \ 1 Na IN (bv \\p �l \�\T 11 •��•n�1•:a I 11 1 1 1 1 1 \ \ \ \ \ \ 1 1 \ \ 11 1111 11 11 11 11 11 1\ \��\ \ 1 1 , I 11 11 11 r 11 11 11 1\ \I \\ \\ \\\� I 1 1 1 �; ,� •� I I 111 I 1 II r--r— I II 11 11 1 1\ \1 1 11 11 I 11 11 I 111,1 �. It 1 1 1 I I 1 1 I I it 11 1 11 1 1 II 1 1 II 1 1 II l i i-,• L_ 11 11 r 1 11 11 I II 11 � � I I II Q cl �-- i IT 1\—rt--------�— I— q�_--- II I li 11 TY - i 11 1 q 7 i r \ \ \ \ \ \ \ \ \ S ITE PLA N CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE A B PROJECT INFORMATION csoc��o s:v�=.:u�vcr�wwc cuEsr co7ACE FwoR AE_n A7AC.W GARAGE - A + + + h a y e r architecture ♦/S // �. /,ew AVE Bv,/e )B0• 0e/ Ne, . L9 92011 :858 192 2800 /BSB 192 2802 + + } r,•ot, u a } } McClure Residence MADISON CLUB LOT 67-B 53-565 Humboldt Blvd. La Ouinta, CA 92253 API: 767.700.019 rS' - ++ + + rtA+aELrwsss; ;c a aa:, + + + va+s w :s a:cs a^.:s a:Brs wau 0s5�1f Ma:f L52-:3 1.t'S a94 r5 + uteri + a N0T,F0Rc0,V57aUC7aV 0 00, r r ❑ QmVn OM. ❑ RF. , ❑ 8v ❑ OAer ■ i0RCOVS,RUC7aV ❑ flan axok ■ CO^S9 - ❑ OY.er t )& SF — + + SIZE— CHO$SfLOORAREA IC13)SF �SifenREA: nee3asf FPA mesa aet 031 wvN ACEA fs, sF cnt,Err�;mocE c�n zns &Lv-aCLE ccw€F=_o AREA t,JY Cd/FF.co<RA AT FROM' COOP 19)SF COv - RAIIOS .A t.3S9II