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BWFE2016-0136y 78-495 CALLE TAMPICO 4@ VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT 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 Cla s: B License No.: 410408 6—Da � Contractor OWNER -BUILDER DECLA TION I hereby affirm under penalty of perjury that I am exe t from a Contractor's State License Law for the following reason (Sec. 7031.5, Busin 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 11, 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.). ( 11, 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 Licerise Law.). I I 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 Lender's Address: 4ectiWORKER'S COMPENSATION DECLARATION onOO der penalty of perjury one of the following declarations: e and will maintain a certificate of consent to self -insure for workers' as provided for by Section 3700 of the Labor Code, for the performance which this permit is issued. and will maintain workers' compensation insurance, as required by f t e Labor Code, for the performance of the work for which this permit rkers' 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' com ensati provisions of Section 3700 abor Code, I shall forthwith comply hose pr visions. Date: Applic t: WARNING: AILURE O SECURE WORKERS' CO PENSAT�II COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMIN/iLTIES 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 actor 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 relati g to building construction, and hereby authorize representatives of is city to enter on the above-mentio a property for inspection purpos Date: I Signature (Applicant or gent): Date: 6/21/2016 Application Number: BWFE2016-0136 Owner: Property Address: 53389 VIA BELLAGIO GEORGE VELARDE o APN: 777160029 53389 VIA BELAGIO S c Application Description: VALARDE / 100LF OF 6' BLOCK WALL LA QUINTA, CA 92253 C? Property Zoning: :JApplication Valuation: $8,700.00 0 CF,-:. Applicant: Contractor: Z� 4 zo c MICHAEL 1EHA CONSTRUCTION MICHAEL JEHA CONSTRUCTION n >rn L 53408 VIA PISA 53408 VIA PISA y LA QUINTA, CA 92253 LA QUINTA, CA 92253 M C (925)250-4038 Llc. No.: 410408 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 Cla s: B License No.: 410408 6—Da � Contractor OWNER -BUILDER DECLA TION I hereby affirm under penalty of perjury that I am exe t from a Contractor's State License Law for the following reason (Sec. 7031.5, Busin 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 11, 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.). ( 11, 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 Licerise Law.). I I 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 Lender's Address: 4ectiWORKER'S COMPENSATION DECLARATION onOO der penalty of perjury one of the following declarations: e and will maintain a certificate of consent to self -insure for workers' as provided for by Section 3700 of the Labor Code, for the performance which this permit is issued. and will maintain workers' compensation insurance, as required by f t e Labor Code, for the performance of the work for which this permit rkers' 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' com ensati provisions of Section 3700 abor Code, I shall forthwith comply hose pr visions. Date: Applic t: WARNING: AILURE O SECURE WORKERS' CO PENSAT�II COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMIN/iLTIES 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 actor 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 relati g to building construction, and hereby authorize representatives of is city to enter on the above-mentio a property for inspection purpos Date: I Signature (Applicant or gent): DESCRIPTION FINANCIAL • ACCOUNTQTY a. AMOUNT. PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # . CHECK # CLTD BY Total Paid for BUILDING 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 TOTALS:0• 00 Description: VALARDE / 10OLF OF 6' BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 6/21/2016 SKH APPROVED Approved: Parcel No: 777160029 Site Address: 53389 VIA BELLAGIO LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 312 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $8,700.00 Occupancy Type: Construction -Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 53408 VIA PISA Details: 100 LF OF 6' BLOCK WALL AT EAST PL AND 4 WING WALLS EAST AND WEST SIDE [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS NAME TYPE NAIVIf .. .. ....... .... , .. "ADDRESSi CONTACTS CITY STATE ZIP PHONE . FAX EMAIL APPLICANT MICHAEL JEHA CONSTRUCTION 53408 VIA PISA LA QUINTA CA 92253 JEHACONSTRUCTION@ AOL.COM CONTRACTOR MICHAEL JEHA CONSTRUCTION 53408 VIA PISA LA QUINTA CA 92253 JEHACONSTRUCTION@ AOL.COM OWNER GEORGE VELARDE 53389 VIA BELAGIO LA QUINTA CA 92253 Printed: Tuesday, June 21, 2016 12:05:21 PM 1 of 2 .., SYSTEMS Printed: Tuesday, June 21, 2016 12:05:21 PM 2 of 2 sysrrMs CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY -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 $0.00 TOTALS;0• 00 Printed: Tuesday, June 21, 2016 12:05:21 PM 2 of 2 sysrrMs LOT 311 PE= 1009.1) a EXIST • RESIDENCE I 14'70 C g 1FG 3 4 �ppS fl. 1 O Z ® 14.f1'1 PA - •+a 1 �, •, 5 z •` . L tP\ Z -n SING 81.00K V"2 t� ' 1 f� nI6f5 9�• ,y 12 , 3 4S f %•'!,•(' 1 W �Cj)•;� 2 ...FS A! C) > •�' 9.1 28Af - Lam. ' /. U 7 •� 4, i I CC� AC 4 `BpTN 8.5OFS �0. .6 C) / PLA 'R BORDER t, -,- ._ � 2 Q" 2 A A/c v :1Q 1 ovsxA p•F„1`�� _ -kmrs GAGE 1 % B.1F 1FG - C BEDR802ON GOLF CART N T//211 p i/ FOUND• o ® ^. �Pr 2 `•. �2 OMCE '^ 1l. / /Y3...�1 C • g �., j' :: ry NG \ �• J O PA ©4.1 I MASER 43FS '1 107E BATH 8.60 -. 1. ` _ �'"• .S6F5 W$TER -•a� ' BATH BEDROOM 2 1 CAR 13 P f/ GALLERY 8.56F5 VEmBULE GARA.Ge 1 + &iFG BEDf� Y N�3 SPA \ ` P PA _ PA 6.56FS SFO. / D=1Y27'- ,, �,u ��� PA 8.472.00' `°`o' `�- 9 79 36 GREAT ROOK 1 PA 9 2 { d ' x • ..• /o L=94.34• 11 .1_. IF PA PA 13 .SOFS i'� 8.1FG 312 PA g i �/ [ / PUE �!/ POOL LOT / •`� CoPING=8.55 --i t ' ... 2 , 2 ,• { 2 -r _ . r r W,t8.05 GoveREo PATro..f 1008.1 O -r i3 5 t ,; PE=( 008.60 1_ PA / Bs•/ I r y 7 / 2 ..I PA ('A51TA GASITp PA 9 8.1FG BEWi00M BATH 2 BAR8.1FG / •�ti�• , 9 .561'S 2, �/ • /,/ / F to A / ' LAUNDRY GUEST DEN LMNG PA / R-878-'26- • 1 /' PANTRY 1 / R=878. . y�y we 4 FlRE. i - POOL EOUIP. A/C T NECH PA.1 \ - /d h / tn'�, 1 • /� — C,"J- 4 7.107E , LOT 313 :10 1007.7 VACANT I ��� � PROVIDE 3/L ' Ai R81CK 0 VPAVERS PER ARCHITECT PIAN PIC PLUG AND FEMALE ADAPTER BENCHMARK -LOCAL BENCHMARK �FlNISHEo GRADE tPM APPROVED CITY — MIGH GRADIINNGT a. 6' to 8' High Site Wall Trench Footing - C o 100mph cult ) Risk Category i ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 60 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, Pm a 15000si. 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: '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. 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 IM 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 12000ps1. 'FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c. OR 20'-0'o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10> GROUT ALL CELLS' WITH REINFORCEMENT.. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET S-5.1. MINIMUM DEPTH 'D' 0 SLOPE SLOPE. SETBACK 0 -0: 1'-0" 2 :1 2.-6 , 2 -0 3 .1 2'-0" . - CONT. CONC. FTG. ----^'" L 8" 5'-0" MIN. CONT . TO DAYLIGHT H' MAX. h.- LONG CMU 18' LONG CMU (TYPE PER`S-2,G 16' LI ONG CAIUo 18' LDI NC CttU I L' STEM ( D' MIN. ' 6'-0" $4048"o.c. I #4054"o.C. ^ 2 B' ®"" 0r "oc-u — 4a.y4. 2-0 2'-2" 6'-8" #4048"0.c. #4045..c. A' #4016'o.c.. ^4018"o.c. 1 2'-0" 'A' 4016"o.c.4018"o.c. 3'=0" 3'-2" 7'.-4 #4048 x. #4045"o.c. _. " -0" #4040 ox. #4036 0.c. ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 Eas: Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 14c' "eng+neenng exce++ante s+nce +957' DATE SIGNED 3-10-16' S-1.2LQ #6255 (x3 OPTIONAL WALL CAP 0 rr 'X' rSTD. LADDER 'TYPE ...: FOR �' • ^+ S BARS PER o STD SLUMPSTONE) COURSE, JOINT REINF, AT TOP AT FIRST COURSE, AND 24"o.C., ? CTR. OF WALL 4. 6" WIDE (NOM,} CMU'I "D �► rri .: '.. GROUT CELLS. _. SETBACK _} w/ REINF. � PER CONT. CONC. FTG. ----^'" L 8" 5'-0" MIN. CONT . TO DAYLIGHT H' MAX. h.- LONG CMU 18' LONG CMU (TYPE PER`S-2,G 16' LI ONG CAIUo 18' LDI NC CttU I L' STEM ( D' MIN. ' 6'-0" $4048"o.c. I #4054"o.C. ^ 2 B' ®"" 0r "oc-u — 4a.y4. 2-0 2'-2" 6'-8" #4048"0.c. #4045..c. A' #4016'o.c.. ^4018"o.c. 1 2'-0" 'A' 4016"o.c.4018"o.c. 3'=0" 3'-2" 7'.-4 #4048 x. #4045"o.c. _. " -0" #4040 ox. #4036 0.c. ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 Eas: Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 14c' "eng+neenng exce++ante s+nce +957' DATE SIGNED 3-10-16' S-1.2LQ #6255 'X' a BARS PER SCHEDULE 0 ? CTR. OF WALL SETBACK PER SCHED. 'Y' BARS PER SCHEDULE LAP 'L' PER Z w F:G: z c1 N � v J WET -SET FIRST - a COURSE ,? . _ W ' J 7 2-44 CONT. g U 0. CONT. CONC. FTG. ----^'" L 8" 5'-0" MIN. CONT . TO DAYLIGHT H' MAX. h.- LONG CMU 18' LONG CMU (TYPE PER`S-2,G 16' LI ONG CAIUo 18' LDI NC CttU I L' STEM ( D' MIN. ' 6'-0" $4048"o.c. I #4054"o.C. ^ 2 B' ®"" 0r "oc-u — 4a.y4. 2-0 2'-2" 6'-8" #4048"0.c. #4045..c. A' #4016'o.c.. ^4018"o.c. 1 2'-0" 'A' 4016"o.c.4018"o.c. 3'=0" 3'-2" 7'.-4 #4048 x. #4045"o.c. _. " -0" #4040 ox. #4036 0.c. ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 Eas: Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 14c' "eng+neenng exce++ante s+nce +957' DATE SIGNED 3-10-16' S-1.2LQ #6255 8' High Max. Site Wall C a 100mph BLOCKCQ•�NC. Risk Category I Sinca 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU END OF WALL O.. SxHF. 5xHF x Ln 0 O o g x ^ XB. RETURN TYP: O 5 x HF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES' ' B -Jt _ TOTAL WALL LENGTH a } 3: i 5 x HF MIN. 5 x HF MIN. TYPICAL REIN�FOORCED WALL STEM TYPES ELEVATION WALL TYPES ANDERSON DESIGN GROQ Structural Engineering • • Building DeslaA 226 East Sadilio Street • Covina. CA • 917223-2115 (626) 936.1595 • Facsimile (626) 936-0465 "<nyrneCi'Iny axCerf<nCa Sr�.te f93)" DATE SIGNED 3-10=16 S-2:OLQ #6255 THE CITY OF LAQUINTA,CA - UPDATED ENGINEERS STAMP - EXPIRES 3-31-18 (100 mph C) 1. O 0= M INC. i'bt It6: ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to 8' High Site Wall Spread Footing - C o 100mph (ult) Risk Category I 60 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-1500psi. SPECIAL fNSP[OTiON 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: 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. 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. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2 OOOpsi. FIRST COURSE MAY BE WET -SET 1 1/2.INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.C. OR 20'-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 CITY OFLAQ U I D r•1 BtllLOING & SAF=ETY DEF 'H' MAX.!X BARS RDNFNALL STEN Y BARS LADDER. TYPE � ( C N MSTD: ... STO FOR'SLUMPSTONE) 16' LONG CMU JOINT REI IF 'AT TOP 6044.88. S ;' TYPE PER S-2.0 AT FIRST COURSE, AND 24''o;C: D ( �Y 6" WIDE (NOM;) CMU #4048"o.c. GROUT CELLS A 'B':... w/ REINF. 027 o.a. �2 -0 2 -10. o 'X' BARS PER W SCHEDULE 0 � CTR. OF WALL 1'-97 'Y BARS PER AP SCHEDULE LAP- 'L' PER PER 2 EQ. EQ. W z � x F.G.. J N A a WET -SET FIRST - a COURSE - 2-#4 CONT. CONT. CONC.:fTG ...__ 3" CLR. 4054"o.c. TYP. ALT. BENDS 'B' MIN. PER SCHEDULE .ANDERSON DESIGN GROUP Structural Engineering • Bulld)ng Design 228 East Baoillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "@ngln@O�fng excellanco 6lnt@ ]997' DATE SIGNED 3-10-16 S-1.OLQ #6255 MASONRY FENCE. WALL SCHEDULE 'H' MAX.!X BARS RDNFNALL STEN Y BARS 'L' STEM 'B' MIN. 16' LONG CMU IS* LONG CMII TYPE PER S-2.0 16' LONG CMU 18- LONG CMU 1i'^O" #4048"o.c. #4054"o.c. A 'B':... 4024"o.c. 027 o.a. �2 -0 2 -10. ... .... 4048"o.c.- 054"o.c. 2'-0" 1'-97 6'-B" _.. #4048"o.c. #4045"o.c. A 40+16 O.C. 4018"o.c. 2'-()-. B' 4048"o.c. 4054"o.c. 7'-4" #4048"0.C #4045"o.a ,A, #4016 ox. 4018"o.c. 3'=0"' 3'-6" B 4048"o.0. 4045"o.c. 8'-0" #4040"o.c. #4036"o.c. A' 408"o.c.09 o.e. B 4040 o.c: 036 o.c, 2'-0 j -2=W " .ANDERSON DESIGN GROUP Structural Engineering • Bulld)ng Design 228 East Baoillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "@ngln@O�fng excellanco 6lnt@ ]997' DATE SIGNED 3-10-16 S-1.OLQ #6255 '8' High Max. Site Wall C ® 100mph r*��N Risk Category I Sinc1046 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM G' Wide CMU END.,OF WALL x O. 5 x HF. 5 x HF: o o. . x in _ oo n, o RETURN TYP. SxHF SxHF \/ 5xHF TYPICAL REINFORCED WALL STEM TYPES PLAN wnu TYPES( �q ) ec O. • TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES o&o I i OFFLIA UIN A Y DEPT. ANDERSON DES�GGz. ED . Structural Engineering • Mulldii1723-211S pnSe �i�QN`�TRUCTiON . 228 East Badllio Street • Covina • CA • (626) 938-1595 Fail 11By b238={)485. F OF :GA4�F� DATE SIGNED 3-10-16 S-2.OLQ #6255 Bin # City of La Quinta Building 8I' Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address..^?j $ Owner's Name A. P. Number: 0 Address: t7 V Legal Description: City, ST, Zip: ntra Co ct r o. . M Telephone: Address: IS )N, Project Description: City, ST, Zip:' 2 �3 DO L- Telephone: 2 v ,S 2S 3 State Lic. # : T> n Arch:, Engr., Designer: Address: City., ST, Zip: Telephone: ..............................`:.. Construction Type: Occupancy: : State Lic. # Project type (circle one • New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Floodplain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for-corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.C. H.O.A. Approval Plans resubmitted' Grading IN ROUSE: '"! Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees