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BSIG2016-000778-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: BEST SIGNS INC 1550 S GENE AUTRY TRAIL PALM SPRINGS, CA 92264 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BSIG2016-0007 81880 AVENUE 58 764460046 PIAllA SERENA / MOUNMENT SIGN AT AVENUE 58 ENTRY $3,300.00 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. 1 License Class: C45, D42, C10 License No.: 524483 i Date: SILE Contractob'_8 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 ) 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 r Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the workfor 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 Owner: � �o CADO LA QUINTA c 1545 FARADAY AVE I c? CARLSBAD, CA 0 1 M :J, ?o O -v Contractor: M C= BEST SIGNS INC m 1550 S GENE AUTRY TRAIL n PALM SPRINGS, CA 92264 M (760)320-3042 Llc. No.: 524483 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 polity number are: Carrier: _ Polity 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. Dat�S �Q I Applicant WARNING: FAILURE TO SECURE WORKERS' 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:X::--ALf I 1 UP Signature IAnnlirant nr A n DESCRIPTION. FINANCIAL INFORMATION ACCOUNT QTY .. AMOUNT PAID PAID, DATE HOURLY PLAN CHECK - YES 101-0000-42600 1.25 $87.50 $0.00 PAID BY - METHOD RECEIPT # CHECK # CLTD BY Total Paid for BLDG CITY STAFF - PER HOUR: $87.50 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE. BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT `# CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 DESCRIPTION. - ACCOUNTQTY AMOUNT PAID PAID DATE MONUMENT SIGN, FIRST 101-0000-42404 0 $72.52 $0.00 PAID`BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE MONUMENT SIGN, FIRST PC 101-0000-42600 0 $133.43 $0.00 PAID -BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for SIGN: $205.95 $0.00 TOTALS:• 00 Description: PIAZZA SERENA / MOUNMENT SIGN AT AVENUE 58 ENTRY Type: SIGN Subtype: Status: APPROVED Applied: 3/9/2016 SKH Approved: 5/2/2016 BHA Parcel No: 764460046 Site Address: 81880 AVENUE 58 LA QUINTA,CA 92253 Subdivision: TR 30092 Block: 999 Lot: 9999 Issued: . Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $3,300.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 4/29/2016 Details: MONUMENT SIGN 9CMU WALL WITH FOUNDATION PER ENGINEERED PLANS) FOR PIAZZA SERENA AT ENTRY TO DEVELOPMENT ON AVENUE 58. INCLUDES LED LIGHTING PER APPROVED PLANS. 2013 CODES.NOTE:THE CLOSEST EDGE OF THE NEW SIGN MUST NOT BE CLOSER THAN 15 FEET FROM THE FLOW LINE OF AVENUE 58 TO ALLOW FOR PROPER SIGHT DISTANCE FOR TRAFFIC ENTERING AVENUE 58. CONTRACTOR TO FIELD VERIFY. ..-.d nNNucu w ^NN'v .. ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE- STAFF'NAME ACTION DATE" COMPLETION DATE. ' NOTES E-MAIL BURT HANADA 4/4/2016 4/4/2016 EMAILED CORRECTION LIST TO JOHN CROSS. NOTE MARY FASANO 4/29/2016 4/29/2016 APPLICANT BROUGHT IN STRUCTURAL CALCS PER BURT'S REQUEST NOTE MARY FASANO 5/2/2016 5/2/2016 STRUCTURAL CALCS BROUGHT IN ON 4/29/16. BUT TRAKIT WAS DOWN ALL AFTERNOON PLAN CHECK COMMENTS FROM CONSULTANT KAY HENSEL 3/28/2016 3/28/2016 STRUC RFC 3/28/2016 RECEIVED PLAN CHECK COMMENTS FROM CONSULTANT KAY HENSEL 5/2/2016 5/2/2016 STRUC APPROVABLE 5/2/2016 RECEIVED PLAN CHECK PICKED UP STEPHANIE KHATAMI 4/5/2016 4/5/2016 JENNIFER - BEST SIGNS Printed: Friday, May 06, 2016 9:47:55 AM 1 of 4 sysm s FINANCIAL INFORMATION Printed: Friday, May 06, 2016 9:47:55 AM 2 of 4 SYSTEMS PLANNING HAS APPROVED, THERE WERE NO CHANGES TO PLAN CHECK SENT TO STEPHANIE KHATAMI 3/18/2016 3/21/2016 THE PLAN. TWO WEEK BUILDING TURN AROUND STARTS OUTSIDE PC . 3/18/16. PLAN CHECK'SUBMITTAL STEPHANIE KHATAMI 3/9/2016 3/9/2016 PLAN CHECK SUBMITTAL RECEIVED AND PLACED ON HOLD RECEIVED UNTIL PLANNING PLAN REVIEW IS APPROVED. SA2016-0009 TELEPHONE CALL BURT HANADA 5/2/2016 5/2/2016 LEFT MESSAGE WITH BEST SIGNS RECEPTIONIST THAT PERMIT IS READY TO ISSUE. CONDITION:; . CONTACT "DATE ' DATE DATE) STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED NLA 3/15/2016 4:04:54 PM The proposed sign appears to be an addition to an existing structure in the median of Pasatiempo Court. The closest edge of the new BUILDING BURT HANADA 4/4/2016 PENDING sign must not be closer than 15 feet from the INSPECTION flow line of Avenue 58 to allow for proper sight distance for traffic entering Avenue 58. Based on the review of images on Street View, that appears to be the case but should be verified in the field. CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE'. -FAX EMAIL . APPLICANT BEST SIGNS INC 1550 S GENE AUTRY PALM SPRINGS CA 92264 JENNIFER@BESTSIGNSI TRAIL NC.COM CONTRACTOR BEST SIGNS INC 1550 S GENE AUTRY PALM SPRINGS CA 92264 JENNIFER@BESTSIGNSI TRAIL NC.COM OWNERCADO LA QUINTA 1545 FARADAY AVE CARLSBAD CA 0 FINANCIAL INFORMATION Printed: Friday, May 06, 2016 9:47:55 AM 2 of 4 SYSTEMS IINSPECTIONS REVIEWTYPE REVIEWER SENT, DATE DUE DATE REVIEWS NOTES DESCRIPTION ACCOUNT CITY AMOUNT PAID PAIDDATE RECEIPT# w CHECK # METHOD PAID BY. REVISIONS REQUIRED HOURLY PLAN CHECK - 101-0000-42600 1.25 $87.50 $0.00 YES IST BLDG STR (2. JOHN 3/18/2016 4/1/2016 Total Paid for BLDG CITY STAFF - PER HOUR:. $87.SO $0.00 REVISIONS REQUIRED WK) THOMPSON Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 MONUMENTSIGN, 101-0000-42404 0 $72.52 $0.00 APPROVED ON 4/29.BUT DO TO TRAKIT 2ND BLDG NS (2 BURT 4/19/2016 5/3/2016 5/2/2016 FIRST UNAVAILABILITY, RESULTS WERE NOT ENTERED WK) HANADA UNTIL 5/2/16. MONUMENT SIGN, 101-0000-42600 0 $133.43 $0.00 READY FOR APPROVAL WK) THOMPSON FIRST PC Total Paid for SIGN: $20S.9S $0.00 TOTALS: $294.45 $0.00 IINSPECTIONS REVIEWTYPE REVIEWER SENT, DATE DUE DATE REVIEWS NOTES DATE BURT 3/18/2016 4/1/20.16 4/4/2016 REVISIONS REQUIRED 1ST BLDG NS (2 WK) HANADA IST BLDG STR (2. JOHN 3/18/2016 4/1/2016 3/28/2016 REVISIONS REQUIRED WK) THOMPSON APPROVED ON 4/29.BUT DO TO TRAKIT 2ND BLDG NS (2 BURT 4/19/2016 5/3/2016 5/2/2016 APPROVED UNAVAILABILITY, RESULTS WERE NOT ENTERED WK) HANADA UNTIL 5/2/16. 2ND BLDG STR (2 JOHN 4/19/2016 5/3/2016 4/29/2016 READY FOR APPROVAL WK) THOMPSON BOND INFORMATION Printed: Fhde�'K4ay06,ZO169:47SSAM 3nf4 Printed: Friday, May 06, 2016 9:47:55 AM 4 of 4 SYSTEMS Attachme .Type CREATED OWNER ., , DESCRIPTION PATHNAME SUBDIR<, ETRAKIT.ENABLED 81880 AVENUE 58 - DOC 4/4/2016 BURT HANADA 1ST REVIEW PIAZZA SERENA 1 CORRECTION LIST MONUMENT SIGN.pdf 2ND SUBMITTAL Piazza Serena - wall DOC .4/29/2016 BURT HANADA STRUCTURAL WALL 1 structural calcs.pdf CALCS APPROVED Piazza Serena - wall DOC 5/2/2016 BURT HANADA STRUCTURAL structural calcs_l.pdf CALCULATIONS 81880 AVENUE 58 DOC 5/2/2016 BURT HANADA APPROVED PLANS - PIAZZA SERENA 1 81880 AVENUE 58 MONUMENT SIGN PLANS.pdf APPROVED ENERGY APPROVED ENERGY DOC 5/2/2016 BURT HANADA FORM - 81880 AVENUE FORM -81880 AVENUE 1 58.pdf 58.pdf 1ST CHECK - 1ST CHECK - DOC 3/28/2016 JOHN THOMPSON STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf 1ST CHECK - 1ST CHECK - DOC 3/28/2016 JOHN THOMPSON STRUCTURAL STRUCTURAL 0 COMMENTS.doc CO.MMENTS.doc 2ND CHECK - 2ND CHECK - DOC 5/2/2016 JOHN THOMPSON . STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf 2ND SUBMITTAL 2ND SUBMITTAL DOC 4/20/2016 STEPHANIE KHATAMI CORRECTION LIST AND CORRECTION LIST AND 0 COMMENTS 4-19-16 COMMENTS 4-19-16.pdf DOC 4/26/2016 STEPHANIE KHATAMI 2ND SUBMITTAL PLAN 4 2ND SUBMITTAL 0 -19-16 PLAN.pdf DOC 4/26/2016 STEPHANIE KHATAMI 1ST SUBMITTAL PLAN 1ST SUBMITTAL PLAN 0 CHECK CHECK.pdf Printed: Friday, May 06, 2016 9:47:55 AM 4 of 4 SYSTEMS S S@?SS m» G 2\9 2§ 7 E )\q((Mm 0 = ( \ f / m 0 \ 2 2 } £ £ § E 0 z Q P o « c 2 2 \} k k 0 3 2 , 0 § 2 / (:ZI } } 22 12 0 m ° § 0 £ £ � ) \ � ] / ? 9 \ m k t k z z ��=o 3 J n z - 01, $ S 0 / 00m23m 0 2 = m §> zc y\0z m �X0� C)0 3 Z§§ 0 ] Mi - § g \ < 0 ( \ § 0 m = $ \ 2 \ \ � 0 § I / LIN '0 / \ i ~ «��� ƒK : § \ CD §( F. 00 §\§§ D �©\\ 4# . _ \ ; 2 )!|§ ` )!!; till\2 ` ® ) $` r \\ ~ % ® \po./\§§&2 k "£1 /j ° ° ! § �. lh \( LIN WALL CAP STONE VENEER ------------ --- - I �1 -- -. RECESSED CAN HEVILITE HL -822 -LED LIGHTS TOP VIEW WITH CAPS !m STONE VENEER .. mmml ■ Fm- ■ Fm- ■ FE- ■� �■�■n■■ �■ ■■ �w TOP VIEW MASONARY VIAL! 2 .875' Thick Pacific Stone wall Ca #WC -800 Carmel SCALE 314"= 1'0` P SCALE 314° = 1'0" }—F8 I {— 16° I 88' SOUTH FACING ELEVATION EAST FACING ELEVATION NORTH FACING ELEVATION CMU VIEWS SCALE 314" = 1'0' *SET BACK FOR MONUMENT TO BE NO CLOSER THAN FIFTEEN FEET FROM THE FLOW LINE OF AVE 58 PAGE 2of6 CORE LIGHTING GA up 0.45" 0.69• LED COVE LIGHTS- ELECTRICAL ntctsstU LkU rLQQUb t CARSON DOX FOR POWER Foundation per city of La Ouinta regulations SCALE 314" = 1'0' SUPPLY AND PRIMARY ELECTRICAL HOOK-UP SPECIFICATIONS LED OPTIONS: Integral high TIO output LED. v arm white (3000K C T) standard, others available. DESCRIPTION: 3LED - 3W LED Compact LED recessed in -grade fixture with 8LED - 8W LED adjustable light source. Suitable for Optics n6� weVdamp location installations. SP - Spot. 120 r' '' MATERIAL: NF - Narrow Flood, 240 �., Standard overall material Is 6061 aluminum. FL - Flood. 360 ' HL -822 -LED - Machined Aluminum VOLTAGE: r FINISH: 12 - 12 VAC output transformer required. AA - Anodized Satin Aluminum not included. AP - Powder Coat Aluminum SK - Powder Coat Black BZ - Powder Coat Bronze MOUNTING: Suitable for Installation Into concrete, ' 3^ WT - Powder Coat White masonry, or any non-combustible material RECESSED CAN LIGHTS *SET BACK FOR MONUMENT TO BE NO CLOSER THAN FIFTEEN FEET FROM THE FLOW LINE OFA VE 58 Client CAPSTONE PIAZZA SERENA PrOjoct: ENTRY WALL Protect Add -S: 58TH & MONROE LA QUINTA, CA 92253 Account Rep—niativa: KATE PIERCE Dasigner KATE PIERCE GDT: 0 Date•. FEBRUARY 23; 2016 SwID: AS SHOWN File name: Graphics/L/.Laser Oasis/ Banner 02032016 R NISIOnS U11011t APP -1: 3EST51GN5 INC0910PATE0 1550 S. Gene Autry Trail Palm Springs, CA 92264 TEL: (760) 320-3042 FAX: 760-320-2090 ��r/ 1�N' trvSAa+ CONTRACTORS UC. NO. 52244487...••���� COLORS REPRESENTED IN THIS DRAWING ARE FOR PRES NTATION 1'IIRPOSES ONLY. THEY WILL NOT MATCH YOUR TNISHED PROD UCT PERFLCELY. COLOR CALLOUTS ALL IDEAS. DESIGNS. ARRANG[MENTS AND PLANS INDICATED OR REPRESENTED SY THIS DMWING ARE OWNED BY AND PROPERTY OF BEST SIGNS, INC. AND WEEL CREATED. EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION Va ME SPECIFIED PROIECT. NONE OF SUCH IDEAS. DESIGNS ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIM OR CORPORATION PAGE 4 of 6 1/e' pidato wlthtt'gA t'atd/8'o taPOPon Power assamtbly grounding wire to sign single pole waatherpMef oN,if switch J/ 3/4• PVC conduit -% secondary to sign vw i single gang w•atharproof'J' bones h ' – otallic ground nr secondary ltvolt —tight conduit POWER ASSEMBLY - PLAN VIEW NOT TO SCALE ED —120 volt primary –3/4• PVC conduit primary in from dry double gang wo•therproof'J' boa POWER ASSEMBLY - ELEVATION NOT TO SCALE u(JL r�a:•.wi. wun w.�mv�nsn •rcti.x,.v+tfn:v •..crA chem CAPSTONE' PIAZZA SERENA Proiacl: ENTRY WALL Prolan Address: 58TH & MONROE LA QUINTA, CA 92253 *SETBACK FOR MONUMENT TO BE NO CLOSER THAN FIFTEEN FEET FROM THE FLOW LINE OFAVE 58 DEVELOPED FOR USE ON AND IN CONNECDON w(M THE SPECIFIED PROILCT. NONE Of SUCH IDEAS. DESIGNS AILLANGEMENTS OR PLANS SHALL 6E USED 9Y OR DISCLOSED TO ANY PERSON. — OR CORPORATION PAGE 5of6 aluf.sf aluminum led channel attached to recessed'channel ' !!!! with tv silicone bonding adhesive. A—rH Representahva: k-30 led strip bright white KATE PIERCE Designer: Clear lens KATE PIERCE CDT: 0 Data: FEBRUARY 23, 2016 cast concrete wall cap Scala: AS SHOWN • • , •F File u • . r • . Graphics/L/Laser Oasis/ • Banner_02032016 46 , . 46 J • • • t • • I led strip Client Apia—& • i • ••1 J butt connectors •I ztone veneer STSIGI�S / • • , INCORPORATED i 1550 S. Gene Autry Trail Palm Springs, CA 92264 • 3/4' PVC conduit • TEL: 17601320.3042 • k cmu FAX 760-320-2090 • r T •, r • , • secondary CSA. CONTRACTORS LIC. NO. 524433 from power assembly ' COLORS REPRESENTED IN THIS DMWING ARE IOM PRLSCNTATION PURPOSES ONLY. THEY WILL NOT MATCH YOUR runsitte, PRODUCT PLATEMY. COLORCALLOUTS LED COVE LIGHTING DETAILS -ELEVATION DETAILS ALL ID[AS.OF DI T AROR—FULSENT ED AND PUNS N ARE O0. RED NOT TO YALE wIN OWNED AND BY THIS DRAWING. BY D SIG N WERLPROPC RLATTY E . EVO SIGNS, INC AND WERL CR[AT[D. [VOLVED AND *SETBACK FOR MONUMENT TO BE NO CLOSER THAN FIFTEEN FEET FROM THE FLOW LINE OFAVE 58 DEVELOPED FOR USE ON AND IN CONNECDON w(M THE SPECIFIED PROILCT. NONE Of SUCH IDEAS. DESIGNS AILLANGEMENTS OR PLANS SHALL 6E USED 9Y OR DISCLOSED TO ANY PERSON. — OR CORPORATION PAGE 5of6 SITE PLAN / NO SCALE H PIAZZA SERENA 58TH AVE. & MONROE ST. LA QUINTA, CA 92253 w F--: <LLI d SERENATA DR, w « z 0c . C 58 TH AVE. N W E S Q DOUBLE -SIDED ENTRY MONUMENT WITH UP LIGHTING AND COVE LIGHTING *SETBACK FOR MONUMENT TO BE NO CLOSER THAN FIFTEEN FEET FROM THE FLOW LINE OFAVE 58 client: CAPSTONE PIAZZA SERENA Project: ENTRY WALL Project Addles,: 58TH & MONROE LA QUINTA, CA 92253 Account Rep,sentatNe KATE PIERCE Des,gner. KATE PIERCE GDT. 0 Data: FEBRUARY 23, 2016 Seale: AS SHOWN File name: Graphics/L/Laser Oasis/ Banner_02032016 Rwislans: Client App,aM: W 7m INCORPORATED 1550 S. Gene Autry Trail PDITn Springs, CA 92264 TEL: (7601320-3042 FAX: 760.320-2090 c4p mms t.� CONTRACrORS LIC. NO. 524483 WILL RCPR£S[MLD 4V THIS DRAWING ARE FOR PRESENTATION PURPOSES ONLY. THEY WILL NOT HUTCH YOUR NNISHED PRODUCT PCIEEMY. COLOR CALLOUTS ALL ID<A5. DESIGNS. ARRANGFM[NT5 AND PIANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BEST 51GN5, INC AND "CAE cALATED. EVOLVED AND DEVELOPED FOR USL ON AND IN CONNECTION WRH THE SPECIFIED PROICR. NONE OF 511CH IDEAS, DESIGNS ARRANGEn1ENT50R PIANS SHALL BE USED BY OR DISQOSED TO ANY PERSON. FIRM OR CORPORATION PAGE 6 of 6 a rn C— >o G)O n OC''5 M<,,) Omz 1 a 0 D K � D �� z z 7J w • C:: i2° o p r m �cnz D K Q z m z 7J • C:: i2° �cnz D 00 C M m z Z C m Bill # . City of La Quinta Building, 8t Safety Division o ? 78-495 Calle Tampico La Quints, CA 92253 (760) 7777012 Building Permit Application and Tracking Sheet Permit # - Project Address: D ame: 64fS•�rJE � f (S v.�s A. P. Number: 7Address: Legal Description: ip: �5P� (�� �Z ( 0 g Contractor: lcTelephone:t5 � � ll/ r � s s 1g � O 7 � Address:. f (� �'_ e,EN'C /\V ��`f T72A'1 L Project Description: City, ST, Zip: FA'Ll1/i Sf kJIL/G✓f g7jZFi.,vCIL&V 6Loa< !fib1jVr& "Pr Telephone: P At� T o e. '76D,320- 3. 2 ..#.......Kf N E v To G�G TV AAM -CO>- S i1 State Lie. # : �� `f $ .3 city Lie. 51. (Nli {�2 a T�i'r trK N°�-1 LLcJM Arch., Engr., Designer: Address: , City, ST, Zip: Telephone: Construction TYe K!/L( occupancy: P PaneY. State Lie. #: Project a (circle one):�yw J tYP � Ivb Add'n Alter Re air De mo P Name of Contact Person: JQ({� Gf�..S.S...... Sq. Ft.: '37- # Stories: ,Cr # Units: N & Telephone # of Contact Person:�(�� . �j %D• �i ` f Z Estimated Value of Project: �j 3 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain 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.I. I-I.O.A. Approval Plans resubmitted Grading IN I-IOUSE:- '"' Review, ready for correctionstiissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, . Total Permit Fees 2'-0• 1..... (13) 95 TRANSVERSE BARS TOP 6 BOTTOM W CLEAR TYP. 5'-4• .. .... ...................... . ' , . � ........ v ......� .I I I _7_1 zo L I -. _ T- Qc Q` Y5 VERT. BARS 0 le• O.C. TYP. 85 HORIZ. BARS 0Is- O.C. TYP. CONSOLIDATED CONC. rc-2500 Psi LENGTH (6) X5 LONGITUDINAL BMS 7'-9- WIDTH TOP 8 BOTTOM. TYP. ELEVATION N.T.S. NOTES: GENERAL: • SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. ALL WELDING TO BE PERFORMED IN FABRICATION SHOP. BY CERTIFIED WELDER. NO FIELD WELDING UNLESS SPECIFIED ON PLANS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. THERE IS NO PROTECTION ZONE AS DEFINED IN RISC 341-10. PROVIDE FULLY WELDED END CMS AT OPEN ENDS OF STEEUALUM. TUBES. MATCH THICKNESS LIKE FOR UKE. -.Yi..- SHEE1 TIRE: G 25379 WAYNE MILLS PL. SUITE 272 ]PRAZZA SEEMMA _ ��D VALENCIA. CA . (661 CMIW VI®XM� . TEL. (661)259-0700 FAX. (66Q259 -090D Sign Design Based on 2013 CBC WELDING: CONCRETE: Sign Design Based CBC 2013 J STEEL Cj � -- t Job TJTS 28718 � �'r - - PLATE, ANGLE. CHANNEL TEE. AND WADE FLANGE: ASTM A35 -'-- J. Jrs 26716 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. I Project IPonro Semn58Monument I - -^ _ Project Ramserena-Monument r ' 'NOD Locetio_n_ Monroe sL 858th Avenue L_a Duinla, CA ( PIER AND CAISSON FOOTINGS ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 F7X-E%XX ELECTODES FOR SAW PROCESS. �Joblacatlon-Monroest 85861 Avenue � W Dinb, CA L _ L __� _ ,--. _ - t ..� - BEARING TYPE CONNECTION REINFORCING REBAR: ASTMABISGRADE ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE 20121BC (1613), ASCE 7-10 CHAPTER 11, 12, 16 SEISMIC DESIGN CRITERIA �PUTDATAI _-- - EMBEDDED STEEL. _ 20FTAB AT ZERO WAS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION. Ldtude ds 33.6275 r DE SIGN AND FABRICATION ACCORDING TO 2010 ALUM. DESIGN MANUAL PLATES. ANGLES. CHANNELS. TEE. AND SQUARE TUBING: ALUMINUM }Exposure category(B, Cor D)� .• I = C 1 1 1 _ ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A5.10. Lcngltuds(degraes):= _ .118.2330 FILLER ALLOYS PER TABLES M.9.1 8 M.9,2 OF 2010 ALUMINUM DESIGN MANUAL. 'Risk Celegory , = 11 I PROJECT J01110:JTS_26716_PLnua Scrc.I CMUManumenl Sip. M°n1°0 Le Ou. CAdw fJllt BY: C.M. PROJ, START DATE: F<b 29. 21716 Response Spectral Acc. (0.2 ser) S,= 150.00%9 =1.5009 SHEETX REV OY: Y.I. SCALE: AS SHORN Basic wind speed (3 sec. gust wind) V� = 120 i_mpR 1 G, 1 (Response Spectral Acc.( 1.0 sec) S, = 60.00% Q 1 D 0 8009 _ ITopogro hicfaclor -I<v = �_ I. 7Rat - - )Sal Site Class �D Heigmoflhe sign - h' = 4.75 j'8--- - -- Site Coefficient F,=i1.000 , Vertical dimension (for wall, s=h) S = Horizontal dimension ' BI = 4.186,8 7.33 t8 u Site Coefficient F,=1.500 IMax Considered Earthquake Acc. S,y = F,. S, = 1.500 Dimension ofrelurn comer L, = 1.33!9 I Max Considered EeMqueke Acc S,°= F,.SI =0.900 .. _ +. } ( - - %5%Damped Desi S 213(Sus) =1.000 So, 7 ( 213(Su,) = 0.600 I ANALYSIS`L _. -.� _ _ _�,. - i� �1 r Velocity pressure j 1 gn= 0.00266 KAK„ K°V1=--26.63 psf { - - Ca - Risk Category j, II_ - _ =valodrypressure 4Sei-smic8ase Shear - t } qA at height h. E 29.3-1, 9 (q- page 249) V =c, W I I •KA= velocity pres sure exposure coefficient = 0.85 Where: 1 evaluated at height Shove ground level, IT (Teb.29.3-1, pg 251) , Cs � SDs I (R 10 = 0.500 �K4=winddireclionality factor.(rob. 28.6-1, page 194) 1 = 095 + R=2 L - - 1 I _ 4 .o6 Wind Force Case A:resultamforce though the geometric cantor Mer (Sec. 29. 4.18 Fig. 29.4-1) h„=q.75 A Max horizontal wind pressure =p=q,GC,= = 34.45 psf T_ - nh„"0.75= 0,064 1 where:G -gust offool fDclor.(Gac. 269,page 198). = 0.651 Max Cs= So, IT(R4)= 4.662 C,= net force coefficient. (Fig. 29.4-1, page 252) 11.52T A=Bs=[he gross area = _ 30.68t02 Min Cs = 0.044 Sos I = 0.044 him Cs = 0.01 Fooling Design (See attached Enemalc talcs 1 Also, Min Cs = 0.5311(R/I) Where S, >= 0.60g = 0.15 Unfactored Windforce, F = 34.45 x As = 1.057 kips � - , V=I 0.500IN I Moment arm = ' 2.33 it W=' 6.473 'Kips Unfactored Moment = F x moment arm = 2A63 kip4t V = 3.237 Kips Length = 3'- 6" Width = T - 8" Depth = 24" , 1 I CMU Wall Design (See attached Enercalc talcs ) STEEL: WELDING: CONCRETE: DESIGN AND FABRICATION ACCORDING TO m13COC STEEL DESIGN AND CONSTRUCTION ACCORDING TOAD 31&11 PLATE, ANGLE. CHANNEL TEE. AND WADE FLANGE: ASTM A35 DESIGN AND FABRICATION ACCORDING TO AWS W.I. COMPRESSIVE STRENGTH AT 28 DAYS, t,-2.500 PSI ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. AWS CERTIFICATION REOUIREO FOR ALL STRUCTURAL WELDERS. MINIMUM. HSS ROUND. SOUARE. AND RECTANGULAR TUBE: ASTM A500 GRADE B WELDING PER AISC MIAD CEMENT TYPE II OR IV. WIC RATIO 0.45 BY WEIGHT FOR OR EOUIVALENT- E70 XX ELECTRODES FOR SMAW PROCESS. PIER AND CAISSON FOOTINGS ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 F7X-E%XX ELECTODES FOR SAW PROCESS. - CONCRETE MUST BE POURED AGAINST UNDISTURBED • ALL MACHINED BOLTS SHOULD BE: ASTM A32SA307. ER7 XX ROD FOR GTAW PROCESS. EARTH. - BEARING TYPE CONNECTION REINFORCING REBAR: ASTMABISGRADE ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE MAINTAIN A MINIMUM WCONCRETE COVER OVERALL W DEFORMED BARS WELDS THAT HAVE A MINIMUM CHARPY V -NOTCH TOUGHNESS OF EMBEDDED STEEL. ALUMINUM: 20FTAB AT ZERO WAS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION. DE SIGN AND FABRICATION ACCORDING TO 2010 ALUM. DESIGN MANUAL PLATES. ANGLES. CHANNELS. TEE. AND SQUARE TUBING: ALUMINUM ALUMINUM ALLOY 8001 - TB WITH 0,098 LBS PER CUBIC INCH, ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A5.10. FILLER ALLOYS PER TABLES M.9.1 8 M.9,2 OF 2010 ALUMINUM DESIGN MANUAL. ORN BY: J.J. DATE LAST REVISED: AM 27. MIS I PROJECT J01110:JTS_26716_PLnua Scrc.I CMUManumenl Sip. M°n1°0 Le Ou. CAdw fJllt BY: C.M. PROJ, START DATE: F<b 29. 21716 PROIECTIOCATgN:PIA2IA SERENA MONROE ST6SnHAVE SHEETX REV OY: Y.I. SCALE: AS SHORN UOUINTA,CA 1 G, 1