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HomeMy WebLinkAbout2223 PALOMAR AIRPORT RD; ; CB060540; Permit03-01-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Sign Permit Permit No CB060540 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant PS SERVICES 2223 PALOMAR AIRPORT RD CBAD SIGN 2130702900 Lot# 0 $1849800 Construction Type NEW HOMEWOOD SUITES-1 SIGN ILLUMIN ELECT TO MONUMENT SIGN @ 6 FT HIGH Status Applied Entered By Plan Approved Issued Inspect Area SUITE B 316 E DYER RD 92707 714-513-1870 Owner AGO HILLS L L C C/O EDWARD G COSS 620 NEWPORT CENTER DR NEWPORT BEACH CA 92660 ISSUED 03/01/2006 RMA 03/01/2006 03/01/2006 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Electrical Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees $16899 $000 $10984 $000 $2000 $000 $000 $000 $000 TOTAL PERMIT FEES $298 83 Total Fees $298 83 Total Payments To Date $298 83 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave, Carlsbad, CA 92008 Address (include Bldg/Suite #) FOR OFFICE USE ONLY PLAN CHECK NO EST VAL (V Plan Ck Deposit Validated Bv Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel # , <f'^/is,\as- J~(r/r*£~<: Existing Use Proposed Use Description of Work""" u SQ FT SI/I OHM /*-*.*/" #of Stones X # of Bedrooms # of Bathrooms Name City State/Zip Telephone #Fax* (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter, improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basts 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])~ Name Address s State License » tf/Y<f~?& License Class ^r/ ® , . City ' State/Zip Telephone # r £•// f City Business License # sf ^1 Designer Nfartie/ Address State License tt City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self insure for workers compensation as provided 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 as required by Section 3700 of the Labor Code for the performance of the work for which this permit is sued My worker's compensation insurance carrier and policy number are _ / / / n x~y-/'^oInsurance Company _PohcvNo Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION 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 WARNING Failure to secure workers compensation coverage la 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 DATE 3^ I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q 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 Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such 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 did not build or improve for the purpose of sale) Q I, as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) L"3 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? Q YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT D NO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S ADDRESSLENDER'S NAME I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) '' APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance Inspection List Permit* CB060540 Type SIGN HOMEWOOD SUITES-1 SIGN ILLUMIN ELECT TO MONUMENT SIGN @ 6 FT HIG Date Inspection Item Inspector Act Comments _ 05/27/2008 38 Signs TP Fl 11/14/200711 Ftg/Foundation/Piers TP AP 11/14/200731 Underground/Conduit-Wirm TP AP U/G CONDUIT ONLY Wednesday May 28 2008 Page 1 of 1 City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4610 PLANNING REC'D BY DATE SIGN FEE SIGN PROGRAM FEE RECEIPT NO REVIEW FOR SIGN PERMIT Planning Department All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign elevations containing the following information 1 North arrow and scale 2 Location of existing buildings or structures, parking areas, and vehicular access points to the property 3 Location of all existing and proposed signs for the property 4 Distance to the property hne(s) for all proposed freestanding sign(s) 5 Provide an elevation for all proposed sign(s) which specifies the following A Dimensions and area for all existing and proposed sign(s) B Materials the sign(s) will be constructed of C Source of Illumination D Proposed sign copy APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED APPLICATION FORM, AND THE APPLICATION FEE The application must be submitted prior to 4 00 p m Average processing time 2 weeks NAME OF PROJECT ADDRESS OF PROJECT ASSESSOR PARCEL NUMBER RELATED PLANNING CASE NUMBER(S) TYPE OF DEVELOPMENT (a) Residential (b) Commercial (c) Office/Industrial (3) Hotel/Motel SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA (e) (0 (g) (h) Service Station Prof Care Theater Govt/Church (i) Public Park (]) Produce Stand (k) Nutsery (1) P-U/OSZone YesQ VILLAGE REDEVELOPMENT AREA YesQ SIGN ORDINANCE Yesgf COASTAL ZONE YesQ »»«»«»»»»»»«»»•»«« Form 10 Revised 12/04 Specific Plan Number _ Requires VR Approval No No Page Iof4 EXISTING SIGNS TYPE Pole Monument Wall Suspended Directional Canopy Freestanding (Project Identity) NUMBER SIGN AREA SIGN HEIGHT PERMITS ISSUED FOR EXISTING SIGNS Yes PROPOSED PERMANENT SIGNS No Date TYPE Pole** Monument** Wall Suspended Directional Canopy Freestanding** (Project Identity) MAXIMUM NUMBER ALLOWED / <2 NUMBER PROPOSED / / MAXIMUM SIGN AREA :?# i. l^i i > PROPOSED SIGN AREA 2V & ffrtfy\fO I MAXIMUM SIGN HEIGHT 4" 2y" PROPOSED SIGN HEIGHT 6' ,j>"A,2y" PROPOSED TEMPORARY SIGNS TYPE Construction** For Sale** Banner MAXIMUM NUMBER ALLOWED NUMBER PROPOSED MAXIMUM SIGN AREA PROPOSED SIGN AREA MAXIMUM SIGN HEIGHT • PROPOSED SIGN HEIGHT **Pnor to approval, all proposed pole, monument, and freestanding signs must be reviewed for potential sight distance and visibility issues Additional information must supplement this application showing how the proposed signage will not encroach into the public right-of-way or present a traffic hazard Page 3 of 4 illustrates an example for what would be required for such proposed signs Form 10 Revised 12/04 Page 2 of 4 SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN APPLICATIONS The following example illustrates the information that is required for all pole, monument, and freestanding sign permit applications Prior to approval, all such proposed signs must be reviewed for potential issues by the Traffic Engineering Department, which will not allow signs to be approved over the counter Additional time will be required for on-site inspection Show building Is P/L i \- J i •i • Show all property hues ] ;P/L • i • | • / S curb hne •* Sight Visibility Sight Distance Requirem 1 1 1 1 how setbacks from all CM l 1 1 Street Name(s) 1 i tent irbs North 21 41 080 Sign design standards Relationship to Streets Signs shall be designed and located so as not to interfere with the unobstructed clear view of the public nght-of-way and nearby traffic regulatory signs of any pedestrian, bicyclist or motor vehicle driver Sight Distance No sign or sign structure shall be placed or constructed so that it impairs the sight distance requirements at any public or private street intersection or dnveway Form 10 Revised 12/04 Page 3 of 4 EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA TOTAL BUILDING STREET FRONTAGE TOTAL SIGNAGE ALLOWANCE EXISTING SIGNAGE (SQ FT ) REMAINING SIGN ALLOWANCE AT PRESENT PROPOSED SIGNAGE (SQ FT ) REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN 42, .sq ft .sq ft . sq ft sq ft . sq ft OWNER NAME (PRINT OR TYPE) 7?r/si*& fihbf* MAILING ADDRESS £Z& /fa*i&rf- £rt/crj2"'tr«- tf**W CITY AND STATE ZIP TELEPHONE fawt &**.*£ ,&A f#*« wi-tt*-t»» "\ CERTIFY THAT I /M THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE SIGNATURE DATE APPLICANT NAME (PRINT OR TYPE) /£? 5 J^s-^, ^s T** 4Jkfl *Tfh MAILING ADDRESS ** ?it>£frcs <%J V/ I? CITY AND STATE ZIP TELEPHONE J^^^W. *A fZ?* 7 -7(1-^11- tf?o \ CERTIFY THAT I AM THE REPRESENTATIVE OF THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMA TION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE ^^^ /?-/?-<& SIGNATURE DATE PLANNER CHECK LIST 1 Field check by planner 2 Within maximum length, area 3 Style consistent with Sign Program and/or Specific Plan criteria, if applicable 4 Location <• In right-of-way •J» In visibility triangle at comer 5 Pole and monument signs to be checked by Traffic Engineering, for visibility issues 6 When approved route copy to Data Entry APPROVED Planner /JU/^&V-' \ KhdhjJSjtM^. Date Form 10 Revised 12/04 Page 4 of 4 XUJ =i s 8S S |i gzS ^ 70 m 3 O $i§ wz 5 o z S TJ O lit ™ 70 If COLOR TREAT-IE050 THK ALLMCUT BACKSo SEE PREVIOUS S1 o w VIVAK HT OR SO5s A :n S i1 JEWEUTE RETA1 L h * R= m O >& | RS 1O £) m 70 C O S 1 5 c m m =4 O C-P P » q ^ s \ •- ^^^ i: i * , ^ , ': i 13 ES'C CA?S end SPUCS CONNECTOSSTOSSLE SWTCH8i SELCCSE POW2R WHITE LEC (3 PE3 FT)61 5ECLPS 5 POWER SUPPLYIS 1 > 1 m O g 1 <h J^m "» 25 K 1 T SECLPS 503 AMPS6 TOSSLESWTCH 12/9/2005 11 12AM Structural Engineering Calculations for HAMPTON INN/HOMEWOOD SUITES Carlsbad, CA 6' x 4' D/F Monument Sign Index Title Specifications Wind Loads Supports Footing 1 2 3 4 5 Prepared by Tom Holden Technical Director Chandler Signs LP 1335 Park Center Drive, Suite B Vista, CA 92081 Sheet 1 of 5 12/9/2005 11 12AM SPECIFICATIONS Project HAMPTON INN/ HOMEWOOD SUITES Descript 6' x 4' D/F Monument Sign Steel Design and fabrication according to AISC-ASD, 9th edition Plate, angle, channel, tee and wide flange ASTM A36 Round pipe ASTM A53 Grade B or equivalent Square and rectangular tube ASTM A500 Grade B High strength bolts ASTM A325 bearing type connections (snug tight) Machine bolts ASTM A307 Anchor bolts or threaded rod ASTM A36 Steel for reinforced concrete Grade 60 Welding Design and fabrication according to AWS D1 1 AWS certification required for all structural welders E70XX electrodes for SMAW processes F7X-EXXX electrodes for SAW processes Concrete Design and construction according to ACI 318-89, revised 1992 Compressive strength at 28 days, fc= 2,500 psi minimum Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation ( Exception if the overall height of the sign is less than 20 feet and the sign pole is adequately braced against wind loads for a minimum of 4 days, the box may be installed the same day as the footing is poured ) For pier and caisson footings, concrete must be poured against undisturbed earth Maintain a minimum 3" concrete cover over all embedded steel Sheet 2 of 5 12/9/2005 11 12AM WIND & SEISMIC LOADS Project HAMPTON INN/HOMEWOOD SUITES Descript 6' x 4' D/F Monument Sign Ref Uniform Building Code 1994 Basic Wind Speed= 90 Exposure= c Cq= 1 4 mph, UBC figure 16-1 flat terrain, generally open for 1/2 mile signs, flagpoles and lightpoles, UBC table 16-H Calculation of Design Wind Pressures Height (ft)(qs)(Ce)(Cq) = Wind Pressure 15 20 25 30 40 60 80 100 120 160 200 300 400 207 207 207 207 207 207 207 207 207 207 207 207 207 1 06 1 13 1 19 1 23 1 31 1 43 1 53 1 61 1 67 1 79 1 87 205 219 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 308 328 345 357 380 41 5 444 467 485 520 543 595 636 psf psf psf psf psf psf psf psf psf psf psf psf psf Seismic Load Comparison Seismic Zone= 1 Z= 01 l= 1 0 Cp= 20 Wp= 150 Fp= (Z)(l)(Cp)(Wp)= 2 3 UBC figure 16-2 standard structures UBC table 16-P, signs psf, typical sign box with structure psf Sheet 3 of 5 12/9/2005 11 12AM COLUMN LOADS & DESIGN Project HAMPTON INN/HOMEWOOD SUITES Descnpt 6' x 4' D/F Monument Sign Ref Manual of Steel Construction, AISC 9th Edition Areas Subject to Wind Forces Section 1 2 3 4 5 6 7 8 Description Sign Box #1 Height Width Centroid Feet Feet (Feet) 643 Area (sqft) 2400 000 000 000 000 000 000 000 Wind Pressure, psf 308 00 00 00 00 00 00 00 Load # 739 0 0 0 0 0 0 0 Total Load 739 Calculation of Design Forces at Critical Heights y(ft) ooo M(#')V(#) 2,216 739 Calculation of Bending Stress in Supports #of y(ft) Supports 0 1 Support Type Steel Pipe Tube Width or Diameter 35 Tube Depth (N/A for pipe, rod) Wall Thickness 0216 Allowable Fb (ksi) 3070 Sx 1 Used 7241 Sx Required 08660 Actual Stress (ksi) 1542 Check OK Column Type _ Column Size Allowable Bending Stresses Criteria Stress increase factor= 1 33 Steel Pipe 3 50 d/t <3300/Fy so Fb= 066Fy= 307 ksi Sheet 4 of 5 12/9/2005 11 12AM LATERAL BEARING PIER AND CAISSON FOOTINGS Project HAMPTON INN/ HOMEWOOD SUITES Descript 6' x 4' D/F Monument Sign Ref Uniform Building Code 1994 (Sec 1806 7) Round Pier Design Top of Concrete Elevation Total Load # Average Arm (feet)# of Piers Moment per Pier (#) Load per Pier (#) Basic Lateral Soil Stress (psf) 0 739 300 1 2216 739 150 Depth Used (feet) 400 Diameter, b= 1800 Minimum Depth, D= (A/2)(1+ SQR(1 + (4 36h)/A))= 3 94 S1=(q)(4/3)(2)(D/3)= 535 A=(234P)/(S1)(b)= 215 in, round augered hole ft OK,< depth used psf Foundation Bearing Check Allowable Bearing Pressure= 1,300 psf, 1994 UBC table 18-1-A, at grade Approximate Sign Wt per pier= Base Wt= Projected Base Area= q max= 123 1 060 1 8 670 OK Ib Ib sqft psf soil Reinforcement Check Concrete compressive strength 2,500 Max Tensile Stress (psi) 46 Mm Steel for temp shrinkage 0 3563 psi <0 3Fc, No steel reinforcement required for bending sq in Concrete Volume Volume of Concrete per Footing= Total Order Volume of Concrete= 0 26 cubic yards (+-) or 0 26 cubic yards (+-) or 707 707 cubic feet (+-) cubic feet (+-) Sheet 5 of 5 s * Ifs 2. •? 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Welcome'to * - ^Mfe' w^'iii"^* < -y>^ ^Jf - s; Wednesday,', Ma License Detail Contractor License # 614676 CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER ; A license status check provides information taken from the CSLB license data base Before j on this information, you should be aware of the following limitations I • CSLB complaint disclosure is restricted by law (B&P 7124 6) If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below Click on the lin i button to obtain complaint and/or legal action information i • Per B&P.ZQZ117, only construction related civil judgments reported to the CSLB are ; disclosed • Arbitrations are not listed unless the contractor fails to comply with the terms of the : arbitration • Due to workload, there may be relevant information that has not yet been entered ont Board's license data base * * * Extract Date 03/01/2006 Business Information P S SERVICES INC 316 E DYER RD *B SANTA ANA, CA 92707 Business Phone Number (714)513-1870 Entity Corporation Issue Date 03/08/1991 Reissue Date 10/20/1998 Expire Date 10/31/2006 * * * License Status * * * This license is current and active All information below should be reviewed * * *Classifications * * * Class Description | cio 'ELECTRICAL \ :C45 ;.ELECTRICAL SIGNS * * ** * *Bonding Information CONTRACTOR'S BOND This license filed Contractor's Bond number 6042886 in the arr http //www2 cslb ca gov/CSLB_LIBRARY/License+Detail asp 03/01/2006 License Detail Page 2 of 2 $10,000 with the bonding company SURETY COMPANY OF THE PACIFIC Effective Date 01/01/2004 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(I) The Responsible Managing Officer (RMO) JOSE SALINAS JR certified that he/she owns 10 percent or more of the voting stock/equity o corporation A bond of qualifying individual is not required Effective Date 10/20/1998 * * * Workers Compensation Information * * * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number 1741063 Effective Date 04/01/2003 Expire Date 04/01/2006 Workers Compensation History Personnel List License Number Request Contractor Name Request ^Personnel Name Request Salesperson Request g Salesperson Name Request © 2006 State of California Conditions of Use Privacy .Policy http //www2 cslb ca gov/CSLB_LIBRARY/License+Detail asp 03/01/2006