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Home My WebLink About2173 SALK AVE; 300; CB071921; Permit09 12 2007 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB071921 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2173 SALK AV CBAD St 300 Tl Sub Type 2120210200 Lot# $89131000 Construction Type Reference # EURORSCG SHELL TO OFFICE 25 466 SF Tl INDUST 0 111 Applicant STACY CANNON 600 W BROADWAY SUITE 200 SAN DIEGO 92101 619231 1960X3223 Status ISSUED Applied 07/19/2007 Entered By JMA Plan Approved 09/12/2007 Issued 09/12/2007 Inspect Area Plan Check* Owner RIO SD PLAZA II MASTER LLC C/0 NEWPORT NATIONAL CORPORATION 1525 FARADAY AVE #100 CARLSBAD CA 92008 Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $2 801 68 $000 $1 821 09 $000 $000 $18718 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 Meter Size Add I Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $16221 84 $000 $000 $000 $12 300 00 $000 $5500 $760 00 $281 00 $000 $38 024 64 $000 $000 77 $72 452 43 Total Fees $72 452 43 Total Payments To Date $72 452 43 Balance Due $000 Inspector FINAL APPROVAL Date 7-37*.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 FOR OFFICE USE ONLY PLAN CHECK NO „ C|3c)7 EST VAL : Plan Ck Deposit Validated By I Ji/vVH Date 7_ K™*""TWHf <V" -» -^-~ T^r™ ™r |!p_ROjlECTINFORMATIONi Business Name (at this address) LegaJt5escnption ( j _ LothJ5\ Subdivi L Tb OFFf'C6- oC&( ision Name/Number Unit No Phase N Total # of units "T \ _ Asse rcel # T\ Existing Use - SQ FT ) Proposed Use Description of Work # of Bedrooms # of Bathrooms •Mig^MSsm^^^L^'.'J^^^^3^^^v^-'^r,~^,^^ISK.^MM"W"T5. ~^Mmr"'} Name Address City Br;,s./^P A^nfSr.ConfracSr'., .:%•'. CMAH-VOY-V Name 1 Address State/Zip Telephone # 37-Jr.- ^Ag¥n'ffoTOwrSjl'.HffJTTli' Fax# "••ijppiy™ " -J&™_ City State/Zip Telephone # Name Address City State/Zip Telephone # xk* ^,c ""2 ;?&;;^5",v.' ^"^f^. ^ ''T'Si- ~^£ J3as_^i£L_iu!£j£BL_:.£tec_ _i&_. .jl*_ „ (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure pnor 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 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]) Name State License #. Address " License Class City State/Zip City Business License # Designer Name State License # Address City -i State/Zip Telephone # -3T Workers 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 by Section 3700 of the Labor Code for the performance of the work for which this permit is issued D I have and will maintain worker's compensation as required by Section 3700 of the labor Code for the performance of the work for which this permit is issued My worker's compensation insurance earner and policy number are Insurance Company £?L-p pjsPu.g-<-4.*L_ <J7e>legj<^-Eolicv No AVC-IQ $Cal (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D 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 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 are provided for in Section 3706 of the Labor Code interest and attorneys f IGNATURE ( AA^ *.. i »££rf UJL-^-i— s DATE . Expiration Date O'^>fo\ ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason D I as owner of the property or my employees with wages as their sole compensation will d 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) D 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) D 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 D YES D NO 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 / /ontractors 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 WHITE File YELLOW Applicant PINK Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave Carlsbad CA 92008 Page 2 of 2 TIAL ggggpERMrrs ONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous matenals registration for or nsk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Acf D YES yf NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management distncf O YES ,/BNO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? D YES ^H^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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDER S NAME LENDER S ADDRESS 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 JUDGEMENTS 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 of 5 0 deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the buijding 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 withiiOsp'yays from the date of such permit or if the building or work authonzed by such permit is suspended or abandoned at any time after the work is commenced fora penod of 1§^gays (Section/Jfl^4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance atyilCaristad Final Building Inspection Dept Building Engineering Planning CMWD St Lite dEire Plan Check # Perm it # Project Name Address Contact Person Sewer Dist Inspected / By tf Inspected Bv Inspected Bv Comments CB071921 EURORSCG SHELL TO OFFICE 25 466 SF Tl 2173SALKAV #300 ROGER Phone 8585181559 CA Water Dist CA ^ Date / / /Z^~— Inspected W 1^167 1 f ' Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 Approved Is Approved Approved 12/13/2007 Tl INDUST Disapproved Disapproved Disapproved Inspection List Permit* CB071921 Type Tl Date Inspection Item _ 12/13/2007 89 Final Combo 12/11/2007 84 Rough Combo 11/28/2007 84 Rough Combo 11/27/2007 84 Rough Combo 11/21/2007 84 Rough Combo 10/09/2007 18 Exterior Lath/Drywall 10/09/2007 18 Exterior Lath/Drywall 10/09/200724 Rough/Topout 10/05/200717 Interior Lath/Drywall 10/03/2007 14 Frame/Steel/Boltmg/Weldin 10/03/200734 Rough Electric 09/28/2007 14 Frame/Steel/Bolting/Weldm 09/28/2007 24 Rough/Topout 09/28/2007 34 Rough Electric 09/25/2007 34 Rough Electric INDUST Inspector PY PY PY PY PY PY PY PY PY PY PY RB RB RB PY Act AP AP PA PA PA AP WC AP PA AP AP PA PA PA NR EURORSCG SHELL TO OFFICE 25 466 SF Tl Comments need disconnect @ roof equip T BAR T BAR BORDERS ONLY PHASE I SEE NOTICE Tuesday February 05 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 12/13/2007 Permit* CB071921 Title EURORSCG SHELL TO OFFICE Description 25 466 SF Tl Inspector Assignment PY 2173 SALK AV 300 Lot Type Tl Sub Type INDUST Job Address Suite Location OWNER RIO SD PLAZA II MASTER LLC Owner RIO SD PLAZA II MASTER LLC Remarks Phone 8585181559 Inspector Total Time Requested By ROGER CD 19 29 39 49 Description Ac Final Structural Y* Final Plumbing Final Electrical Final Mechanical Entered By CHRISTINE "X Comments /v(2Xxfrl $A^t4fy^/v"{~ h) (LWI iLtfi/ffi " I /I / £?Ay<L 1 i Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date 12/11/2007 11/28/2007 11/27/2007 11/21/2007 10/09/2007 10/09/2007 10/09/2007 10/05/2007 10/03/2007 10/03/2007 09/28/2007 09/28/2007 09/28/2007 Description 84 Rough Combo 84 Rough Combo 84 Rough Combo 84 Rough Combo 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 24 Rough/Topout 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 34 Rough Electric 14 Frame/Steel/Bolting/Weldmg 24 Rough/Topout 34 Rough Electric Act AP PA PA PA we AP AP PA AP AP PA PA PA Insp PY PY PY PY PY PY PY PY PY PY RB RB RB Comments TEAR T BAR BORDERS ONLY PHASE I SEE NOTICE City of Carlsbad Bldg Inspection Request For 12/11/2007 Permit* CB071921 Title EURORSCG SHELL TO OFFICE Description 25 466 SF Tl Type Tl Sub Type INDUST Job Address 2173 SALKAV Inspector Assignment PY 300 LotSuite Location OWNER RIO SD PLAZA II MASTER LLC Owner RIO SD PLAZA II MASTER LLC Remarks ,ceilmg inspection Total Time CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Phone 8585181559 Inspector Requested By ROGER Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection Historv Date 11/28/2007 11/27/2007 11/21/2007 10/09/2007 10/09/2007 10/09/2007 10/05/2007 10/03/2007 10/03/2007 09/28/2007 09/28/2007 09/28/2007 09/25/2007 Description 84 Rough Combo 84 Rough Combo 84 Rough Combo 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 24 Rough/Topout 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 34 Rough Electric 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 34 Rough Electric Act PA PA PA we AP AP PA AP AP PA PA PA NR Insi PY PY PY PY PY PY PY PY PY RB RB RB PY Comments T BAR T BAR BORDERS ONLY PHASE I SEE NOTICE City of Carlsbad Bldg Inspection Request For 09/28/2007 Permit* CB071921 Title EURORSCG SHELL TO OFFICE Description 25,466 SF Tl Type Tl Sub Type INDUST Job Address 2173 SALKAV Suite 300 Lot 0 Location APPLICANT STACY CANNON Owner RIO SD PLAZA II MASTER LLC Remarks Total Time CD Description Ac_t . Comments 14 Frame/Steel/Boltmg/Weldmg 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Inspector Assignment PY Phone 8585181559 Inspector Requested By ROGER Entered By JANEAN Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 09/25/2007 34 Rough Electric NR PY CITY OF CARLSBAD (760) 602 2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE LOCATION PERMIT N ? .X" S fa^ J € 7 ~T t s jf/^ * TOR INSPECTION CALL (760) 602 2725 RE INSPECTION FEE DUE1? FOR FURTHER INFORMATION CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER Oct 15 07 1023a SSSTEEL - 4-74-2z3f A/ 859-518-155''? ,tfvv P O Box 1985 • Alpine California 91903 • (619) 443-4846 • Lie No B C51-483934 " Construction Inspections 1 1 A/ 1 P 0 Box 8571 L. V V 1 Chula Vista, CA 91912 REGISTERED INSPECTORS; DAILY REPORT Fax (619)421-3799 Job No For Week Ending /O 12& 'oy TYPE OF Q Reinforced Concrete UKSmictural Steel Assembly a Quality Control INSPECTION Q Post Tensioned Concrete Q Fire Proofino. Q Other REQUIRED ' Q Reinforced Masonry a Asphalt Job Address 2.173 Sat k A W . * ^ S*A»/* Job Name ^^ - ff <! f fr - O fi V7~ ' ^^ ^^ Type of Structure ^ ^ /( ^ n {p,,f '*"*"">?*«/; Material Descnption (type grade source) A Engineer w / &//*£ facd F TO /ft Contractor p^f Inspector(s) Name If f 1 __.-./ ^ -4 Subcontractor^ hari . Plan file >•/ i/r,,*, #~t*h „,«.&.**>'*•** is/) 7£^ /Sftf/jS: i/fe'-f {"****•?£* lt~ *f<e, _ . ._ t/''r &es /si,** Grtfrtuf? .' i -i ' t TESTS PERFORMED TYPE OF SAMPLES ' QUANTITY IN SET ^ f it i. ' —^\ <- ADDITIONAL REMARKS ON SAMPLES r- INSPECTION SUMMARY— LOCATIONS OF WORK INSPECTED TEST SAMPLES TAKEN WORK REJECTED JOB PROBLEMS PROGRESS REMARKS ETC INCLUDES INFORMATION ABOUT - , _ AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED NUMBER TYPE & IDENT NO S OF TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELD MADE H T BOLTS TORQUED) CHECKED ETC - - f ^ a> //° /*- ^ ^ ' / ^ £>» / i r / -« ' f ~~2#f <•>*,* /&#* ^ ,*, j*?js?f,<3, * '*r*-*~ /7 /" ^ SjfV* f6^-^,,^ * <• s>*j> XU>s9*<**rs £/#«** 'j*v<rsy/, /. A z:sr+ , /V//1 S " ' ~f / f jf / /J^rySV2 <~^J /sJ*r/^/*^*» Sr *&££?„,. mFf*,'*/?^'/ r f 'W / if- / ' ' — S-J / , / / S~- / ' f / ~i — t 1 ^ f\ g f f ^ * ft*\ f jW >*•-" r2s^~^? f I jL»*e t £?" J /J~ *vt , - ^- / /_^ ^ / ^jC* jB/ fjtf- ^ / f,f*,* ^^r/ ,^^ /j*£?a f *&/ rZ^ A **.&*./ S jt^&sfT/ >^"~ ' _ CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS CONTINUED ON NEXT PAGE Q PAGE.-OF. -.... - - -- SIGNATURE OF REGISTERED INSPECTOR DAT£ SPECIALTY CERT NO CITY/SAN DIEGO I TIME IN g;ag^ TIME OUT ^OOPfr REG HOURS ^ 0 T HOURS , CYLINDERS __— All inspections based on a minimum ol 4 hours and over 4 hours 8 hour mmimum In addition 2 hour show-up mmmum lor »oB cancellations ADorovedbv ._ Project Superintendent EsGil Corporation In Partnership with government for Quitting Safety DATE 8/27/O7 JURISDICTION City of Carlsbad PLAN CHECK NO O7-1921 SETHI PROJECT ADDRESS 2173 Salk Ave PROJECT NAME Euro RSCG DRTV -TI Q APPLICANT a PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes XI The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the check list has been sent to XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Date contacted Mail Telephone (by ) Fax In Person Telephone # Fax # XI REMARKS Applicant to provide completed Special Inspection form By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 8/23/07 9320 Chesapeake Drive Suite 208 4 San Diego California 92123 + (858)5601468 *• Fax (858) 560 1576 EsGil Corporation In (Partnership with government for Quitting Safety DATE 8/17/07 g^APPLICANT "JURIS; JURISDICTION City of Carlsbad ^~PLAN REVIEWER Q FILE PLAN CHECK NO 07 1921 SET II PROJECT ADDRESS 2173 Salk Ave PROJECT NAME Euro RSCG DRTV -TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes I I The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant s copy of the check list has been sent to Austin Veum Robbms Partners / Stacy Cannon 600 West Broadway Suite 200 San Diego CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted . Stacy Cannon Telephone # 619-231-1960 ex 3223 Date coptactediy/V/^^Cbv^^ Fax # 619-231-1920 Mail V Telephone "Fax^/ In Person REMARKS ANGELO By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 8/13/07 9320 Chesapeake Drive Suite 208 * San Diego California 92123 * (858)560 1468 + Fax (858) 560 1576 City of Carlsbad O7-1921 8/17/07 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No O7 1921 Job Address,or Legal Descnptioa 2173 SaUt Ave Owner <^oeA..4gFVAddress i^12-"^ yAwc**< /^y^ % -g^rss- loo You arc hereby notified that in addition to the inspection of construction provided by the Building Department an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse Side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector arc in addition to the inspections normally required by the County Building Code > The Special Inspector is not authorised to inspect and approve any work other than thit for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given wrtil a!} Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on tach of the items indicated on the reverse side of this sheet (over) soo A 9/QT cm flqa <wm IVVTX RP QI ' '%900 i TtflOI City of Carlsbad 07-1921 8/17/07 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER.Q1\«\gJi OWNER'S NAME I a$ the owner, or agent of the owner (contractors may not employ the special inspector), certify that I or the architect/engineer of record will be responsible for employing the special inspectors) as required by Uniform BuilAng Code (U8C) Section 1701 1 for the construction project located at the site listed above \JBCjSe#»$n 1063i Signed 1, as. tht. tagmcedarchitect of record, certify that I ftave prepared the following special xnspecbon prograip as required by UB<J Section 106 3 5 for the construction project located at the site listed above Signed 1 List of work requiring special inspection EH Soils Compliance Prior to Foundation Inspection [J Structural Concrete Over 2500 PSI dl High Strength Bolting Q Prestressed Concrete O Expansion/Epoxy Anchors D Structural Masonry Q Sprayed-On Fireproofing CJ Designer Specified Q Other , 2 Narae(s) of individuals) or firm(s) responsible for the special inspections listed above <c-Wi-i'eyT"iAvj. uyt^<e'euex2_ «^pec_A.^.i_ vva-s^^err-of2-^ B c 3 Duties of the special inspectors for the work listed above A. _ _ B C Special Inspectors shafi chock In with the Ctty and present their credentials for approval pnorto beginning work on the job site EsGil Corporation In Partnership with government for (BuiCding Safety DATE 8/1/O7 D APPLICANT <TT JURIST} JURISDICTION City of Carlsbad aPEATTREVlEWER Q FILE PLAN CHECK NO 07-1921 SET I PROJECT ADDRESS 2173 Salk Ave PROJECT NAME Euro RSCG DRTV TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicants copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant s copy of the check list has been sent to Austin Veum Robbms Partners / Stacy Cannon 600 West Broadway Suite 200 San Diego CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Stacy Cannon (AA»Geu>) Telephone # 619-231-1960 ex 3223 Date contacted *l3/o 7 (by (c^ ) Fax # 619231-1920 Mail Telephone -^ Fax^^ In Person REMARKS ANGELO By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 7/23/07 9320 Chesapeake Drive Suite 208 + San Diego California 92123 * (858)560 1468 4 Fax (858) 560 1576 City of Carlsbad O7-1921 8/1/O7 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 07-1921 OCCUPANCY B TYPE OF CONSTRUCTION II1H ALLOWABLE FLOOR AREA SPRINKLERS'? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION 7/19/07 DATE INITIAL PLAN REVIEW COMPLETED 8/1/O7 JURISDICTION City of Carlsbad USE Office ACTUAL AREA 25466sf STORIES 3 HEIGHT OCCUPANT LOAD 235 DATE PLANS RECEIVED BY ESGIL CORPORATION 7/23/07 PLAN REVIEWER Doug Moody FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code Uniform Plumbing Code Uniform Mechanical Code National Electrical Code and state laws regulating energy conservation noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department Engineering Department Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 2001 CBC which adopts the 1997 UBC The following items listed need clarification modification or change All items must be satisfied before the plans will be m conformance with the cited codes and regulations Per Sec 106 4 3 1997 Uniform Building Code the approval of the plans does not permit the violation of any state county or city law To speed up the recheck process, please note on this list for a copy) where each correction item has been addressed, i e. plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw dot City of Carlsbad 07-1921 8/1/07 Important Notice Regarding the 2007 CBC If you are an architect engineer designer or contractor that performs work within the State of California please be advised that a new building code will take effect on January 1 2008 The new building code is based on the 2006 International Building Code (IBC) and it is significantly different than the Uniform Building Code (UBC) All plan review applications submitted after December 31. 2007 will be required to comply with the new code The 2007 CBC is currently available for purchase directly from the International Code Council at www iccsafe org Please make all corrections on the original tracings as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department 1635 Faraday Ave Carlsbad CA 92008 (760) 602 2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation 9320 Chesapeake Drive Suite 208 San Diego CA 92123 (858)560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning Engineering and Fire Departments until review by EsGil Corporation is complete 1 Each sheet of the plans must be signed by the person responsible for their preparation even though there are no structural changes Business and Professions Code 2 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2004 edition of the California Electrical Code which adopt the 2002 NEC 3 Please provide the ICC listing for the new smoke guards at the elevator enclosures 4 Please provide the listing and installation requirements for the new Modernfold folding partition Please provide connection plans and calculations to the building structure City of Carlsbad O7-1921 8/1/07 5 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface 6 Please provide the listing information manufacturers name and model number of the controlled access hardware showing it to be an approved component of the egress system 7 Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans 8 Please have the document author and the principle designer of the MECH-1-C complete all portions of the imprinted document 9 Please note in the general wiring notes on the plans AC Cable is not allowed in A B E H F M S and I occupancies NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits 10 Please have the principle designer check the appropriate box(s) and complete the Statement of Compliance System Acceptance section of the LTG-1 C part 4 of 4 documents to indicate the person responsible for providing the required form and indicate the equipment requiring testing 11 Please correct the feeder breakers for panels 3MP2 and 3PPA1 a 20 amp 3 pole is incorrect Please show the over-current device feeding panel 2PPB1? 12 Please provide the listing and installation information for the UPS system 13 Please indicate on the plans the signage indicating optional stand-by service at the utility service and at the UPS per section 702 8 14 Please indicate the plans the installation location of the new UPS system and provide calculations to show the floor adequate to support the new dead load 15 Please sign and date the statement on the cover sheet of the plans that as the designer the restrooms serving the area of tenant improvement and path of travel to the area of improvement have been reviewed and fully comply with the current disabled accessibility requirements If not please provide complete plans and details showing the restrooms and path of travel to be brought into compliance City of Carlsbad O7-1921 8/1/07 To speed up the review process note on this list (or a copy) where each correction item has been addressed i e plan sheet note or detail number calculation page etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive Suite 208 San Diego California 92123 telephone number of 858/560-1468 to perform the plan review for your project If you have any questions regarding these plan review items please contact Doug Moody at Esgil Corporation Thank you i City of Carlsbad 071921 8/1/07 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 2173 Salk Ave PLAN CHECK NO 07 1921 DATE 8/1/07 BUILDING OCCUPANCY B TYPE OF CONSTRUCTION II1H BUILDING PORTION Tl fle(.c(v?0 7? -ter P1<K HT Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 25466 3T&34 cb Valuation Multiplier 3437 By Ordinance Reg Mod VALUE ($) 875 266 -4&*&tO 875,266 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review [~l Repetitive Fee Repeats Complete Review D Other i—i Hourly Structural Only Hour* Esgil Plan Review Fee Comments $2 759 92 $1,79395 $1 545 56 Sheet 1 of 1 macvalue doc f PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ADDRESS. RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000 00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET / 73 // Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address &-O3 *-e Prepared by.Date Blda Permit No 67I1J./ Checked by Date EDU CALCULATIONS List types and square footages for all uses /S£xe- L^^e^c. c^, sU**rf-«>ro*Xe^) Type^of Use ^^ U Sq Ft /Units 1 Types of Use Sq Ft/Units. APT CALCULATIONS List types and square footages for all-uses(5-e^e^- ^x^eJ^-cr^ &^*<-4r t^ Types of-Use Sq Ft/Units Types of Use Sq Ft/Units EDUs EDUs ADTs . ADTs ^.7<£ FEES REQUIRED WITHIN CFD Er^ES (no bridge & thoroughfare fee in District #1 reduced Traffic Impact Fee)D NO PARK IN LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS =$_/ 2 TRAFFIC IMPACT FEE ADTs/UNITS l(® & BRIDGE AND THOROUGHFARE FEE ADTs/UNITS 1 FACILITIES MANAGEMENT FEE / UNIT/SO FT S 5 SEWER FEE .4 9jEDU s / A* BENEFIT AREA fe EDUs *7 7^ \$ SEWER LATERAL ($2 500) f7 DRAINAGE FEES PLDA ACRES X FEE/ADT rf~l (DIST #1 DIST #2 X FEE/ADT ZONE X FEE/SO FT /UNIT X FEE/EDU /Of// * FEE/EDU^2P7 HIGH /LOW X FEE/AC / DIST #3 )^ =$ 0 =* /0/76. / _« />?f— 3> (up' ' — Ip C^^^ 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE SDCWA FEE F \FEE CALCULATION WORKSHEET doc 1 of 2 Rev 7/1 4/00 t H-OD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No Cj Planner Chris Sexton APN ^|«gL-Qm^QS Type of Project & Use "TT* Address Phone (760) 602 4624 Net Project Density Zoning P" M General Plan PX Facilities Management Zone DU/AC CFD (in/out) #_Date of participation . Remaining net dev acres Circle One (For non residential development Type of land used created by this permit ) Legend Item Complete( Environmental Review Required DATE OF COMPLETION sm Incomplete - Needs your action YES Compliance with conditions of approval' If not state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES _ NO DATE TYPE OTHER RELATED CASES Compliance with conditions or approval' If not state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone' YES CA Coastal Commission Authority' YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive Suite 103 San Diego CA 921084402 (619)7672370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed' YES.NO If property has Habitat Type identified in Table 11 of HMP complete HMP Permit application and assess fees in Permits Plus (A/P/Ds Activity Maintenance enter CB# toolbar Screens HMP Fees Enter Acres of Habitat Type impacted/taken UPDATE') Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance May 21 1993) Data Entry Completed' YES NO (A/P/Ds Activity Maintenance Center CB# toolbar Screens Housing Fees Construct Housing Y/N Enter Fee UPDATED H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Site Plan D D D Provide a fully dimensional site plan drawn to scale Show North arrow property lines easements existing and proposed structures streets existing street improvements nght-ofway width dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number D Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO 2 Project complies YES NO_ Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required A Required Required ;ks Required Required Required Required Required Required v- 7 Shown i Shown 1-jAj Shown / ' ' Shown Shown Shown /" Shown yX*" ^J./ Shown /U^r ^ & Shown X%xj Shown^ I ShowrT^ 4 Height 5 Parking Required Shown Spaces Required Shown, (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Jj Additional Commen OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER k>^jLoUCdouon AC\\JUSIAJL ^OO^OUDJL Q H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Carlsbad Fire Department Plan Review Requirements Category TI INDUST Date of Report 08 09-2007 Reviewed by Name Address STACY CANNON 600 W BROADWAY SUITE 200 SAN DIEGO CA 92101 BLDG DEPTCOPY Permit # CB071921 Job Name EURO RSCG SHELL TO OFFICE Job Address 2173 SALK AV CBAD St 300 Th 1,1 f\ 4- -4- J 4- 1 4-1+ •rf-l. 1 1^1 J J / -4- .J ,J T^l ni ito tniD omoo t9MO*iiow.and approval- Conditions Cond CON0002205 [MET] T2 01 Add (1) FEC to meet coverage requirements SE area A2 01 Justify,explain wall adjacent restrooms construction Bl attached to B wall type according to wall legend A2 01 Door 319 shall be rated on door schedule (A3 01) and shall swing as not to block exit to stairwell E2 1 Electrical shall show illuminated exit signs Entry 08/09/2007 By cwong Action AP Cond CON0002227 [MET] ** APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS FIRE DEPARTMENT NOTATIONS CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Entry 08/09/2007 By cwong Action AP Carlsbad Fire Department Plan Review Requirements Category TI INDUST Date of Report 07 27 2007 Reviewed by Name Address STACY CANNON 600 W BROADWAY SUITE 200 SAN DIEGO CA 92101 BLDG DEPT COPY Permit # CB071921 Job Name EURO RSCG SHELL TO OFFICE Job Address 2173 SALK AV CBAD St 300 INCOMPLETE The item you have submitted for review is incomplete At this time this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications with changes "clouded", to this office for review and approval Conditions Cond CON0002205 [NOT MET] T2 01 Add (1) FEC to meet coverage requirements SE area A2 01 Justify,explain wall adjacent restrooms construction Bl attached to B wall type according to wall legend A2 01 Door 319 shall be rated on door schedule (A3 01) and shall swing as not to block exit to stairwell E2 1 Electrical shall show illuminated exit signs Chavez-Grieves consulting engineers me Structural Engineering Project Management July 18 2007 VictorJ Chavez PE Member Board of Directors David H Grieves PE Chairman of the Board ChrisYoungblood PE President/Principal George H Bradley III PE Vice President/Principal Scott Heatly PE Vice President/Principal Charles W Stubbs PE vice President/Principal Stacy Cannon Austin Veum Robbms Partners 600 West Broadway Suite 200 San Diego CA92IOI To whom it may concern We have completed an analysis of the existing design of the Ventana Real Lot 2 project at the request of the project manager Additional loads were provided to us dated the week of July 16 2007 to better describe the use of the space and a summary of our findings follows Item I Lateral Files added to the 3rd floor office 50 lateral files were added to the floor place near the intersection of grids 3 and B 6 These files were reported to be 750 Ib ea This area was originally designed with a live load of 80 psf because it's use was not defined With the reduction of the live load to the SOpsf required by CBC 2001 the current design is found to be serviceable for the additional loads Item 2 Addition of transformers to the electrical room on the 3rd floor Approximately 2000ib of transformer assembly was added to the electrical room near grids B and 3 6 The framing in this area has been found to be acceptable for supporting this load without modification and the composite deck system has been checked for transferring the load from the transformer to the steel structure Item 3 Addition of mechanical units to the roof The mechanical plans that were presented the week of 7-16-07 are compatible with the assumptions made in the original design to account for such mechanical loading No units were of greater weight than 450 Ib and all are attached to structural steel members The roof structure was designed with wide flange members for this purpose If there are any questions feel free to contact our office at 505-344-4080 Thank you ieves The Engineering Firm of Choice 4700 Lincoln Road NE Albuquerque NM 87109 Phone 505 344 4080 Fax 505 343 8759 www eg engrs com fth*»»A* P>»Smi*nn 4700 Lincoln NE Suite 102 Albuquerque NM 87109 l»liaV6Z-UllGV6S Phone (505) 344-4080 Fax (505) 343 8759 consulting engineers me Project Ventana Real Office Additional Calculations for Building Use Client Architect - Nadal Architects Developer - Newport National ENGINEER David H Grieves DATE Submitted 11/30/07 ** Chavez Grieves Consulting Engineers Inc The Engineering Firm of Choice SHEET NO . 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Gravity Beam Design RAM Steel vl 1 11 Gareth Reece DataBase Ventana Real_REV_8J>ookshelf Building Code UBC1 11/30/070932 16 Steel Code AISC LRFD Floor Type 3rd Beam Number = 107 SPAN INFORMATION (ft) I-End (64 00,26 00) Minimum Depth specified = 11 90 in Beam Size (User Selected) = W24X76 Total Beam Length (ft) = 2950 Mp(kip-ft) = 83333 POINT LOADS (kips) J End (64 00,55 50) Fy = 50 0 ksi Dist 5500 7167 11417 14333 21 500 22583 DL 1241 1380 1319 1100 1091 1304 RedLL 457 686 508 873 971 724 Red% NonRLL StorLL 372 372 372 372 372 372 000 000 625 000 000 625 000 000 000 000 000 000 Red% RoofLL 00 00 00 00 00 00 000 000 000 000 000 000 Red% 00 00 00 00 00 00 LINE LOADS (k/ft) Load Dist DL LL 1 0000 0076 0000 29 500 0 076 0 000 Red%Type NonR SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 79 11 kips 0 90Vn = 283 93 taps MOMENTS (Ultimate) Span Cond Center Max + Controlling REACTIONS (kips) LoadCombo 1 2DL+1 6LL 1 2DL+1 6LL Mu kip ft 6942 6942 @ ft 143 143 Lb ft 72 72 Cb 108 108 Phi 090 090 Phi*Mn kip ft 75000 75000 DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS (Camber = 3/4) Dead load (in) at Live load (in) at Net Total load (in) at Left 4143 1837 7911 Right 3517 2060 7516 1446ft = 1460ft = 1460ft = 0866 0458 0574 L/D L/D L/D 409 773 617 Gravity Beam Design RAM Steel vl 1 1 1 Gareth Reece DataBase Ventana Real_REV_8_bookshelf Building Code UBC1 11/30/070932 16 Steel Code AISC LRFD J End (32 00,55 50) Ty = 500ksi Floor Type 3rd Beam Number = 106 SPAN INFORMATION (ft) I End (32 00,26 00) Minimum Depth specified = 11 90 in Beam Size (User Selected) = W24X76 Total Beam Length (ft) = 2950 Mp(kip-ft) = 83333 POINT LOADS (kips) Red% NonRLL StorLL Red% RoofLL Red% 400 000 000 00 000 00 400 000 000 00 000 00 400 344 000 00 000 00 400 000 000 00 000 00 400 062 000 00 000 00 400 000 000 00 000 00 400 344 000 00 000 00 LL Red% Type 0 000 NonR 0000 SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 76 64 kips 0 90Vn - 283 93 kips MOMENTS (Ultimate) Span Cond Dist 5500 7167 11417 14333 17000 21 500 22583 DL 1241 1033 1341 1033 423 1091 1138 RedLL 457 917 548 917 301 971 812 LINE LOADS (k/ft) Load 1 Dist 0000 29500 DL 0076 0076 Center Max + Controlling REACTIONS (kips) LoadCombo 1 2DL+16LL 1 2DL+16LL Mu kip ft 6885 6885 @ ft 143 143 Lb ft 29 29 Cb 101 101 Phi 090 090 Phi*Mn kip ft 75000 75000 DL reaction Max -HLL reaction Max +total reaction (factored) DEFLECTIONS (Camber = 3/4) Dead load (m) at Live load (m) at Net Total load (in) at Left 3999 1790 7664 Right 3526 1913 7292 1460ft = 1460ft = 1460ft = 0869 0439 0558 L/D L/D L/D 407 806 634 flhttUM* AnBAMAM 4700 Lincoln NE, Suite 102, Albuquerque, NM 87109 blldVGZ-UllGVeS Phone (505) 344-4080 Fax (505) 343-8759 consulting engineers, me Project Ventana Real Office Additional Calculations for Building Use Operable Partitions Client Architect - Nadal Architects Developer - Newport National ENGINEER David H Grieves DATE Submitted 8/08/07 Chavez Grieves Consulting Engineers Inc The Engineering Firm of Choice sntti NU __Uh. JOB consulting engineers, me CLIENT AiyRP JOBNO 4700 Lincoln Road Suite 102 ASbyqusrque NM 87109 BY tJT'V DATE Phone 5053444080 Fox. 505 343 8759 f~*/ - CHECKED BY LJter DATE _ i I ( A ^ * lA-R.TT'in^O^ ^pfts-Jfa^SP? fc> A^,^ o » ~> >/^~ I Z_A^E L-^ST<SrAj AAJD t^5ft.si.rro<U AS i ( T<? / / M-^'\) HLl^O" /^-^U^D^^ r/ e^x Master Detail Sheet Revision Date 12 13 99 Revision Time 000° I I i AUS Tl N VEUM ROBB1NS PARTNERS STACKED PAIRED PANELS ! . , (TYP PANEL DEPTH IS 3 7^ OVERHEAD HIDDEN TRACK CENTERED ON COLUMN LINE OPERABLE PARTITION PLAN DETAIL» AREA TO ADD ANY SPECIAL INSRUCTIONS TO THE STANDARD Master Detail Sheet Revision Date 061099 Revision Time 0000 AUS TIN VEUM ROB BIN S PARTNERS E E 2•6 -5 a notation tine dim line dim line • i v — 'v 1 ' ;d MANUAL DROP SEAL ACCOMMODATES +050 OR 1 50 DEFLECTION AND OR FLOOR VARIANCE MOVEABLE PARTITION BOTTOM >reak tine d m line/ break 1 ne d m Jme Notes «TEXT EDIT THIS AREA TO ADD ANY SPECIAL INSRUCTIONS TO THE STANDARD DETAIL» Ot->o 00 O oo 'TA vU r \S 43 <u u 00^ 3 «€ CQ |•8£ 4>Hft oS -91Sm comi, 8MUEZUCM0914 $ \Z 14- 1ozn. r- 6i4t " 8H.U WOl- il.U 9141 § F 200 1: 18 U KI4 « 69 U. em ziu * f9U 8m ^ °Utl 900 1 60 U' r- 80 H, * 900 L. zon. 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(?-\ f s Ven 1 4^ w V, j «> v CMX __ v' \ INRAM NTEJNfflCNAl Load Diaram RAM Steel vl 10 GarethReece RAM DataBase Ventana Real_REV_8_bookshelf • •HIHI —.. - - —d , vr-n.>^«*Building Code UBC1 08/07/07 18 31 56 Floor Type Roof Beam Number = 1042 Span information (ft) I-End (120 00,0 00) J End (120 00,26 00) Load Wl W2 Dist ft 0000 26000 DL k/ft 0154 0154 LL+ k/ft 0140 0140 LL- k/ft 0000 0000 Max Tot k/ft 0294 0294 Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8_bookshelf 08/07/07 18 31 56 Building Code UBC1 Steel Code AISCLRFD Floor Type Roof Beam Number = 1042 SPAN INFORMATION (ft) I-End (120 00,0 00) J-End (120 00,26 00) Beam Size (User Selected) - W12X14 Fy = SOOksi Total Beam Length (ft) = 2600 Mp(kip-ft) = 7250 LINE LOADS (k/ft) Load 1 2 Dist 0000 26000 0000 26000 DL 0140 0140 0014 0014 LL 0140 0140 0000 0000 Red% 00% — Type Roof NonR SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 5 32 kips 0 90Vn = 64 26 kips MOMENTS (Ultimate) Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip ft ft ft kip-ft Center Max+ 1 2DL+1 6LL7 346 130 00 100 090 6525 Controlling 12DL+16LL 346 130 00 100 090 6525 REACTIONS (kips) Left Right DL reaction 200 200 Max +LL reaction 182 182 Max +total reaction (factored) 5 32 5 32 DEFLECTIONS Dead load (m) at 1300ft = -0617 L/D = 506 Live load (m) at 1300ft = -0560 L/D = 557 Net Total load (m) at 1300ft = -1177 L/D - 265 Load Diagram RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8_bookshelf Building Code UBC1 08/08/07 11 07 19 Floor Type Roof Beam Number = 1042 Span information (ft) I-End (120 00,0 00) J-End (120 00,26 00) Load Wl W2 Dist ft 0000 26000 DL k/ft 0254 0254 LL+ k/ft 0140 0140 i -/ £?^r<Sr/O Max Tot k/ft 0394 0394 Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8_bookshelf Building Code UBC1 08/08/0711 0719 Steel Code AISC LRFD Beam Number = 1042Floor Type Roof SPAN INFORMATION (ft) I-End (120 00,0 00) Beam Size (User Selected) = W12X14 Total Beam Length (ft) = 2600 Mp(kip-ft) = 7250 LINE LOADS (k/ft) Red% 00% 00% J-End (120 00,26 00) Fy = 50 0 ksi Load 1 2 3 Dist 0000 26000 0000 26000 0000 26000 DL 0100 0100 0140 0140 0014 0014 LL 0000 0000 0140 0140 0000 0000 Type Red Roof NonR SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 6 88 kips 0 90Vn = 64 26 kips MOMENTS (Ultimate) Span Cond Center Max + Controlling REACTIONS (kips) LoadCombo 1 2DL+1 6LL 1 2DL+1 6LL Mu kip-ft 447 447 @ ft 130 130 Lb ft 00 00 Cb 100 100 Phi 090 090 Phi*Mn kip-ft 6525 6525 DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS Dead load (in) Live load (m) Net Total load (in) Left 330 182 688 Right 330 182 688 at at at 1300ft = 1300ft = 1300ft = 1017 0560 -1577 / ( Chavez-Grieves consulting engineers, me 4700 Lincoln Road Suite 102 Albuquerque NM 87109 Phono 505 344.4080 Fax. 505 343 8759 &neci NU JOB SUBJECT. CLIENT _ BY CHECKED BY. JOB NO DATE. OATE_ TT - II 0 I S* /I - I - 0 u, * I *\ XK; "" ^ iR / ... ~T l A A "bl NU ..UI-. JOB Chavez-Grieves consulting engineers, inc 4700 Lincoln Rood Suite 102 Albuquerque NM 87109 Phone 505 344 4080 Fox 505 343 8759 SUBJECT. CLIENT _ BY CHECKED BY. JOB NO DATE .DATE. G> I ^/ fy* " f o I:AJ FB 1 3/4x1/4 DIAGONAL BRACE L3x3x1/4 © 4-0 OC WELD TO TOP FLANGE OF ADJACENT BEAM RODS AND SPACING PER PARTITION MFR PARTITION SUPPORT 0 3/4 =1 -0 5/8 0 A36 RODS 48 OC CONT MC12x106 3/4 =1 -0 (6G) Chauez-Grieues consulting engineers me +700 UNCWU RD NE STE 102 ALBUQUERQUE. NM 87109 PHONE (505) 344-4080 FAX (505) 343-8759 Ventana Real Carlebad California DESIGNED BY- GR DRAWS* OR RLE NAME- DESCf&TON> DPHRABLE PARTTnON SUPPOFTT SCM£ JOBNUMBBt DATB SKS-A Jj& REPORT™ESR-1136 Reissued March 1 2005 This report is subject to re examination in one year ICC Evaluation Service, Inc www icc-es org Business/Regional Office • 5360 Workman Mill Road Whittier California 90601 • (562) 699-0543 Regional Office • 900 Montclair Road Suite A Birmingham Alabama 35213 "(205)599-9800 Regional Office • 4051 West Flossmoor Road Countty Club Hills Illinois 60478 » (708) 799 2305 DIVISION 07—THERMAL AND MOISTURE PROTECTION Section 07870—Smoke Containment Barriers DIVISION 08—DOORS AND WINDOWS Section 08300—Specialty Doors REPORT HOLDER SMOKE GUARD® DIVISION OF RECTORSEAL 11420 EXECUTIVE DRIVE BOISE IDAHO 83713 (208) 383 3789 www smokeguard com infoQjsimok^ciuard com EVALUATION SUBJECT SMOKE GUARD® SYSTEM—MODELS 200 400 AND 600 SMOKE CONTAINMENT SYSTEMS deployment within 10 seconds of the smoke detectors going into alarm A cabling system allows the film to unwind Flexible magnetic strips on the vertical sides of the film seal the film to the elevator door frame or the auxiliary rails The system is capable of sensing an object in its path and will not fully unroll until the object is removed Film mounted rewind switches reset the system For the Model 600 a separate wall switch will also rewind the system In the event that an elevator occupant encounters a deployed Smoke Guard® System a rewind switch located on both sides of the film can be activated to allow the occupant to exit from the elevator The film will redeploy after egress In the event of loss of power a force of less than 15 foot pounds (66 N) is required at the film boundary to push the magnets away from the hoistway frame The systems have air leakage ratings that do not exceed 3 0 cfm per square foot of opening at 0 1 inch water pressure (25 Pa) difference at both ambient and elevated temperatures See Figure 1 of this report for a typical installation ~3~2—Comporrents' 321 Film The film is a minimum 1 0 mil thick [0 01 inch (0 025 mm)] polyimide plastic sheet with a transparent orange color A minimum 100 denier filament yarn is factory adhered to the film as reinforcement 322 Magnets Strip magnets a minimum of 21/2 inches wide by V8 inch thick (65 mm by 3 2 mm) are attached to the vertical edges of the film with continuous beads of sihcone sealant The strips utilize a multipole flexible magnet consisting of energized fernte in a nitnle rubber binder which exerts a minimum force of 1 4 MGOe 323 Motor The motors are DC units rated at a minimum of 25 inch pounds (28 N m) at 100 rpm The units are powered by 120 volt AC power The Model 200 and 400 systems use a 90V DC gear motor and a 90V DC clutch with a viscous governor connected to the drive system The Model 600 unit uses a 12V DC gear motor that is connected to the drive pulley 324 Electro/Electronic Drive Control System The drive control system which controls the deployment and rewind functions of the system is connected to an independent 120V AC power source and the auxiliary contacts of the elevator lobby smoke detector The Model 600 is equipped with a 12V DC back up battery and charger The electrical control release mechanisms shall conform to UL Standard 864 325 Sealant The sealant shall be a low modulus sihcone sealant complying with ASTM C 920 Type S Grade NS Class 25 Use T NT M G A and O 40 INSTALLATION 41 General Installation of the system shall comply with this report and published instructions Smoke Guard Corporation s 1 0 EVALUATION SCOPE Compliance with the following codes • 2003 International Building Code® (IBC) • 2004 Supplement to the International Codes® • 1997 Uniform Building Code™ (UBC) Properties evaluated Smoke containment 20 USES The Smoke Guard® System is a rolling gasketmg smoke containment system used in conjunction with a fire resistance rated elevator hoistway door and frame assembly to provide a smoke and draft control assembly The system is installed over elevator openings that open into a fire resistance rated corridor and is intended to be used as an alternative to the requirement for a separated elevator lobby in the applicable code 30 DESCRIPTION 3 1 General The Smoke Guard® System consists of a reinforced transparent film designed to unroll from a housing unit positioned above the elevator opening down along the existing elevator frame or auxiliary rails to cover the elevator opening in the event of a fire Auxiliary rails are used if the elevator frame is nonferrous beveled painted irregular or if the look of rails is desired The film protects the elevator opening from vertical smoke migration by creating a tight fitting smoke and draft control barrier The system is connected to the smoke detection system located in the elevator lobby which initiates 15 REPORTS no be co si i ed s p s n g esthetics o ny othe II b I s t p j Ify dd ido se If the si bject f ll po I o rec i1 e d no j Is se Th s no I) b) ICC C I t o S J d g o oil II in ll s p I s to y p odu t co ed by the po t elle) I b I p pi ed ANSI Copyright O 2005 Page 1 of 3 Page 3 of 3 ESR1136 TWO HOUR SHAFT ENCLOSURE ONfc AND ONfc HALF HOUR FiRE RATED ASSEMBLIES TWO HOUR SHAFT ENCLOSURE SMOKE CONTAINMENT SYSTEM FIGURE 1—TYPICAL SMOKE GUARD SYSTEM INSTALLATION SMOKE GUARD® system » Model 400 TECHNICAL SUMMARY >SYSTEM DESCRIPTION The Smoke Guard® System Model 400 (M400) is a code compliant smoke- and draft control assem- bly when used with typical fire- rated elevator doors The Smoke Guard screen consists of a rein forced transparent polyimide film The film edge is connected to flexible magnetic strips which adhere to ferrous metal rails as the system deploys creating a tight seal The M400 uses standard building power The system may be-connected to building standby power if desired >SYSTEM OPERATION The Smoke Guard System is designed specifically to protect elevator openings and the elevator shaft from vertical smoke migration The system will deploy only when the smoke detector in that elevator lobby goes into alarm (or on loss of power to the unit) As the lobby smoke detector goes into alarm the elevator will auto- matically return to the recall floor If an elevator occupant were to encounter a deployed M400 a screen rewind switch located on -either-ste'e-efthe s delay is built into the system to avoid nuisance deploys on brief power outage As power is restored the screen will automatically rewind into the housing >UNIT DIMENSIONS The M400 is available in customized screen sizes to fit door openings up to 60 wide (assuming a standard 2 elevator door frame) Consult smokeguard com or your local Smoke Guard distributor for detailed information on this product INSTALLATION installed by factory recognized personnel There is minimal prepa- ration work Installation requires a clear plumb unobstructed wall surface above the hoistway door 120v AC power and a UL 268 con- forming smoke detector >CODESAND STANDARDS The M4QO works in conjunction with fire-rated elevator hoistway doors to exceed the NFPA UBC and IBC requirements for a smoke- and draft control assem- bly This enables the elevator to open directly onto the corridor for egress If smoke is still active- ly being detected the screen will then redeploy to seal the opening If AC power is lost the Smoke Guard System M400 operates on a fail safe secure basis triggering screen deployment A deployment D E L 400 PHYSICAL PROPERTIES SYSTEM PROPERTY AIR LEAKAGE AIR LEAKAGE OPENING FORCE FIAMMABILITY TEST STANDARD UL 1784 NFPA 105 2000 IBC 10033 12 1997JJBCJ00331 5 ASTM E 84 TEST PARAMETERS MAX ALLOWABLE = 3 CFM/SF @ 0 1 INCH WG @ 72° F AND 400° F MAX ALLOWABLE = 3 CFM/SF @ 0 3 INCH WG @ 400° F FORCE < 30 LBS FLAME SPREAD < 25 SMOKE GENERATION < 50 TEST RESULT VALUES AIR LEAKAGE LESS THAN 0 5 CFM AIR LEAKAGE LESS THAN 1 5 CFM 15 LBS APPLIED"® THE~FILM BOUNDARY REINFORCED FILM EXCEEDS CLASS A STANDARDS FLAME SPREAD INDEX = 0 SMOKE GENERATED = 5 SMOKE GUARD SYSTEMS MEET OR EXCEED THE REQUIREMENTS OF a UL 1784 Air Leakage Tests of Door Assemblies E 2000 International Building Code Section 714 2 3 ss UL 864 Control Units for Fire Protective Signaling Systems a ICC Evaluation Service Report ESR 1136 2003 International Building Code Section 715 3 3 NFPA 105 Installation of Smoke Control Door Assemblies 800 574 0330 www smokeguand com Sweet s Section 08300 SGS04 B/05 Rev 5 > Copywnte 2005 Smoke Guard division ol RectorSeal Chavez-Grieves consulting engineers me 4700 Lincoln NE Suite 102 Albuquerque, NM 87109 Phone (505) 344-4080 Fax (505) 343-8759 Project Ventana Real Office Additional Calculations for Building Use 3rd Floor Mechanical Loading Client Architect - Nadal Architects Developer - Newport National ENGINEER David H Grieves DATE Submitted 8/07/07 S f ° 3Z5J8X- "P 86/3fl/2o0i Chavez Grieves Consulting Engineers Inc The Engineering Firm of Choice Gltauez-Grieves consulting engineers, me 4700 Lincoln Road Suite 102 Albuquerque MM 87109 Phone 505 344 4080 Fax. 505 343 8759 SHEET NO . JOB SUBJECT. CLIENT _ BY OF CHECKED BY .JOBNO DATE. DATE_ 3 TH-AT"'P AiOt>AS.i ~ I l*\t>r *\trc?ts, UJTH -A^FO I (4 A I H- » /£ M i (74 Oo Oo CO is I si.9ZU.8nil 3>1911'Ezvv;ZZll.CMOSll " IZll -ozn Z9U1 6lll! ^ 81 U- wot .im Bm' 9 • zoov;\ , 1.8 tU' J •ftnu « E9U ZLLV- ^f i1 wn. eout * 1 -soo v. 60VH SOU ir H 9001 iOU <k 90 if _,_... , !P1 loot * 90 U' «)U i , 8001. eon ^r ZOH OUK SUS 396 196SSUa S"" 99 1 1 65' an- ' 8SU.6SU V 09 U 5 Z9U II, , , |-gir su 69U wn. 9 9911. 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Type Roof NonR SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 7 34 kips 0 90Vn = 85 08 kips MOMENTS (Ultimate) Span Cond Center Controlling Max + LoadCombo 1 2DL+1 6LL 1 2DL+1 6LL Mu kip-ft 541 541 ® ft 151 151 Lb ft 00 00 Cb 100 1 00 Phi 090 090 Phi*Mn kip ft 12450 12450 REACTIONS (kips) DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS Dead load (in) at Live load (rn) at Net Total load (in) at Left 282 236 717 Right 297 236 734 1490ft = 1475ft = 1475ft = 0595 -0472 1067 UD L/D L/D 595 > 749 332 Chavez-Grieves consulting engineers me 4700 Lincoln NE Suite 102 Albuquerque NM 87109 Phone (505) 344-4080 Fax (505) 343 8759 Project Ventana Real Office Additional Calculations for Building Use Client Architect - Nadal Architects Developer - Newport National ENGINEER David H Grieves DATE Submitted 8/02/07 mm,, "Co < 3 No 32518 Exp Chavez Grieves Consulting Engineers Inc The Engineering Firm of Choice Chavez-Grieves consulting engineers, me 4700 Lincoln Rood Suite 102 Albuquerque NM 87109 Phone 505 344.4080 Fox. 505 343 8759 SHEET NO JOB V/ OF. g<jTAM]A- SUBJECT. CLIENT _ BY CHECKED BY JOB NO DATE. DATE i-L :^A opPO I O 3o*o2. oo ffo so 8 05eII u> \o ooN> ui ~-ao o o os o\ Q H"* CD *™* ^O ^7o o o 62, f <^U c*^ ^^ *^Jo o o 3, c& ci> CD *-<M o; a; cr SJ- ?T 5* cT § 000*3 IT* o o o 8, r1 S B! OJ VJD 00 ™ o o o 3, f oI ^ K C o O o o O >-t Pd hiPera CD N> 401 42 106 00 aoo . t 01 enenro 549 CD 00 499-107— cooo 8 CO- CO l~\f 23 ro 8 CO CO o pd « 93 oo VMfc oo Pi O fO oo gpo< i O I ft O OO Oir> o2 O o8<o o a 8oSJ « o o >n o iO O O O o o 2 o o0,0 oj2 <n o CS (S o JS •3§ o OH Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 07/16/07152848 Steel Code AISCLRFD Floor Type 3rd Beam Number = 106 SPAN INFORMATION (ft) I-End (32 00,26 00) Minimum Depth specified = 11 90 in Beam Size (User Selected) - W24X76 Total Beam Length (ft) = 2950 Mp(kip-ft) = 83333 POINT LOADS (kips) J-End (32 00,55 50) Fy = 50 0 ksi Dist 5500 7167 11417 14333 17000 21500 22583 DL 1241 1033 1341 1033 423 1091 11 11 RedLL 365 917 480 917 294 971 811 LINE LOADS (k/ft) Load 1 Dist 0000 29500 DL 0076 0076 Red% NonRLL StorLL E 400 400 400 400 400 400 400 LL 0000 0000 000 000 344 000 062 000 344 Red% 000 000 000 000 000 000 000 Type NonR Red% 00 00 00 00 00 00 00 RoofLL 000 000 000 000 000 000 000 Red% 00 00 00 00 00 00 00 SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 75 42 kips 0 90Vn = 283 93 kips MOMENTS (Ultimate) Span Cond Center Max + Controlling REACTIONS (kips) LoadCombo 1 2DL+16LL 1 2DL+1 6LL Mu kip-ft 6807 6807 @ ft 143 143 Lb ft 29 29 Cb 101 101 Phi 090 090 Phi*Mn kip ft 75000 75000 DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS (Camber = 3/4) Dead load (in) at Live load (in) at Net Total load (in) at Left 3993 1719 7542 Right 3505 1884 7221 1460ft = 1460ft = 1460ft = 0866 0428 0545 L/D = L/D = L/D = 409 827 650 Gravity Beam M INTERNWCNAl RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 Page 2/14 07/16/07 15 28 48 Steel Code AISCLRFD Floor Type 3rd Beam Number = 97 SPAN INFORMATION (ft) I-Eud (32 00,26 00) Minimum Depth specified = 11 90 m Beam Size (User Selected) == W24X62 Total Beam Length (ft) = 3200 COMPOSITE PROPERTIES (Not Shored) J-End (64 00,26 00) Fy = 50 0 ksi Concrete thickness (in) Unit weight concrete (pcf) fc (ksi) Decking Orientation Decking type beff(in) Mnf(kip-ft) C (kips) Ieff(m4) Stud length (in) Stud Capacity (kips) Qn = # of studs Max = 64 Number of Stud Rows = 1 Left 350 14500 400 perpendicular VERCOW3Formlok 8100 1272 52 23496 3266 61 550 196 Partial = 24 Actual = 24 Percent of Full Composite Action = 25 68 Y bar(m) Mn (kip-ft) PNA(m) Itr (m4) Stud diam (m) Right 350 14500 400 perpendicular VERCOW3Formlok 2282 939 45 1731 4927 80 075 POINT LOADS (kips) Dist DL CDL 16000 3160 1783 LINE LOADS (k/ft) RedLL 2063 Red% 288 Load 1 2 3 Dist 0000 32000 0000 32000 0000 32000 DL 0922 0922 0033 0033 0062 0062 CDL 0426 0426 0023 0023 0062 0062 LL 0280 0280 0031 0031 0000 0000 NonRLL 000 LL 0280 0280 0031 0031 0000 0000 StorLL 000 Red% 28 8% 28 8% - Red% 00 Type Red Red NonR RoofLL 128 CLL 0140 0140 0008 0008 0000 0000 Red% 00 CLL 522 SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 56 94 kips 0 90Vn = 275 16 kips MOMENTS (Ultimate) Span Center Controlling REACTIONS (kips) Initial reaction DL reaction Cond PreCmp+ InitDL Max + LoadCombo 1 2DL+1 6LL 14DL 1 2DL+1 6LL 1 2DL+1 6LL Mu kip ft 3468 2914 7095 7095 @ ft 160 160 160 160 Lb ft 00 _ Cb 100 Phi 090 085 085 Phi*Mn kip ft 57750 79853 79853 Left 2207 3209 Right 2207 3209 Gravity Beam Design RAM Steel vl 10 Page 3/14 Gareth Reece DataBase Ventana Real_REV_8 07/16/07 15 28 48 Building Code UBC1 Steel Code AISC LRFD__ __ _ Max +LL reaction 11 52 11 52 Max +total reaction (factored) 56 94 56 94 DEFLECTIONS Initial load (in) at 1600ft = 0732 L/D = 525 Live load (in) at 1600ft = 0254 L/D = 1512 Post Comp load (in) at 1600ft = -0551 L/D = 696 Net Total load (in) at 1600ft = 1283 L/D = 299 Gravity Beam Design RAM Steel vll 0 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 Page 4/14 07/16/07 15 28 48 Steel Code AISC LRFD Floor Type 3rd Beam Number = 502 SPAN INFORMATION (ft) I-End (32 00,31 50) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 3200 COMPOSITE PROPERTIES (Not Shored) Concrete thickness (m) Unit weight concrete (pcf) f c (ksi) Decking Orientation Decking type beff(m) Mnf(kip-ft) C (kips) Ieff(m4) Stud length (m) Stud Capacity (kips) Qn = # of studs Max = 32 Number of Stud Rows = 1 LINE LOADS (k/ft) J-End (64 00,31 50) Fy = 50 0 ksi Left 350 14500 400 perpendicular VERCO W3 Formlok 3 Ybar(m) 7 Mn (kip ft) ) PNA(in) 5 Itr (m4) ) Stud diam (m) Right 350 14500 400 perpendicular VERCO W3 Formlok 1639 227 77 1111 948 27 075 6850 34217 9790 61055 550 196 Partial = 11 Actual =11 Percent of Full Composite Action = 30 17 Load 1 2 Dist 0000 32000 0000 32000 DL 0754 0754 0022 0022 CDL 0348 0348 0022 0022 LL 0228 0228 0000 0000 Red% 26% Type Red NonR CLL 0114 0114 0000 0000 SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 20 58 kips 0 90Vn = 85 08 kips MOMENTS (Ultimate) Span Center Cond PreCmp+ ImtDL Max + LoadCombo 1 2DL-H 6LL 14DL 1 2DL+1 6LL 1 2DL+1 6LL Mu kip ft 803 664 1647 1647 @ ft 160 160 160 160 Lb ft 00 —. Cb 100 Controlling REACTIONS (kips) Initial reaction DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS (Camber = 1-1/2) Initial load (in) at Live load (in) at Post Comp load (m) at Left 775 1241 356 2058 Right 775 1241 356 2058 1600ft - 1600ft - 1600ft = 1514 0296 0836 L/D L/D L/D Phi 090 085 085 Phi*Mn kip ft 12450 19361 19361 254 1296 459 Gravity Beam Design RAM Steel vl 10 Page 5/14 Gareth Reece DataBase VentanaRealJREV_8 07/16/07 15 28 48 Building Code UBC1 Steel Code AISC LRFD NetTotalload(m) at 1600ft - 0850 L/D = 452 Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 Page 6/14 07/16/07 15 28 48 Steel Code AISCLRFD J-End (64 00,37 42) Fy = SOOksi Floor Type 3rd Beam Number = 498 SPAN INFORMATION (ft) I-End (32 00,37 42) Beam Size (User Selected) = W16X26 Total Beam Length (ft) = 3200 COMPOSITE PROPERTIES (Not Shored) Concrete thickness (m) Unit weight concrete (pcf) f c (ksi) Decking Orientation Decking type beff(m) Mnf(kip-ft) C (kips) Ieff(m4) Stud length (in) Stud Capacity (kips) Qn # of studs F» Number of Stud Rows = 1 POINT LOADS (kips) Dist DL C] 14417 249 1 30 583 2 82 0 9417 205 0 LINE LOADS (k/ft) Load Dist 1 0000 9416 2 0000 9416 3 9417 14416 4 14417 30583 5 30 584 32000 6 0000 32000 7 0000 32000 SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) - 32 99 kips 0 90Vn -104 15 kips MOMENTS (Ultimate) [m) e(pcf) i ) Qn = 43 ws= 1 Left Right 3 50 3 50 145 00 145 00 400 400 perpendicular perpendicular VERCO W3 Formlok VERCO W3 Formlok 4150 Ybar(m) = 1672 41566 Mn(kip-ft) = 33412 17622 PNA(m) = 1490 89498 Itr(m4) = 117781 550 Stud diam (m) = 075 = 196 Partial = 14 Actual = 22 Percent of Full Composite Action = 41 86 DL RedLL Red% 53 25 00 DL 0317 0317 0034 0034 0243 0243 0043 0043 0486 0486 0391 0391 0026 0026 177 21 022 21 000 00 CDL 0147 0147 0024 0024 0170 0170 0030 0030 0341 0341 0180 0180 0026 0026 NoriRLL 058 500 410 LL 0096 0096 0031 0031 0223 0223 0040 0040 0447 0447 0118 0118 0000 0000 StorLL 000 000 000 Red% 21% 21% 21% 2 1% 21% 21% Red% 00 00 00 Type Red Red Red Red Red Red NonR RoofLL Red% 000 00 000 00 000 00 CLL 0048 0048 0008 0008 0056 0056 0010 0010 0112 0112 0059 0059 0000 0000 CLL 046 006 000 Rfirji uravitv fleam uesign Hi VI RAM Steel vl 10 m 1 V Gareth Reece RAM DataBase VentanaReal_REV_8 iNTBNtfeviAi! RuilHincyf!nde TIRC1 Span Center Controlling Cond PreCmp+ InitDL Max + LoadCombo 1 2DL+1 6LL 14DL 1 2DL+1 6LL 1 2DL+1 6LL Mu kip ft 847 706 2387 2387 @ ft 144 144 144 144 Lb ft 00 _. - — Page 7/14 07/16/07 15 28 48 Steel Code ATSCT.RFD Cb Phi 1 00 0 90 — 085 085 Phi*Mn kip ft 16575 28400 28400 REACTIONS (kips) Initial reaction DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS (Camber = 1) Initial load (in) Live load (m) Post Comp load (in) Net Total load (in) Left 809 1341 814 Right 726 1319 1072 at at at at 29 12 32 99 1568ft = 1552ft = 1552ft = 1552ft = 1012 0476 0853 0866 L/D = L/D = L/D - L/D = 379 807 450 444 Gravity Beam Design RAM Steel vl 1 0 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 ~ Page 8/14 07/16/07 15 28 48 Steel Code AISC LRPD Floor Type 3rd Beam Number = 552 SPAN INFORMATION (ft) I-Eod (32 00,43 00) J-End (46 42,43 00) Beam Size (User Selected) = W12X14 Total Beam Length (ft) = 1442 COMPOSITE PROPERTIES (Not Shored) Concrete thickness (in) Unit weight concrete (pcf) f c (ksi) Decking Orientation Decking type beff(m) Mnf (kip ft) C (kips) Ieff(m4) Stud length (in) Stud Capacity (kips) Qn = # of studs Max = 14 Number of Stud Rows = 1 POINT LOADS (kips) Dist DL CDL Red] 9417 045 000 0 9417 045 000 0 LINE LOADS (k/ft) Load 1 Fy = SOOksi Left 350 14500 400 perpendicular VERCO W3 Formlok > Ybar(m) \ Mn (kip-ft) I PNA (in) ? Itr (m4) ) Stud diam (in) Right 350 14500 400 perpendicular VERCO W3 Formlok 1473 139 54 987 498 83 075 4325 20354 7832 34033 550 196 Partial = 10 Actual =10 Percent of Full Composite Action = 29 75 Dist 0000 14416 0000 9416 0000 9416 9417 14416 0000 14416 DL 0243 0243 0147 0147 0145 0145 0243 0243 0014 0014 CDL 0170 0170 0103 0103 0067 0067 0170 0170 0014 0014 LL 0223 0223 0136 0136 0044 0044 0223 0223 0000 0000 NonRLL 090 090 LL 0223 0223 0136 0136 0044 0044 0223 0223 0000 0000 StorLL 000 000 Red% 00% 00% 00% 00% Type Red Red Red Red NonR CLL 0056 0056 0034 0034 0022 0022 0056 0056 0000 0000 SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 12 01 kips 0 90Vn = 64 26 kips MOMENTS (Ultimate) Span Center Controlling Cond PreCmp+ InitDL Max + LoadCombo 1 2DL+1 6LL 14DL 1 2DL+1 6LL 1 2DL+1 6LL Mu kip-ft 157 129 445 445 @ ft 72 72 83 83 Lb ft 00 Cb 100 Phi 090 085 085 Phi*Mn kip-ft 6525 11861 11861 Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 Page 9/14 07/16/07 15 28 48 Steel Code AISC LRFD REACTIONS (kips) Initial reaction DL reaction Max 4-LL reaction Max -Hotal reaction (factored) DEFLECTIONS Initial load (in) Live load (m) Post Comp load (in) Net Total load (in) Left 336 423 356 1077 Right 336 434 425 1201 at at at at 721ft = 728ft = 728ft = 728ft = 0134 -0058 0084 0219 L/D = LTD = L/D - L/D = 1289 2986 2050 792 Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana RealJREV_8 BmldingCode UBC1 Page 10/14 07/16/07 15 28 48 Steel Code AISCLRFD Floor Type 3rd Beam Number = 497 SPAN INFORMATION (ft) I-End (32 00,48 58) Beam Size (User Selected) = W16X26 Total Beam Length (ft) - 3200 COMPOSITE PROPERTIES (Not Shored) Concrete thickness (in) Unit weight concrete (pcf) fc (ksi) Decking Orientation Decking type beff(m) Mnf(kip-ft) C (kips) Ieff(m4) Stud length (in) Stud Capacity (kips) Qn = # of studs Full = 43 Number of Stud Rows = 1 POINT LOADS (kips) Dist DL CDL Red 14417 249 153 1 30583 282 025 0 9417 205 000 0 J-End (64 00,48 58) Fy = SOOksi Left 350 14500 400 perpendicular VERCO W3 Formlok 4750 421 16 19580 95285 550 196 Y bar(m) Mn(kip-ft) PNA (in) Itr(m4) Stud diam (in) Right 350 14500 400 perpendicular VERCO W3 Formlok 1706 34478 1536 1213 86 075 Partial =17 Actual =23 Percent of Full Composite Action = 45 53 LINE LOADS (k/ft) Load 1 4 Dist 0000 32000 0000 14416 14417 30583 30584 32000 0000 32000 DL 0301 0301 0243 0243 0043 0043 0486 0486 0026 0026 , Red% 34 ; 34 » 00 CDL 0211 0211 0170 0170 0030 0030 0341 0341 0026 0026 NonRLL 058 500 410 LL 0277 0277 0223 0223 0040 0040 0447 0447 0000 0000 StorLL 000 000 000 Red% 34% 34% 34% 34% - R.ed% RoofLL Red% 00 0 00 00 00 0 00 00 00 0 00 00 Type CLL Red 0 069 0069 Red 0 056 0056 Red 0 010 0010 Red 0112 0112 NonR 0000 0000 CLL 046 006 000 SHEAR (Ultimate) MaxVu(l 2DL+1 6LL) = 35 11 kips 0 90Vn = 10415 kips MOMENTS (Ultimate) Span Cond LoadCombo Mu Lb Center PreCmp+ ImtDL Max + 1 2DL+1 6LL 14DL 1 2DL-H 6LL kip-ft 913 760 2557 ft 144 144 144 ft 00 — Cb 100 Phi 090 085 Phi*Mn kip-it 16575 29306 m RAMINTESNAHONa j viravitv -Beam uesisn RAM Steel vl 10 ' Gareth Reece 1 DataBase Ventana Real_REV_8 J Building Code UBC1 Span Cond LoadCombo Controlling 1 2DL+1 6LL Mu 2557 , @ Lb 144 Page 11/14 07/16/07 15 28 48 Steel Code AISC LRFD Cb Phi Phi*Mn 0 85 293 06 REACTIONS (kips) Initial reaction DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS (Camber = 1) Initial load (m) Live load (m) Post Comp load (in) Net Total load (m) Left 8 74 1111 1 1 27 31 37 Right 7 91 1161 13 24 3511 at at at at 1568ft = 1552ft = 1552ft = 1552ft = 1095 0590 0824 0918 L/D = L/D = L/D = L/D = 351 651 466 418 INTKNAnpNAl Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 Page 12/14 07/16/07 15 28 48 Steel Code AISCLRFD Floor Type 3rd SPAN INFORMATION (ft) Beam Size (User Selected) Total Beam Length (ft) Mp(tapft) = 7250 POINT LOADS (kips) Beam Number = 549 I-End (46 42,37 42) J-End (46 42,48 58) = W12X14 = 11 17 Fy - SOOksi Dist 5583 DL 434 LINE LOADS (k/ft) Load Dist 1 0000 11 166 2 0000 11 166 RedLL 308 DL 0043 0043 0014 0014 Red% NonRLL StorLL 00 LL 0040 0040 0000 0000 1 17 Red% 00% 000 T: E No Red% 00 RoofLL 000 Red% 00 Red SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 6 75 kips 0 90Vn = 64 26 kips MOMENTS (Ultimate) Span Cond Center Controlling Max LoadCombo 12DL+1 6LL 1 2DL+1 6LL Mu kip ft 356 356 @ ft 56 56 Lb ft 56 56 Cb 164 164 Phi 090 090 Phi*Mn kip ft 6525 6525 REACTIONS (kips) DL reaction Max +LL reaction Max -ttotal reaction (factored) DEFLECTIONS Dead load (m) Live load (in) Net Total load (m) Left 249 235 675 Right 249 235 675 at at at 558ft = 558ft = 558ft = 0093 0088 0181 L/D L/D L/D 1448 1515 740 INiaMAIIONAl Gravity Beam Design RAM Steel vllO Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 Page 13/14 07/16/07 15 28 48 Steel Code AISC LRFD Floor Type 3rd SPAN INFORMATION (ft) Beam Size (User Selected) Total Beam Length (ft) Mp(kipft) = 7250 POINT LOADS (kips) Dist DL RedLL 10167 250 000 1 000 2 50 0 00 LINE LOADS (k/ft) Beam Number = 499 I-End (62 58,37 42) J-End (62 58,48 58) = W12X14 = 11 17 Fy = 50 0 ksi Red% NonRLL StorLL Red% RoofLL 00 00 500 500 000 000 00 00 000 000 Red% 00 00 Load 1 2 Dist 0000 11 166 0000 11 166 DL 0043 0043 0014 0014 LL 0040 0040 0000 0000 Red% 00% Type Red NonR LoadCombo 1 2DL+1 6LL 1 2DL+1 6LL Mu tap-ft 131 131 @ ft 56 56 Lb ft 112 112 Cb 102 102 Phi 090 090 Phi*Mn kip ft 2135 2135 SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 11 74 kips 0 90Vn = 64 26 kips MOMENTS (Ultimate) Span Cond Center Max + Controlling REACTIONS (kips) DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS Dead load (m) at 5 58 ft = 0034 L/D Live load (m) at 5 58 ft = 0057 L/D Net Total load (in) at 5 58 ft = 0091 L/D Left 282 522 1174 Right 282 522 1174 3967 2339 1471 Gravity Beam Design RAM Steel vl 10 Gareth Reece DataBase Ventana Real_REV_8 Building Code UBC1 Page 14/14 07/16/07 15 28 48 Steel Code AISC LRPD Floor Type 3rd Beam Number = 107 SPAN INFORMATION (ft) I-End (64 00,26 00) Minimum Depth specified = 11 90 in Beam Size (User Selected) = W24X76 Total Beam Length (ft) = 2950 Mp(kipft) = 83333 POINT LOADS (kips) J-End (64 00,55 50) Fy = 50 0 ksi Dist 5500 7167 11417 14333 21500 22583 DL 1241 1380 1319 1100 1091 1161 RedLL 365 608 457 858 971 723 Red% NonRLL StorLL Red% RoofLL 372 372 372 372 372 372 000 000 625 000 000 625 000 000 000 000 000 000 00 00 00 00 00 00 000 000 000 000 000 000 Red% 00 00 00 00 00 00 LINE LOADS (k/ft) Load 1 Dist 0000 29500 DL 0076 0076 LL 0000 0000 Red% — Type NonR SHEAR (Ultimate) Max Vu (1 2DL+1 6LL) = 76 98 kips 0 90Vn = 283 93 kips MOMENTS (Ultimate) Span Cond Center Controlling Max LoadCombo 1 2DL+1 6LL 1 2DL+1 6LL Mu kip-ft 6788 6788 @ ft 143 143 Lb ft 72 72 Cb 108 108 Phi 090 090 Pm*Mn kip ft 75000 75000 REACTIONS (kips) DL reaction Max -t-LL reaction Max +total reaction (factored) DEFLECTIONS (Camber = 3/4) Dead load (in) at Live load (in) at Net Total load (in) at Left 4109 1729 7698 Right 3408 2020 7321 1446ft = 1460ft = 1460ft = -0852 0442 0544 L/D L/D L/D 416 801 651 MICHAEL WALL ENGINEERING Angelo Aboy Austin Veum Robbms Partners 600 West Broadway Suite 200 San Diego CA 92101 1920 November 20 2007 Euro RSCG DRTV (MWE# 07154) UPS System Permitting - City of Carlsbad Dear Michael Peterson AN DIEGO 58 638 0600 58 638 0640 FAX 115 Sorrento Valley Blvd an Diego CA 92121 WINE 149 864 0600 149 864 0640 FAX i251 California Ave Ste 110 rvme CA92617 vwwmwalleng com EGISTERED ELECTRICAL ENGINEERS In regards to the City of Carlsbad Review Plan Check No CB07 1921 Project address 2173 Salk Ave Suite 300 COMMENT 1 Provide cover letter with stamp and signature on what type of UPS unit will be installed and has been reviewed by Electrical Engineer Also provide UPS cut sheets/specifications RESPONSE 1 The UPS is a 30KVA 208/120V/3Phase 4Wire input 208/120V/3Phase 4Wire output with external (panelboard style) maintenance by pass as Manufactured by Liebert a subsidiary of Emerson Network Power Corporation I have reviewed the specifications attached and they conform to our design (A sketch of our Singlelme diagram has also been attached for reference ) Please do not hesitate to call our office if you have any questions or need to discuss any of these matter further Best Regards Michael Wall Engineering Inc Dave Aabram Senior Project Engineer 07/24/2007 14 54 FAX 2)002/002 Chavez-Grieves consultin j engineers Ine Structural Engm ring Project Management July 18 2007 Victor) Chavez ?E Member Board of Oirec ors David H Cneves ?E Chairman of the Board ChnsYoungblood PE President/PriiKpal George H Bradley lit PE Vice President/Principal Scott Heady PE Vice President/Pnncipal Charles W Stubbs PE Vice Presidcnt/PnmiDal Stat f Cannon Aus in Veum Robbins Partners 600 West Broadway Suite 200 San Diego CA92IO! To /horn it may concern We have completed an analysts of the existing design of the Ventana Real Lot 2 project at t e request of the project manager Additional loads were provided to us dated the week of July i 6 2007 to better describe the use of the space and a summary of our findings follows her I Lateral Rles added to the 3rd floor office 50 lateral files were added to the floor place near the intersection of grids 3 and B 6 Th< e files were reported to be 750 Ib ea This area was originally designed with a live load of 80 j sf because tt's use was not defined With the reduction of the live load to the SOpsf req ured by CBC 2001 the current design is found to be serviceable for the additional loads Iter i 2 Addition of transformers to the electrical room on the 3rd floor Approximately 2000lb of transformer assembly was added to the electrical room near gnc B and 3 6 The framing in this area has been found to be acceptable for supporting this loa< without modification and the composite deck system has been checked for transferring the oad from the transformer to the steel structure Iter i 3 Addition of mechanical units to the roof The mechanical plans that were presented the week of 7 16 07 are compatible with the assumptions made in the original design to account for such mechanical loading No units we e of greater weight than 450 Ib and all are attached to structural steel members The roof strt -ture was designed with wide flange members for this purpose If tf sre are any questions feel free to contact our office at 505-344-4080 The Engineering Firm i f Choice 4700 Lincoln So d N£ Albuquerque NM 87109 Phone SOS 344 4080 Fax 505 343 8759 « www eg engrs aim QfeO? 07/24/2007 14 54 FAI H001/002 AUSTIN V E U M R 0 B B INS PARTNERS TRaNSMITTAL Architecture Interior Design "lonnmg Engineering One America °laza 600 West Broadway Suite 200 Son Diego California 92101 3352 P 619 23! i960 F 619 23) 1920 DATE TO Iulv2l 2007 < il\ ol ( JiW \lln I ion FROM Na< \ ( tiition PROJE T run, KM ( PROJETNo 0608106 RE !'lan< h<(k# REMAi KS TRANSMITTED VIA (3 Fax No (760) 602 8558 PI U S Mai! Courier Q Rush O Regular Overnight Hand Deliver Pick Up _ Other Total number of pages included _2 PIOJM luioitn ilion I)RI\ \vc u Mud f \<>2008 11) ink \ou « \ union ioj<( \i in i ii^tn \ i urn file Co pool 2006 P , i \0608' RSCGDI V\06031 0&\ miilCtyOf I bodAA072107 i ,l f f d EXIST MSA 4000A4SOY/277V 3«-4W 65KAIC f- ' fi cut EXRKMN MSA-1 4000A 480Y/277V 3" 4W SINGLELINE DIAGRAM UJmr~* *E (n3 £- £2— i—CO O >? 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APN# Mailing Address City State Zip Code Plan File* Project Contact ^r Telephone # ) The following questions represent the facility s activities NOT the specific project description PART I FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION OCCUPANCY CLASSIFICATION Indicate by circling the item whether your business will use process or store any of the following hazardous materials If any of the items are circled applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal 1 Explosive or Blasting Agents 2 Compressed Gases 3 Flammable/Combustible Liquids 4 Flammable Solids 5 Organic Peroxides 6 Oxidizers 7 Pyrophoncs 8 Unstable Reactives 9 Water Reactives 10 Cryogenics 11 Highly Toxic or Toxic Materials 12 Radioactives 13 Corrosives 14 Other Health Hazards 15 None of These PART II SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD) If the answer to any of the questions is yes applicant must contact the County of San Diego Hazardous Materials Division 1255 Imperial Avenue 3 "floor San Diego CA92101 Call (619) 338 2222 prior to the issuance of a building permit FEES ARE REQUIRED Expected date of Occupancy / /D CalARP Exempt 1 2 3 4 5 6 YCG D LJ D U LJ D NU, xQ Is your business listed on the reverse side of this form' Jc3 Will your business dispose of Hazardous Substances or Medical Waste in any amount' J2T Will your business store or handle Hazardous Substances in quantities equal to or greater than <X0, Will your business use an existing or install an underground storage tank' J3/-WIII your business store or handle Regulated Substances (CalARP)' ^0 Will your business use or install a Hazardous Waste Tank System (Title 22 Article 10)' Date Initials D CalARP Required Date D CalARP Complete Date Initials PART III San Dieoo County Air Pollution Control District If the answer is yes to any of the following questions applicant must contact the Air Pollution Control District 9150 Chesapeake Drive San Diego CA 92123 Call (858) 650 4550 prior to the issuance of a building permit YES 1 D 2 D D D Will the subject facility install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories on the reverse side of this form' (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1 000 feet of the outer boundary of a school (K through 12) as listed in the current Directory of School and Community College Districts published by the San Diego County of Education and the current California Pnvate School Directory complied in accordance with the provisions of Education Code Section 33190' Does the building or structure for which this permit is requested contain any friable asbestos' XLJ Is there demolition involving the removal of a load supporting structural member' Briefly describe business activities Briefly describe proposed project I declare under penalty of perjury that to the best of my knowledg^ajid belief the resBfonses>rnade herein areJriJe7and correctf perjury th Name of owner or Ainhonzed Agent Signatuije/f Owner or Authorized Agent Date FOR OFFICAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION . BY DATE EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY HMMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY HMMD APCD RELEASED FOR OCCUPANCY COUNTY HMMD APCD Q171 /-ns/rm APR-12-2006 WED 07 12 All CITY OF CARSLBAD FAX NO 760 602 8558 P 02 Community Facilities District No 1 NON-RESIDENTIAL CERTIFICATE Non Residential Land Owner, please read this option carefully and be sure you thoroughly understand the options before signing The option you chose will affect your payment of the developed Special Tax assessed on your property This option is available only at the tome of the first building permit issuance Property owner signature is required before a building pentut will be issued Your signature is confirming the accuracy of all information shown 3T ^sfr* ^ 71* Name of Owner Telephone Address / C/(A$\)is £/4 l^^^tf City, State Zip Code Project Address Carlsbad, California City State T^i 00 9200 $ Zip Code Assessor a Parcel Number or APN and Lot Number if not yet subdivided by County Assessor Building Permit Numbers) As cited by Ordinance No NS- 155 and adopted by the City of Carlsbad California, the City is authorized to levy a Special Tax in Community Facilities District No I All non residential property upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX DEVELOPED PROPERTY for a period not to exceed twenty five (25) yean Please indicate youi choice by initialing the appropriate (me below OPTION (1) I elect to pay die SPECIAL TAX ONE TIME n&w as a one tune payment Amount of One Time Special Tax S foZ. Ol£" _ Owners Initial* OPTION (2) I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed /4wenty five, ~ (25) years Maximum Annual /jfipecial Tax t H,SfaY Owner a Imuala I DO HEREBY CERTIFY UNDER PENALTY OP PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER HP TUP fflmrnnr rnrwnTV AND THAT i UNDERSTAND AND WILT COMPLYW1TH THE PROVISIONS AS STATED ABOVE WA/i/l~-'vLrm~FT~ ! /C/ C/ Title Print Naiie Date The City of Carlsbad has nor independently verified the information shown above Therefore we accept no responsibility at (o the accuracy or completeness of this information Land Use FY Facto/ &ug. $*£ 1( G.1£b(, X Square Ft 8/ Tg> - G ftUG-28-2007 TUE 12 51 PM CITY OF CARSLBAD FAX NO 760 602 8558 P 03 <v COMMUNITY FACILITIES DISTRICT No. 1 NON RESIDENTIAL CERTIFICATE: NON RESIDENTIAL LAND OWNER PLEASE READ THIS OPTION CAREFULLY AND BE SURE YOU THOROUGHLY UNDERSTAND BEFORE SIGNING THE OPTION YOU CHOSE WILL AFFECT YOUR PAYMENT OF THE DEVELOPED SPECIAL TAX ASSESSED ON YOUR PROPERTY THIS OPTION IS AVAILABLE ONLY AT THE TIME OF THE FIRST BUILDING PERMIT ISSUANCE PROPERTY OWNER SIGNATURE is REQUIRED BEFORE SIGNING YOUR SIGNATURE is CONFIRMING THEACCURACY OF ALL INFORMATION SHOWN -SfvUW PkzA -11 All«1r»\ LLC NEWPORT NATIONAL 76O 6O74282* NAME OF OWNER ' 1525 FARAPAY AV STE 1OO ADDRESS CARLSBAD CA 92OO8 CITY STATE ZIP 212021 0200 TELEPHONE 2173SALKAV STE3OO PROJECT ADDRESS CARLSBAD, CA 92OO8 CITY STATE ZIP ASSESSOR PARCEU NUMBER(S) OR APN(s) AND LOT NUMBERS<S) IF NOT YET SUBDIVIDED BY COUNTY ASSESSOR CB07J921 ___ , BUILDING PERMIT NUMBER(S) As CFTED BY ORDINANCE No NS-155 AND ADOPTED BY THE CITY OF CARLSBAD CALIFORNIA THE CITY IS AUTHORIZED TO LEVY A SPECIAL TAX )N COMMUNITY FACILITIES DISTRICT NO 1 ALL NON-RESIDENTIAL PROPERTY UPON THE ISSUANCE OF A BUILDING PERMIT SHALL HAVE THE OPTION TO (1) PAY THE SPECIAL DEVELOPMENT TAX ONE TIME OR <2) ASSUME THE ANNUAL SPECIAL TAX - DEVELOPED PROPERTY FOR A PERIOD NOT TO EXCEED TWENTY FIVE (25) YEARS PLEASE INDICATE YOUR CHOICE BY INITIALIZING THE APPROPRIATE LINE BELOW i ELECT TO PAY THE SPECIAL DEVELOPMENT TAX ANNUALLY FOR A PERIOD NOT TO EXCEED TWENTY-FIVE (25) YEARS MAXIMUM ANNU OWNER s INITIALS ECIALTAX $5O 19 1 DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND > WILL COMPLY WITH THE PROVISION AS STATED ABOVE OF PROPERTY OWNER TITLE PRINT DATE THK CITY OF CARLJSBAO HAS NOT INDEPENDENTLY VERIFIED THE INFORMATION SHOWN ABOVE THEREFORE WE ACCEPT NO RESPONSIBILITY AS TO THE ACCLIRAC Y OR COMPLETENESS OF THIS INFORMATION LAND USE FY FACTORBUS PARK ORIGCBO6O317 O7S86 91 0133 X SQUARE FT 27 324- $363 4O NEWO7719 DIFF O133