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HomeMy WebLinkAbout2030 CORTE DEL NOGAL; ; CB044135; Permit01-18-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB044135 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant HENDY & ASSOC 4770 CAMPUS DRIVE 92620 2030 CORTE DEL NOGAL CBAD Tl Sub Type 2130613200 Lot# $350,61000 Construction Type Reference # ADVANCED CALL PROCESSING 11,310 SF SHELL TOP OFFICE INDUST 0 NEW Status ISSUED Applied 11/12/2004 Entered By MDP Plan Approved 01/18/2005 Issued 01/18/2005 Inspect Area Plan Check# Owner CARLSBAD CORPORATE CENTER L P C/O RICHARD BOURSTON 5500 TRABUCORD #100 IRVINE CA 92620 Building Permit Add! Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,31964 Meter Size $0 00 Add'l Reel Water Con Fee $857 77 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $73 63 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL SO 00 Master Drainage Fee Sewer Fee SO 00 Redev Parking Fee SO 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 56,381 10 $000 $000 $000 $4,394 00 $000 S12500 S21000 $237 50 SO 00 $4,14864 SO 00 SO 00 $17,74728 Total Fees $17,747 28 Total Payments To Date $857 77 Balance Due $16,88951 BUILDING STORAGE ATTACHED 9808 01/18/05 0002 01 CGF° 02 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 CITV OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 FOR OFFICE USE ONLY- CMPLAN CHECK NC EST VAL PlanCk Deposit Validated By Pate / ( 02'Address (induce Bldg/Suite #)Business Name (at this address) CGR , 7? Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessors Parcel # Description of Wo'k Proposed Use BQ FT =t ot Stories if of Bedrooms 5= of Batnrooms . U CONTACT Name Address ity State/Zip ' Telephone*Fax* 3 APftiCANT Q Contractor/ .:j.':£l;.Agerij.fw,Cpr|tractor \ -^Iffy waer Address City State/Zip Teiephoie s 4. :„ iPROPERtSr OWNER""' Name Address City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires 3 permit to construct altei improve demolish or repair any structure prior tc its 'ssuance, slso requires the applicant for such perm.! to file a signed statement tha; 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 exerpp' therefrom and the basis for the aliegeo exemption Any violation of Section 7031 5 by any app! rant fnr a permit subjects the applicant top civil penalty of not more than five 'i1 'ndred dollars [$500]).—^. State License # StateMio City Business License # Tefsphone <r Designer Name License # Adoress City State/Zip Te!ephone # 3.;^wdf(^R"sCOMPENSATION •':. 1, •' v.^i^i^::' ' • • ' -''W^ ' ^illlfflP^""" '"v^"-'''" ;• f*"' "^"" -I'- •' •':• —*"•" Works's Ccmpensation Declaration I hereby Effiirri undti penalty of perjury one of 'he fdiow ng declarations $& '. havs and will maintain a certificate of conssni iz seii-insure 'or v,'Crkers ccrrpefiSE'ion as pro-.'.ded oy Section 3700 of the Labor Code, for 'he pprfortnsnce of tne work for wnich this permit is issued D I nave and will maintain workers oorps-isaticn as 'squired b, Section CVOC -•' the la!:oi Cede for 'ne performance of the work for v\h,ch %s permit is issued My worker's compensation insurance ca. rie' c.nd asflc/n.inoer are >— ___ / / •—/^ / tosuranceCcmparfcrt^^OlS&jCS&gtuy, Policy \o _/*~_ .A/ ^O_^_^L_^JP^ Exp.:a*ion Date _(_~ ____„__ rP (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS TOR O,\'E HUNDRED DOLLARS [$100] OR LESS! Q CERTIFICATE OF EXEMPTION i certify thai ,ti t is performance or tnu woik for which this pSfTiit ,5 issjeci i sha!l not employ any person in any manner so as to become subject to the Workers Compensation ^aws of Ca! foci WARNING Failure t* sesure workers' compensatiorycoVe/agi ib unlawful, and snail i.ub;ect ai employer to criminal penalties and civil fines up to on? hundred thousand L dollars;$100,000), IP, additioVi to the cost of comdensstioo^/ajrages are provided for in Section 370b o; ths Labor Code, interest anc' attorney's ', V/^SIGNATURE iA^Xx^22.j^^__VLJ^ DATE/.",, p"- ««M^f*-1 I hereby affirm that I am exempt fiom the Contractors License; Law fcr 'he following reason n !, as owner or the property or my employees with wages as their sole compensation, will d ihe work and the struct!.•& s net irte.ided o;1 cTerea fcr sKie (Sec 7044 Business and Professions Code Thy Ccntracio's License Law d&es not apply tc an owne' c pronerty who bui'os or improves *hereon zr\ct who does such woik hirnse1! cr througn his own employees, provided thai such improvements ?.re not intenasd c," o"ereo for sale If hov^ever ine ouiloing or improvement is sc'd v.'ithin me y&ar c-f somcle'ion the owner bunder wiil have the burden of proving mat he chd ,iot oj;!d o, inprovs ror the pu.-pcae of sale) D ' as owner of the property arn exclusively contracting wth licensed contrsctcib to construct the pro;ect (Sec 7044, BjSiiiess and Proressions Code The Contractors License Law does not apply to an o*rer of property viho builaa cr imp'O -es therecn. and comrarts for such projects v;,*' conira;tor(s.i licensed pi rsuant to tne Co",i'actors Lccenso- Lav/) "3 I am exempt under Section BusineaS and P-ofeiiio-,1- Cooe ,0: this isasor 1 I personally plan *o provide the major labor and materials ior construction of ihc p. oposed p; ope; ,y improvement D "VES C] NO 2 ! (have/have not) signed an application fo' a bi.i dng oerniii for 'bf piopos&d work 3 I have contracted with the rollowing person (%-n) (o prov ds the pronosed co"i'5lru-;icn i' nc! do name ' addiess ' onone nun.ber / co-'tractois license number) 4 ! p;an to provide f-ortions or the wore, bu. I have hirec th3 fo'lo^'ing person to coordinate, s^carvise snd pro 122 -he nvjo' -.voit- (ircljle name / addross / phone number / 'Oniraciors licenss number! 5 i will provide some of the wo'k but i have corvracted (hired) the Following Cci «ci T to prc /me the work indicated (inciude namo / .jcidress / phone number' type o; work) PROPERTY OWNER SIGMA', URE DATE PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 Page 2 of 2 .. .Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration for or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley-Tanner Hazardous Substance Account AcP DYES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 D YES n NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site9 D YES n 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) LENDERS NAME LENDER'S ADDRESS. ^I certify that I have read the application and state that the above mformation is correct and that tne 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 piopertyfor 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 stories in height EXPIRATION Every permit issued by the building Official under the orovisions of this Code shall expire by limitation and become null and void if the build'ng 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 arier the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT SSIGNATU DATE City of Carlsbad Final Building Inspection Dept- Building Engineering Planning CMWD St Lite Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected^ Bv c^s-~^ Inspected Bv Inspected By Comments CB044135 ADVANCED CALL PROCESSING 1 1 ,31 0 SF SHELL TOP OFFICE 2030 CORTE DEL NOGAL DWANE Phone 7143351635 CA Water Dist CA I@J^ / °ate 3/5^- i^-^KZ*^ Inspected 1 <*v 1 Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 k- i^ir* Approved Approved Approved 03/22/2005 Tl INDUST . ' Disapproved Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 03/22/2005 Permit* CB044135 Title ADVANCED CALL PROCESSING Description 11,310 SF SHELL TOP OFFICE Type Tl Sub Type INDUS! Job Address 2030 CORTE DEL NOGAL Suite Lot 0 Location APPLICANT HENDY&ASSOC Owner CARLSBAD CORPORATE CENTER L P Remarks Inspector Assignment TP Phone 7143351635 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By DWANE Entered By CHRISTINE Act Comment Associated PCRs/CVs Inspection History Date 03/09/2005 03/09/2005 03/08/2005 03/07/2005 03/07/2005 02/24/2005 02/24/2005 02/23/2005 02/16/2005 02/11/2005 02/11/2005 02/11/2005 02/03/2005 02/03/2005 02/03/2005 01/31/2005 Description 34 39 34 34 39 34 44 14 17 14 16 34 14 24 34 14 Rough Electric Final Electrical Rough Electric Rough Electric Final Electrical Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Insulation Rough Electric Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Act PA we PA NR we AP AP AP AP AP AP AP AP AP AP PA Insp TP TP TP TP TP PY PY PY TP TP TP TP TP TP TP TP Comments MSB MTR SECT , TRANS , SUB PNLS NEW MSB SWITCH SECT T-BAR NEND N END UPPER 6FT SECT FULL HT WALLS City of Carlsbad Bldg Inspection Request For 03/22/2005 Permit# CB044135 Inspector Assignment TP 01/27/2005 14 Frame/Steel/Bolting/Welding CO TP TOP TRK N/PER PLAN 01/19/2005 21 Underground/Under Floor AP TP NEED C/O AT 2" LN 01/19/2005 22 Sewer/Water Service AP TP TIE IN EsGil Corporation In (Partnership with government for (Buiftfing Safety DATE 1/14/05 a APPLICANT U JURIS JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 04-4135 SET III PROJECT ADDRESS 2O30 Corte Del Nogal PROJECT NAME Advanced Call Processing - TI XI 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 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 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 Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS Applicant to hand carry the plans directly to the City of Carlsbad this does not assure a permit will be issued the city may have other corrections By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC LOG trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 ^ Fax (858) 560-1576 EsGil Corporation In Partners Hip witfi government for <BuiCcfing Safety a APPLICANT a PLAN REVIEWER Q FILE DATE 1/12/05 JURISDICTION City of Carlsbad PLAN CHECK NO 04-4135 SET II PROJECT ADDRESS 2030 Corte Del Nogal PROJECT NAME Advanced Call Processing - 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 applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person [X] The applicant's copy of the check list has been sent to H Hendy Associates 4770 Campus Dr Ste 100, Newport Beach, CA 92660 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Sherry Janssen Telephones 949-851-3080 Date contacted ///yk^(by*£6f Fax # 949-851-0807 Mail v Telephone S Fax v In Person REMARKS By Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures 1/5/05 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 *• Fax (858) 560-1576 City of Carlsbad O4-4135 1/12/05 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO 04-4135 PROJECT ADDRESS 2O3O Corte Del Nogal SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 1/5/05 1/12/05 REVIEWED BY 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 disabled access 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 or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in 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 A Please make all corrections on the original tracings and submit two new complete sets of prints to ESGIL CORPORATION B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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 on the plans Have changes been made not resulting from this list? Q Yes Q No City of Carlsbad 04-4135 1/12/O5 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 These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. The resubmitted electrical plans and Lighting compliance forms were not signed by the person responsible for their preparation I Please indicate the method of maintaining the trap seal at the floor sink adjacent to the water heater'? Not clearly indicated on the plans. II If showers are proposed, show or note compliance with the following requirements, per Section 1115B 6 2 Please revise the disabled accessible shower to show the enclosure door to provide the required strike edge clearance and not obstruct transfer to the stall seat. a) Compartments are either i) 42" in width between wall surfaces, and 48" minimum in depth (having an entrance opening > 42"), or, n) >60" in width between wall surfaces, and 30" minimum in depth (having a full opening width on the long side) As an alternate, showers 60" minimum in width may be 36" minimum in depth as long as the entrance opening width is a minimum of 36 inches b) Grab bars comply with Section 1115B 8 located i) On walls adjacent to and opposite the seat n) Mounted >33" but ^36" above the shower floor c) If a threshold or recessed drop is used, it shall be i) <&" in height City of Carlsbad O4-4135 1/12/O5 u) Be beveled or sloped ^5° from the horizontal d) Indicate a folding seat, located on the wall adjacent to the controls, 18" above the floor e) The soapdish shall be located on the control wall ^0" above the shower floor f) If a separate shower compartment is not provided, the shower is be i) Located in a corner, with L-shaped grab bars extending along two adjacent walls n) A folding seat adjacent to the shower controls is to be provided g) A flexible hand-held shower unit is required with i) A hose >60" long n) Head mounted 48" above finished floor NOTE Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism 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 EsGil Corporation In (Partnership witfi government for (Building Safety DATE 12/1/O4 OAPPI ICANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 04-4135 SET I PROJECT ADDRESS 2030 Corte Del Nogal PROJECT NAME Advanced Call Processing - TI I 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck [Xj The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I 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 H Hendy Associates 4770 Campus Dr, Newport Beach, CA ^^ (p& O Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted H JHej^dy-Associates . Telephone # 949-851-3080 Date contacted /£/2/e>/ (by^) T*rr< ^^ Fax # ?</f-£57- Mai(\/ Telephone ' Fax In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 11/16/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 City of Carlsbad O4-4135 12/1/04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O4-4135 OCCUPANCY B TYPE OF CONSTRUCTION VN ALLOWABLE FLOOR AREA SPRINKLERS'? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION 11/12/04 DATE INITIAL PLAN REVIEW COMPLETED 12/1/04 JURISDICTION City of Carlsbad USE Office ACTUAL AREA 11310sf STORIES 1 , HEIGHT OCCUPANT LOAD 112 DATE PLANS RECEIVED BY ESGIL CORPORATION 11/16/04 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 1997 UBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in 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 (or 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 O4-4135 12/1/04 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 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 for the new store front doors 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 2 Please clarify the exit corridor 141 Please revise the plans to show all portion of the corridor to rated construction Section 1004 3 4 3 Please revise the door schedule to show door type F to comply Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713 2 Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top Section 1004 34321 4 Please provide the listing and installation information for the UPS system 5 Please indicate on the plans the signage indicating optional stand-by service at the utility service and at the UPS per section 702 8 6 Please revise the plumbing plans to show the required clean-outs at the mop sink and break room sinks per section 707 and 719 of the UPC 7 Please indicate the method of maintaining the trap seal at the floor sink adjacent to the water heater'? City of Carlsbad O4-4135 12/1/O4 When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B 2 These requirements apply as follows a) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features 8 Show that accessible parking spaces comply with Section 1129B 4 1 as follows a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenger side of the vehicle b) When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space c) Each space is to be a minimum of 18' in depth Show, or note, that there is a level floor or landing on each side of all doors The floor or landing is to be ^2" lower than the doorway threshold, per Section 1133241 10 Please revise the detail to show that the doorways leading to sanitary facilities shall be identified, per Section 1115B 5, as follows a) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities at a height of 60". per Section 1117B 5 7 11 If showers are proposed, show or note compliance with the following requirements, per Section 1115B62 a) Compartments are either i) 42" in width between wall surfaces, and 48" minimum in depth (having an entrance opening > 42"), or, n) >60" in width between wall surfaces, and 30" minimum in depth (having a full opening width on the long side) As an alternate, showers 60" minimum in width may be 36" minimum in depth as long as the entrance opening width is a minimum of 36 inches b) Grab bars comply with Section 1115B 8 located i) On walls adjacent to and opposite the seat u) Mounted >33" but ^36" above the shower floor c) If a threshold or recessed drop is used, it shall be City of Carlsbad O4-4135 12/1/O4 i) 52/2" in height n) Be beveled or sloped ^5° from the horizontal d) Indicate a folding seat, located on the wall adiacent to the controls, 18" above the floor e) The soapdish shall be located on the control wall ^0" above the shower floor f) If a separate shower compartment is not provided, the shower is be i) Located in a corner, with L-shaped grab bars extending along two adjacent walls n) A folding seat adjacent to the shower controls is to be provided g) A flexible hand-held shower unit is required with i) A hose >60" long n) Head mounted 48" above finished floor NOTE Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism 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 a 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 City of Carlsbad O4-4135 12/1/04 VALUATION AND PLAN CHECK FEE PLAN CHECK NO 04-4135 DATE 12/1/04 JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 2O30 Corte Del Nogal BUILDING OCCUPANCY B TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 11310 cb Valuation Multiplier City Valuation By Ordinance Reg Mod VALUE ($) 350,610 350,610 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review I I Repetitive FeeRepeats 0 Complete Review D Other i—i Hourly Structural Only Hour Esgil Plan Review Fee $1,31964 $857 77 $739 00 Comments Sheet 1 of 1 macvalue doc PLANNINC/ENCINlERlNC APPROVALS PERMIT NUMBER CB_ ADDRESS DATE f f MW0 RESIDENTIAL / RESIDENTIALADDITfONWlNOR -> « $10.000.00) OTHER TENANT IMPROVEMENT PLAZA CAMINOREAC CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE,BUILDING PLANNER ENGINE! DATE DATE ft MY ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D ^-Estimate based on unconfirmed information from applicant ET Calculation based on building plancheck plan submittal Address O^>3 O G^( ^ £p£L k&f«J Bldg Permit No "3 'S Prepared by <o\N EDU CALCULATIONS- Tvpes of Use Types of Use APT CALCULATIONS. Tvpes of Use-5"**2" * Types of Use FEES REQUIRED. ^ Date l( IC^/pY Checked by List types and squarafootages for^aU uses ^ Sq Ft /Units Sq Ft /Units List types and squarejbotages for all uses ^^ c^ Sq Ft /Units Sq Ft /Units Date EDU's fy^0<2 EDU's ADT's /h 1 ADT's WITHIN CFD Q^YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)DNO FEE EE/UNIT PARK AREA & # X NO UNITS =$ 2 TRAFFIC IMPACT FEE ADT's/UNITS FEE/ADT =$ 0^ jptort / IRIDGE AND THOROUGHFARE FEE ADT's/UNITS :ACILITIES MANAGEMENT FEE •^ UNIT/SQ FT (DIST #1 X FEE/ADT ZONE DIST #2 X FEE/SOFT /UNIT DIST #3 =$ =$ V ' ) <r 5 SEWER FEE EDU's *{* 0<2 FEE/EDU BENEFIT AREA EDU's SEWER LATERAL ($2,500) DRAINAGE FEES PLDA_ ACRES X FEE/EDU HIGH. X FEE/AC IDS =$_ =$ /LOW =$_ 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F \FEE CALCULATION WORKSHEET doc 1 of 2 Rev 7/14/00 DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner _ APN - 32- Address Phone (760) 602- be/ ~f~lType of Project & Use Zoning f/frl General Plan CFD (in/out) #_Date of participation .Net Project Density.DU/AC r f Facilities Management Zone Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend: 13 Item Complete Q Item Incomplete - Jsleeds your action Environmental Review Required: YES NO /f TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval . Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES DATE TYPE OTHER RELATED CASES Compliance with conditions or approval9 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. If California Coastal Commission Authority Contact trtem at - 7575 Metropolitan Dnve, Suite 103, San Diego CA 92108-4402, (619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) Complete Coastal Permit Determination Log as needed 1) 2) DD 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, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE") Site Plan: H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 nan ODD DD nan nan ana D 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number. 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 setba Front Interior Side. Street Side Rear Structure separation 3 Lot Coverage 4 Height 5 Parking Spaces Required Required Required Required Reauired cks. Required Required Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments uudl . — g> OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst DATE Rev 9/01 Carlsbad Fire Department 044135 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report 12/01/2004 Fire Prevention (760) 602-4660 Building Plan Reviewed by Name Address H Hendy Associates 4770 Campus Dr Suite 100 \ <^ -«-^^— *^/uz City, State Newport Beach CA 92660 Plan Checker Job Name Advanced Call Job# 044135 Job Address 2030 Corte Del Nogal Bldg # CB044135 Ste or Bldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards 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 to this office for review and approval Review FD Job # 1st 2nd 3rd 044135 FDFile# Other Agpnny ID PitDJECT , H Hendy ACP BRANDOW & JOHNSTON ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 1660 W THIRD ST LOS ANGELES, CALIFORNIA 90017 TELEPHONE 484-8950 AREA CODE 213 04591 DATE 11/17/2004 M Fotch (FILE G \04\04591\ENG\[97UBC-MECHEQUIP-2xls]HP1 3) STRUCTURAL CALCULATIONS f FOR ROOF EQUIPMENT ACP Carlsbad Office Park, Building D 2030 - 2038 Corte del Nogal Carlsbad, California ©- PSOJECT , H Hendy ACP Unit Loads BRANDOW & JOHNSTON ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 1660 W THIRD ST LOS ANGELES, CALIFORNIA 90017 TELEPHONE 484-8950 AREA CODE 21 0^591 11/18/2004 M Fo!ch (FILE G \04\04591\ENG\[COVER xlsJRoof Loads) ROOF ROOFING PLYWOOD SHEATHING 28" TJL @ 48" o c Sprinklers CEILING &MISC 40 PSF 20 PSF PSF 2 2 PSF 1 0 PSF 28 PSF SUM 12 0 PSF TOTAL D L LL 12 0 PSF 20 0 PSF (Reducible) LOCATION BRANDOW & JOHNSTON ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 166O W THIRD ST LOS ANGELES CALIFORNIA 9OOI7 TELEPHONE 484 895O AREA CODE 213 SHEET NO ENGINEER — @_co-i \ CZAt, f cc, CO | PL - c 4 , v*o% -„ . - rs. ^ ~/U>~ /££> ... '^.T-:*.:* ~i>c i~' ._u...u PROJECT .Ac? FOR LOCATION ITEM ^ ^y^ LJ.1P 1*2 r- \/J x. ' BRANDOW & JOHNSTON ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 166O W THIRD ST LOS ANGELES CALIFORNIA 9OOI7 TELEPHONE 484 89SO AREA CODE 213 • — ** A&L0<^A-ZiL£' ^^1 c>4C, ~ /"3Z- (36^ s _^.c? XN . 1 _ \ 4iT » I I ' " * , 4'*S' 4 « HiJ SHEET NO JOB NO DATE 1 1 f ( / f& / & A~ ENCINEER ^J i I # U, ^ cr » sMl P = l!"•/} Z COy3 _j o Z, < S c> Q K CQ t ™ D O= tr 2 W ^ 71 ,—i, -3 >• "-1 - « m CD QTttttOOOOOO CMCOOOOOOOoooooooooooooooo aooooooo oooooo "i0) ( o: oooooooo O O O O ioooooooo 'oooooooo OOOOOOOO §0000000o o o o o o o oooooooo o oo o -in CN t^- o o U3 CO ^ O O ^ r- Lf3 O O i T- O O O O O I T- .S o o o o o > o o o oo o o o o co h- en o o ! N-a> o o o o , •*- O O O O O i T- CD CO CO O Om o o o o O O O O O % o o o o o I oO O O O O |0o o o o o i o CO CO CM O O C. Q. Q. C. 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O CJ O O OCO CO CO O OO O O 0 oo o o ; co co co o oSTfr •<* O O0 ° o oo o o o o oo o o 8888 Q. a.X a. CM O O O05 o o o tr E o:a: ooo CO O toCM T- ro wo oG- CM CN -* J^ b -^ 01 o> co to c § Q S. 4i 4= o oo o ^_ ^r tN CN F-"* r- O egg — S- <O CO iO en T- ay i ESS co •m UJ Q "E--0.0.0.0.0.0.0.0.=* 2 8 |§SSS5S S6PS + uj c|3 UJ Piauj w u x I.O 5 £ 'as z ™./J uj O '< _ 3 5 QHIo: -COOOOOOOOCJ>O O O O O O O O Qioooooooo oooooooo JOOOOOOOOoooooooooooooooo oooooooo i O O O O O O Ooooooooo 'oooooooooooooooo OOOOOOOO oooooooo t- n to o oT- co LO O Ouo r) en o o } CNI to r*- o oJ o o n o o O O T- o O o o o o o 00000 o o o o o O O O O O > o o o oo o o o o CO tO CM O O '888 •§§§ §o oo o'oooooooo |S8!' O O O O oooooooo oooooooo §88 000 o o oo o o Q.I Q i ~ o a.' II- Sfi Is- I I Xoo §o g g ga s (sd>>( y) jua §000o o o O CO CO CO X X X X SSS1 O CD O <N( r- *~ o04 x S ' rr: f e07 «D 03 O C5 i rlSclSSaS:" 5 o i 3 S 5 1 ro O .^ 4- ;.jj i~ 2 -1 g 5 UJ3 UI CO5 O "~UJCO rrj m < >- — to "-uh- CO O i— C3 O ~- T- ri /^ " «=ui o > u. -1 uiQ CO CO ACP Mech Anchoraae EQUIPMENT MARK EQUIPMENT INFO Total Weight 525 Ib x Length (L) 48 inch Width (B) 44 inch Area 1 4 7 sq Dist Load 39 4 psf H, 43 0 inch H2 60 inch H3 00 inch HCG 21 5 inch Note HC3 is assumed to be H,/2 unle SEISMIC LOADS Wp 577 5 Ibs ap 1 0 Na 10 Ca 044 BRANDOW & JOHNSTON CONSULTING STRUCTURAL ASSOCIATES ENGINEERS 20301 S W Birch Street, Newport Beach, California 92660 (949)476-831 9 Fax (949) 955-0794 HP5, HP6, HP9 110 = 5775 les les ft es es HCGies es ss specified Table 16-O Table 16-S Table 16-Q bja@bjase com A$t 04591 11;17'04 ENSINthR M Fetch (FILE G \04W591\ENG\I97UB ^ Length (L) or WidtWB}— ' — ' * C UECHEQUIP 2 xlsJHPI 3) 1 1 Mech Equip % ' R, Manuf Curb R2 1 1 RI Roof Platform / Curb °-i | — (E) Roof Framir = [apCalp(1+3X/hr)/Rp]*Wp 1 •\ Hi H2 I"' 9 1 0 30 16 feet 16 feet Table 16-K Table 16-O WIND LOADS Wind Speed 70 mph Exposure C 126 psf 16 feet 1 13 Table 16-G 1 40 Table 16-H 100 Table 16-K MAXFp MINFP USE FP= WORKING STRESS Fp = P = Area = 0 59 *WP = 1 76 *WP = 0 31 *WP = 0 42 *WD = 339 Ibs 10164 Ibs 17787 Ibs 339 Ibs 242 Ibs 'eCqlwqs = 19 9 psf 400 ft x 3 58 ft = 143333 sf Fw = 286 Ibs UseF =286 Ibs GOVERNS Number of anchor Points | MAX ANCHOR LOADS (AT TOP OF ROOF PLATFORM / CURB) VEQ= Fp/N PEQ= FPx(HCG+H2)/(NLxB) = PEQ + WP/N Long Side NL: Short Side Ns : Total N : so EQ = ( FP x (HCG+H2) - 9WP x B/2 ) / (NL x B) = 2 2 4 VEQ = PEQ = PD+EQ = P 9D EQ = SHORT DIR 71 Ibs 89 Ibs 234 Ibs -41 Ibs LONG DIR 71 Ibs 82 Ibs 226 Ibs -48 Ibs Horizontal Vertical Down No Uplift NOTE 1 Weight of Manufacturer's curb is included in total weight, Wp 2 When Wind governs, the 1 1 factor is not used in calculating the uplift force ACP LOCATON Mech Anchorage EQUIPMENT MARK EQUIPMENT INFO Total Weight 375 Ib x Length (L) 48 incr Width (B) 33 mcr Area 11 0 sq Dist Load 37 5 psf H, 37 0 inch H2 60 inch H3 00 inch HCG 185 inch Note HCG is assumed to be H,/2, unle SEISMIC LOADS Wp 41 2 5 Ibs ap 1 0 Na 10 Ca 044 IP 1 0 Rp 30 hx 16 feet hr 16 feet BRANDOW & JOHNSTON CONSULTING STRUCTURAL ASSOCIATES ENGINEERS 20301 S W Birch Street, Newport Beach, California 92660 (949)476-831 9 Fax (949) 955-0794 HP2, HP10 1 10 = 4125 es es ft es T es HCG j es es ss specified bja@bjase com i I Table 16-0 ^ Table 16-S Table 16-Q Fp = Table 16-K Fp = Table 16-O MAX Fp MINFP USE Fp= WORKING STRESS Fp = E.HFFT NO JOB NO 04591 11,1704 LNSINFHit M Fofch (FILE G '\04\0459r.ENG\l97UB „ Length (L) or Width(B) ra ^i"«L™^ • — • v 'p C MECHEQUIP 2 xls]HP1 3) A •\ Mech Equip & 'R, Manuf Curb Rj i 1 i RI Roof Platform / Curb R* | i 1 H, H2 !"3 M M — (E) Roof Framing apCalp(1+3*hx/hr)/Rp]*Wp 0 59 *WP = 242 Ibs 1 76 *WP = 726 !bs 031 *WP= 12705 Ibs 242 Ibs 042*WP= 173 Ibs WIND LOADS Wind Speed Qs hr Ce 70 mph Exposure C 126 psf 16 feet 1 13 Table 16-G 140 Table 16-H 100 Table 16-K P = Ce Cq lw qs Area = 4 00 ft x 3 08 ft = Use F = 199 psf 123333 sf 246 Ibs 245 Ibs GOVERNS Number of anchor Points Long Side NL = Short Side Ns = Total N = MAX ANCHOR LOADS (AT TOP OF ROOF PLATFORM / CURB) VEQ= Fp/N PEQ= FPx(HCG+H2)/(NLxB) PD+EQ= PEQ + WP/N = ( FP x (HCG+H2) - 9WpxB/2)/(NLxB) = VEQ = PEQ = PD+EQ = PSD-EQ = SHORT DIR 61 Ibs 91 Ibs 194 Ibs -2 Ibs LONG DIR 61 Ibs 63 Ibs 166 Ibs -30 Ibs Horizontal Vertical Down No Uplift NOTE 1 Weight of Manufacturer's curb is included in total weight, Wp 2 When Wind governs, the 1 1 factor is not used in calculating the uplift force "HtfciECT II ACP LCjCATKJN Mech Anchorage EQUIPMENT MARK EQUIPMENT INFO Total Weight 425 Ib x Length (L) 48 incr Width (B) 33 mcr Area 1 1 0 sq Dist Load 42 5 psf H, 41 0 mcr H2 60 inch H3 00 inch HCG 20 5 inch Note HCG is assumed to be H,/2 unle SEISMIC LOADS Wp 467 5 Ibs ap 1 0 Na 1 0 Ca 044 IP 1 0 Rp 30 hx 16 feet hr 16 feet WIND LOADS BRANDOW & JOHNSTON CONSULTING STRUCTURAL ASSOCIATES ENGINEERS 20301 S W Birch Street, Newport Beach, California 92660 (949)476-831 9 Fax (949) 955-0794 HP1, HP3, HP4, HP7, HP8, HP11, HP12 1 10 = 4675 es es ft es es HCG\ es es ss specified bja@bjase com L r 4 SHetT NO JOB NO 04591 BATE 11/17.-04 CNGMER M Fotch (FILE G \04\04591\ENG\I97UB Length (L) or Width(B) J-J • — • f 'p Mech Equip R1 Manuf Curb R2 RS Roof Platform / Curb R4 C MECHEQUIP-2 xls]HP1 3) i i t \ • i i HI H2 t Table 16-O O O O Table 16-S — (E) Roof Framing Table 1 6-Q Fp = [ ap Ca IP ( 1 +3*hx/hr) / Rp ] * Wp Table 16-K Fp = 0 59 *WP = 274 Ibs Table 16-O MAX Fp 1 76 *WP = 822 8 Ibs MINFP 031 *WP= 14399 Ibs USE Fp= 274 Ibs WORKING STRESS Fp = 0 42 *WP = 196 Ibs Wind Speed 70 mph Exposure C P=CeCqlwqs = 19 9 psf 126 16 1 13 140 100 psf feet Table 16-G Table 16-H Table 16-K Area = 4 00 ft x 3 42 ft = 13 6667 sf Fw = 272 Ibs Use F = 272 Ibs GOVERNS Number of anchor Points Long Side NL = Short Side Ns = Total N = [MAX ANCHOR LOADS (AT TOP OF ROOF PLATFORM / CURB) VEQ= Fp/N PEQ= FPx(HCG+H2)/(NLxB) PD+EQ= PEO + WP/N P so EQ = ( FP x (HCG+H2) - 9WP x B/2 ) / (NL x B) = VEQ = PEQ = PD+EQ = P 9D EQ = SHORT DIR 68 Ibs 109 Ibs 226 Ibs 4 Ibs LONG DIR 68 Ibs 75 Ibs 192 Ibs -30 Ibs Horizontal Vertical Down Uplift NOTE 1 Weight of Manufacturer's curb is included in total weight, Wp 2 When Wind governs, the 1 1 factor is not used in calculating the uplift force UOCA.TIOH BRANDOW & JOHNSTON ASSOCIATES CONSULTING STRUCTURAL ENGINEERS I66O W THIRD ST LOS ANGELES CALIFORNIA 9OO17 TELEPHONE 4S4 895O AREA CODE 213 SM"TNO XV,| ENGINEER :£ 5? I- H -^ > Om(f> OSo(f)31 a) 20«Pm z OOD , ij> ^1~n m X 3mTj^frjp -DOW > o ^.i 1 X,1 Ck S V•v •v •5 4 •fc ^j Lr d A - . 71^ 4:^ —^ ^ assi808 8^*% 5?ii§5c5g?wOfg yj ^ H > 2 z 2 co "?„ -Sm ? o1|§§IS E'^OO Q Of 1 I1