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Home My WebLink About1905 ASTON AVE; 100; CB990430; Permit04/23/1999 City of Carlsbad Commercialllndustrial Permit Permit No: CB990430 Building Inspection Request Line (760) 438-31 01 Job Address: 1905 ASTON AV CBAD St: B Permit Type: TI Sub Type: INDUST Parcel No: 2121201300 Lot # 0 Status: ISSUED Valuation: $596,752.00 Construction Type: VN Applied: 02/01/1999 Occupancy Group: 28 Reference #: Entered By: MDP Project Title: 3 E COMPANY Plan Approved: 04/14/1999 20,205 SF OFFICE Issued: 04/23/1999 Applicant: Owner: GROVER DONALD STE C 135 LIVERPOOL 760 436-4951 Inspect Area: PMENT L L C ~1~mmo0O101 02 CARDIFF CA 92007 C-PRWT 41684.4f Building Permit Add'l 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 $223.00 Add'l Renewal Fee $310.00 Other Buildina Fee $165.50 Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee $0.00 Master Drainage Fee: $0.00 Sewer Fee: $21,023.56 $0.00 TOTAL PERMIT FEES $43,186.00 I FINAL APPROVAL Clearance: I Inspector: Date: NOTICE Please take NOTICE that approval of your project includes the 'Imposilon' of fees, dedications, reselvations, or other exactions hereafter collectively referred to as "feesiexactans." You have 90 days from the date this wmil was issued to protest imposihn of these feeslexactwns. If you protest them. you must follow the pmtest procedures set forth in Government Code Section 6602!l(a), and filethe pmtest and any other required information with the City Manager for pracessing in accordance wilh Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that pmdure will bar any subsequent legal action to attack, review, set aside, void. oi annul their imwsilon. You are hereby FURTHER NOTlFlEDthat your $ht to protest the specifiidfeeslexdns DOES NOT APPLY to water and sewerwnnectiar fees andcapaetiy changes, nor planning, wning, grading or other similar applicafwn pmssing or Service fees in mnnection with this project NOR DOES IT APPLY to any feeslexactions of which YOU have previously been uiven a NOTICE similar to this, or as to which the statute of limitations has previously othewise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-11 61 FOR OFFICE USE ONLY PLAN CHECK NO. 49 - '1Xa EST. VAL. Plan Ck. Deposit Validated By Date I Address (include BldgISuite #I Legal Description Lot No. Unit No. Phase No. Total #of units Subdivision NamelNUmber Existing Use Proposed Use ASSBSSO~S Parcel X Descriotion of Work SCI. FT. #of Stories #of Bedrooms Business Name (at this address) 3E 1905 A5TON Alre' 4UtTF t3 ~0.~63 rnh? WI M 0Lr 212- lZ0-13 N€td SHG4.L 6 0 ILDIL36 0F-W / 4- # of Bathrooms IS=. 7031.5 Business and Professions Code: Any City or County which requires a permit to Construct, alter, improve, demolish or repair any structure. prior to its issumce, 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 PmfeeSions Codel or that he is exempt therefrom. and the basis for the alleged exemption. Any violation of S ctio 7031.5 by any applicant or a permit subjects the pplicant to a civil penalty Of not more than five hundred dol rs 1$50011. Name Address ' City StatslZip Telephone X n act" Int d? 7 N!& ,&,I% A 5D. /AL~ %/a/ [bl,f!fl7-/78/ 0 .* BYCOP (& State License # 92 0 3 License Class A city Business License x 453y46 Designer Name Address City StatslZip Telephone State License X ~~~~~~~~~ Compensation Oeciaratio 0 of the work far which this permit is issued. 0 issued. My worker's compensation insurance Carrier and policy number are: Insurmce Company Policy No. Expiration Date [THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IIlOOl OR LESS) 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 10 the Workers' Compensation Laws Of California. WARNING: Failure to secure worked eompensatlon coverage is unlawful. and shall subject an smplaym to china1 pananis. and civil fines up to one hundred thousand dollars l$100.000~, In addition to the cost of COmPensatlOn. damag- as provided for in Section 3706 of the Labor code. interm and attorney's fees. I have and will maintain a certificate Of consent to Self-inJUre for workers' Compensation as provided by Section 3700 of the Labor Code. for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code. for the performance Of the work for which this permit is SIGNATURE DATE I hsrebv affirm that I am emmm from the Contractor's License Law for the following reason: ~~~~u~~~~c~~ I. as owner of the property or my employees with wager as their sole compensation, will do the work and the StrUCtVre is not intended or offered for sale [Sec. 7044. Business and Professions Code: The Contra~toi'~ 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 empIoyee6, provided that such impiovemsnts 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 PY~POSB of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to Construct the projem ISec. 7044, Burinere and Professions Code: The Contramor's License Law does not apply to an owner Of property who builds or improws themon. and Contracts for such projects with contractorls) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. I am exempt under Section I personally plan to provide the major labor and materials for constwtion of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted With the following person Ifirml 10 provide the proposed construction (include name I address I phone number I Contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work linclude name I address I phone I will provide Some Of the work, but I have contracted [hired) the following persons to provide the work indicated (include name I address I phone numbar I type Business and Professions Code for this mason: PROPERTY OWNER SIGNATURE DATE ~lN~p~jl&l)~ . ..... W*; ~~-~~~~~~~~~R~~~~ 1s the applicant or future building occupant required to submit a business plan. acutely hazaidms materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Prerley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the Omnr boundary of B school rite? YES 0 NO 0 YES 0 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 4NO 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 ISec. 3097lil Civil Codel. LENDERS 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 811 City ordinances and State laws relating 10 building Construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purpose^. I ALSO AGREE TO SAVE. INDEMNIFY AN0 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA. An OSHA permit is required fo EXPIRATION: Every permit issued work authorized by such permit is or abandoned at any time after t APPLICANT'S SIGNATURE DATE 2- /-?? demolition or ConStrUCtion of structures over 3 stories in height. revisions of this Code shall expire by limitation and become null and void if the building or om the date of such permit or if the building or work authorized by such permit is suspended 180 days (Section 106.4.4 Uniform Building Code). WHITE: Fila YELLOW Applicant PINK: Finance clplorc~~sba~~ Final Building lnsuection Dept: Building Engineering Planning CMWD Plan Check#: Permit #: CB990430 Pmjecl Name: 3 E COMPANY 20,205 SF OFFICE Address: 1905 ASTON AV #B Contact Person: CHUCK Phone: 6193411025 St Lite Firs Date: Permit Type: Sub Type: Lot: 0 7/14/99 TI INDUST Sewer Dist: CA Water Did: CA Inspected Date By: Inspected: Approved: - Disapproved: __ Inspected Date By: Inspected: Approved: __ Disapproved: __ Inspected Date By: Inspected: Approved: - Disapproved: __ Comments: .......................................................................................................................................................... ........................................................................................................................................................... ' City of Carlsbad Bldg Inspection Request For: 1 /I 4/2000 Permit# CB990430 Title: 3 E COMPANY Description: 20,205 SF OFFICE Type: TI Sub Type: INDUST Job Address: 1905 ASTON AV Suite: B Lot 0 Location: APPLICANT GROVER DONALD Owner: E G L L DEVELOPMENT L L C Remarks: PLANS AT RECEPTION COUNTER Inspector Assignment: TP Phone: 6193411025 Total Time: Requested By: CHUCK CD Description Act Comments Entered By: CHRISTINE 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Date 1/3/2000 7/14/1999 7/6/1999 6/22/1999 6/16/1999 6/1 1/1999 6/4/1999 6/2/1999 5/25/1999 5/25/1999 5/25/1999 5/25/1999 5/25/1999 5/20/1999 5/19/1999 5/11/1999 InsDection History Description Act lnsp Comments 89 Final Combo 89 Final Combo 39 Final Electrical 39 Final Electrical 84 Rough Combo 84 Rough Combo 17 Interior Lath/Drywall 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/ldlng 17 Interior LaWDrywall 24 RoughtTopout 34 Rough Electric 44 Rough/DucWDampers 84 Rough Combo 84 Rough Combo 21 Underground/Under Floor co co AP NR AP AP AP AP AP AP AP AP AP PA PA co TP DH DH DH DH DH DH DH DH DH DH DH DH DH DH DH SEE NOTICE SEE CORRECTION NOTICE METER RELEASE AS "6 DOWNSTAIRS T-GRID OK UPSTAIRS CEILING DOWN STAIRS WALLS UPSTAIRS ONLY COMPLETE WALLS NOTED ON PLANS LOCATION MARKED ON PLAN ADD C/O City of Carlsbad Inspection Request For 1/3/2000 Permit# CB990430 Title: 3 E COMPANY Description: 20,205 SF OFFICE Type: TI SubType: INDUST Job Address: 1905 ASTON AV Suite: B Lot 0 Location: APPLICANT GROVER DONALD Owner: E G L L DEVELOPMENT L L C Remarks: Inspector Assignment: DH Phone: 6193411025 Inspector: 4 Total Time: Requested By: CHUCK CD Description Act Comments Entered By: CHRISTINE 19 Final Structural LEA-+- 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs lnsoection History Date Description Act lnsp Comments 7/14/1999 89 Final Combo CO DH SEE CORRECTION NOTICE 7/6/1999 39 Final Electrical AP DH METER RELEASE AS "8" 6/22/1999 39 Final Electrical NR DH 6/16/1999 84 Rough Combo AP DH DOWNSTAIRS T-GRID OK 6/11/1999 84 Rough Combo AP DH UPSTAIRS CEILING 6/4/1999 17 Interior LathIDrywall AP DH 6/2/1999 17 Interior Lath/Drywall AP DH DOWNSTAIRS 5/25/1999 14 Frame/Steel/BollingMlding AP DH WALLS 5/25/1999 17 Interior Lalh/Drywall AP DH UPSTAIRSONLY 5/25/1999 24 Roughmopout AP DH COMPLETE 5/25/1999 34 Rough Electric AP DH WALLS 5/25/1999 44 Rough/DucWDampers AP DH 5/20/1999 84 Rough Combo PA DH NOTEDONPLANS 5/19/1999 84 Rough Combo PA DH LOCATION MARKED ON PLAN 5/11/1999 21 UndergroundIUnder Floor CO DH ADDC/O c CITY OF CARLSBAD I E (760) 438-3550 BUILDING DEPARTMENT ’ 2075 LAS PALMAS DRIVE DATE ,/&4&r TIME LOCATION /e# Tfi/-ci,J PERMITNO. # FOR INSPECTION CALL (760) 438-31 01. RE-INSPECTION FEE DUE? 0 YES FOR FURTHER INFORMATION, CONTACT + a- -//&/I I,‘‘riLJ!’ PHONE @ CODE ENFORCEMENT OFFICER ' City of Carlsbad Inspection Request For 711 4/99 Permit# CB990430 Title: 3 E COMPANY Description: 20,205 SF OFFICE Type: TI Sub Type: INDUST Job Address: 1905 ASTON AV Suite: B Lot 0 Location: APPLICANT GROVER DONALD Owner: E G L L DEVELOPMENT L L C Remarks: Inspector Assignment: DH Phone: 6193411025 Inspector: At Total Time: Requested By: CHUCK CD Description Act Comments Entered By: BARBARA 19 Final Structural - 29 Final Plumbing 39 Final Electrical - 49 Final Mechanical Inspection History Date Description Act lnsp Comments 7/6/99 39 Final Electrical AP DH METER RELEASE AS "B" 6/22/99 39 Final Electrical NR DH 6/16/99 84 Rough Combo AP DH DOWNSTAIRS T-GRID OK 6/11/99 84Rough Combo AP DH UPSTAIRS CEILING 6/4/99 17 Interior LathlDrywall AP DH 6/2/99 17 Interior LathlDrywall AP DH DOWNSTAIRS 5/25/99 17 interior Lath/Drywall AP OH UPSTAIRSONLY 5/25/99 24 Roughflopout AP DH COMPLETE 5/25/99 34 Rough Electric AP DH WALLS 5/25/99 44 Rough/Duck/Dampers AP DH 5/19/99 84 Rough Combo PA DH LOCATION MARKED ON PLAN 5/20/99 84 Rough Combo PA DH NOTEDONPLANS 5/11/99 21 Underground/Under Floor CO DH ADDC/O 5/25/99 14 FramelSteellBoltingMIding AP DH WALLS t 1 1 i FOR INSPECTION CALL (760) 438-3101. YES ! FOR FURTHER INFORMATION, CONTACT @ BUILDING INSPECTOR WOE ENFORCEMENT OFFICER - EsGil - Corporation Zn TurrrtnersKip witK Govcrnmcnt for !BuiHing Sufcty DATE: 4/8/99 JURI SDl CTl ON : Carlsbad PLAN CHECK NO.: 99-430 0 APPLICANT Q PLAN REVIEWER Q FILE SET: I11 PROJECT ADDRESS: 1905 Aston Ave., Suite 'B' PROJECT NAME: 3E Company TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. c) The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant's copy of the check list has been sent to: Corporation until corrected plans are submitted for recheck. contact person. 0 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: Don Grover Date contacted: 4/8/99 (by: CM) Fax #: Telephone #: in person Mail Telephone Fax In Person 0 REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC walk in tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 - - EsGil Corporation In Tnmurship wit6 ~wcrnmcnt for BuiGfiy Snfiy DATE: 3/26/99 J URl SDl CTl ON: Carlsbad 0 FILE PLAN CHECK NO.: 99-430 SET: I1 PROJECT ADDRESS: 1905 Aston Ave., Suite 'B' PROJECT NAME: 3E Company TI 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. The applicant's copy of the check list has been sent to: Donald Grover, Architect 135 Liverpool, Suite 'C, Encinitas, CA 92007 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant (except by mail) that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA 0 MB W EJ 0 PC 311 8/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 99-430 3/26/99 NOTE: The items listed below refer to the items from the previous list. These remaining items have not been adequately addressed. The notes in bold at the end of each item is to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial 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 calculationsheports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad. CA 92009, (760) 438-1 161. 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, (619) 560-1468. Deliver all remaining sets of plans and calculationsheports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. I have not received confirmation that the city will accept the exiting based on the 1997 UBC Provide construction details and design to show: Method of providing lateral support for the top of the free standing walls shown in details 5/D-4 and 6/D-4. Design calculations for the partial height walls must be signed and sealed by a licensed engineer or architect. The design of the partition support requires the footing to be 18” wide and 2.185 ft deep. Detail 7lD-4 does not reflect this. Specify in detail 71D-4 the spacing of the column footing used to support the freestanding walls. Also reference detail 71D-4 to details 5 & 61D-4. Provide an exit analysis plan (may be 8 112” x 11“ or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows) & accumulated occupant loads. The exit analysis was not included. The exit analysis must indicate the code used and the code sections to justify exiting through halls rather than corridors. NOTE: Plans that are submitted directly to EsGil Corporation only 2. 4. 6. Carlsbad 99-430 3/26/99 7. Show on the electrical plans emergency exit lighting with at least one foot candle at floor level. Section 1012.1. Also show the exit signs. Note that the emergency lighting and exit signs must have two separate sources of power. The response was to see the electrical plans. I could not find the emergency lighting or exit signs on the electrical plans. Also, there was nothing indicating what the second source of power is for the emergency lighting and exit signs. Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 1005.1. Clearly delineate the exit corridors on the plans and the path of travel to the exits. I have not received confirmation from the city that they will accept the '97 UBC for exiting. If they have accepted the '97 UBC only one of the two required exits may pass through an adjacent room. It appears that the stairway leading to the main lobby must be enclosed within a I HR enclosure at both floor levels. Provide structural details and design calculations for the elevated floor system. The design of the elevated floor must be stamped and signed by a licensed engineer or architect. The design must include a vertical analysis as well as lateral analysis. Detail on the plans the framing of the elevated floor. The lateral support for the floor assumes Redi-Mastic will resist the overturning. This is not acceptable unless you can provide an ICBO approval for the mastic system used to resist lateral loads. 8. 13. CITY OF CARLSBAD SUPPLEMENT 14. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). Provide design calc's for the screening shown on sheet A-10. What is the spacing of the screening supports? How do you intend to maintain the moisture barrier at the roof if the screening is lag screwed into the roofing material as shown on A-IO? PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1994 UNIFORM PLUMBING CODE) 1. The water supply piping is undersized for the fixture units shown. Complete the isometrics showing all pipe sizing. Note: Sizes that are presently shown are undersized. Provide a fixture schedule for &I (including water closets, water heater, shower faucets) of the Carlsbad 99-430 3/26/ 99 7. 8. 12. 15. 17. 21. 24. plumbing fixtures. It is still not clear whether the water closets are flush valve or tank type: If flush valve style, water line sizing is too small, however, the water calculations are for the flush valve style. If tank type of fixture is specified, water sizing is adequate. Show the water heater size, type, and location on the plans. UPC, Section 501 .O The water heater is shown on the floorplans above an office and is not shown on the referenced detail. Detail required ladder access to water heaters more than 8 feet above the floor. UPC section 51 1.2 See above. Detail the required shower pan, showing the shower pan up the walls and over the threshold or curb at entry to the shower stall. Show shower drain 48 inches from entry or door into showers, for wheel chair access, or detail curbs at entry to the shower stall. UPC Section 410.3 Be sure to include the 2” depression in the slab (Note on P-2) necessary for the shower enclosure. How is the 2” minimum ( height) distance from the shower drain to the threshold maintained? MECHANICAL (1994 UNIFORM MECHANICAL CODE) The fire rated corridors are not to be used to convey air to or from rooms. UMC 601 .I .I Pending resolution of structural plan check, “hall” VS “corridors”. Provide smoke detection in supply air duct of ‘air-moving system’ for required shut-off for smoke control as per UMC, Section 608. This is required for almost all HVAC units. An “Air-moving system (see definition in UMC 203) is a system designed to provide heating, cooling, or ventilation in which one air-handling units are used to suppry air to a common space or to draw air from a common plenum or space.” more ENERGY CONSERVATION Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). Controls are mandatory. The corrected, completed and signed PERF-I, ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (619) 560-1468. To Carlsbad 99-430 3/26/99 speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. , - EsGi I Corporation ~ 1n !t'artnersfiip with Government for %ui(ding Safety DATE: 2/9/99 JURISDICTION: Carlsbad 0 APPLICANT 0 *E"IEWER ~~ 0 FILE PLAN CHECK NO.: 99-430 SET: I PROJECT ADDRESS: 1905 Aston Ave., Suite 'B' PROJECT NAME: 3E Company TI 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes with the jurisdiction's building codes. when minor deficiencies identified below are resolved and checked by building department staff. 0 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. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant's copy of the check list has been sent to: contact person. Donald Grover, Architect 135 Liverpool, Suite IC', Encinitas, CA 92007 Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant (except by mail) that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Mail Telephone Fax InPenon [7 REMARKS: By: Chuck Mendenhall Esgil Corporation 0 GA MB EJ PC 2/2/99 Fax #: Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + SanDiego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 99-430 2/9/99 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS OCCUPANCY: B USE: Office TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: 64,000 ACTUAL AREA: 22,165 TI Only STORIES: two HE I G HT: SPRINKLERS?: yes OCCUPANT LOAD: 249 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 2/2/99 DATE INITIAL PLAN REVIEW COMPLETED: 2/9/99 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY PLAN REVIEWER: Chuck Mendenhall 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 1994 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, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To weed up the recheck process. Dlease note on this list (or a copy) where each correction item has been addressed, Le.. plan sheet number, specification section, etc. Be sure to enclose the marked UD list when you submit the revised plans. LIST NO, 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (lss4UBC) t1fom.dot Carlsbad 99-430 2/9/99 1. 2. 3. 4. 5. 6. 7. a. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciailindustrial 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 calculationsheports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 161. 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 calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1 468. Deliver all remaining sets of plans and calculationsheports 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. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 : Windows C, K & L within 18 of the walking surface. See sheet D-2 of the plans. Provide construction details and design to show: Method of providing lateral support for the top of the free standing walls shown in details 5lD-4 and 6/D-4. Provide notes andlor details to show that the wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 807. The painted gyp board is not considered sufficient. Provide an exit analysis plan (may be 8 1/2” x 11” or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows) & accumulated occupant loads. Show on the electrical plans emergency exit lighting with at least one foot candle at floor level. Section 1012.1. Also show the exit signs. Note that the emergency lighting and exit signs must have two separate sources of power. Corridors must provide continuous protection to the exterior of the building Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered Carlsbad 99-430 2/9/99 intervening rooms. Section 1005.1. Clearly delineate the exit corridors on the plans and the path of travel to the exits. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. 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 1005.8.1. Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 1005.7. Provide structural details and design calculations for the elevated floor system 9. IO. 11. 12. 13. CITY OF CARLSBAD SUPPLEMENT 14. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. 15. 16. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 101.17.1 1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: (1) thereof, which are used by the general public. (2) employees in such accommodations or facilities. Any building, structure, facility, complex, or improved area, or portions Any sanitary facilities which are made available for the public, clients, or Carlsbad 99-430 2/9/99 1. 2. 3. 4. 5. 0 PEDESTRIAN RAMPS Show or note that ramp access to the elevated platform area surfaces will be slip resistant. Ramps shall have a minimum width of 48 inches, per Section 1007.2.2a. Revise plans to show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1007.5a. Revise to show or note that handrails meet the following requirements, per Section 1007.5a: a) Are continuous. b) c) d) Are to be located 234 but S38' above the ramp surface. Extend 212" beyond both the top and bottom landings. Ends are to be returned. COUNTERS AND TABLES The tops of counters shall be 28 to 34 from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36 long and no more than 28 to 34 high. Section 11228.4, This applies to the entrance lobby counter. See BIA-10 + ELECTRICAL PLAN REVIEW + 1993NEC + PLAN REVIEWER: MORTEZA BEHESHTI 1, Show the available fault current ( Isc ) at the equipment where Isc exceeds 10,000 amps. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. Show the building disconnecting means. NEC 225-8(b). Indicate main service size (amperage rating). Show on the plan the location of the service. NEC 110-16, 230-2. Show the location of all panels, load centers and switchboards. NEC 110- 2. 3. 4. 5. 6. 16,240-24,300-21. . 7. 8. 9. 10. 11. Carlsbad 99-430 219 f 99 Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210-8(b)2 & 210-63 Provide GFI protected receptacle(s) in the bathrooms, NEC 210-8 Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power ( battery or generator). UBC 101 3.4 and NEC 700-1 6. Provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). UBC 101 2.2 8. NEC 700-1 6. Provide a light fixture schedule. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER Eric Jensen 1. 2. 3. 4. 5. 6. 7. PLUMBING (1994 UNIFORM PLUMBING CODE) Correct the water line sizing calculations to show the maximum velocities of 8 feet per second as per the Uniform Plumbina Code Installation Standard “3 for copper tubing. The water supply piping is undersized for the fixture units shown. Complete the isometrics showing all pipe sizing. Note: Sizes that are presently shown are undersized. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 (If applicable) Provide drain, waste and vent plans. Include all pipe sizing on the isometric. Pipe sizing shown is undersized at the water closet branch. Provide calculations to show compliance with UBC, Appendix 29, (Minimum Plumbing Facilities) as per the City of Carlsbad. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 Show the water heater size, type, and location on the plans. UPC, Section 501.0 Carlsbad 99-430 2/9/99 8 : 9. IO. 11. 12. 13. 14. 15. 16. 17. 18. Detail required ladder access to water heaters more than 8 feet above the floor. UPC section 51 1.2 Provide combustion air for fuel burning water heaters as described in accordance with the Uniform Plumbing Code, Section 507.0 Detail the water heater flue (vent) terminations as per UPC, Section 517.0. (A minimum of 8 feet from a vertical surface (wall) or above the top of the wall.)' New or relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards, established by the American National Standards Institute Standard AI 12.1 9.2, H & S Code, Section 17921.3(b). Detail the required shower pan, showing the shower pan up the walls and over the threshold or curb at entry to the shower stall. Show shower drain 48 inches from entry or door into showers, for wheel chair access, or detail curbs at entry to the shower stall. UPC Section 410.3 Showers and tub-shower combinations, control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 MECHANICAL (1994 UNIFORM MECHANICAL CODE) Detail the required roof access ladder to roof mounted HVAC equipment. UMC 321.8 The fire rated corridors are not to be used to convey air to or from rooms. UMC 601.1.1 Detail the disposal sites of the overflow (secondary) condensate drainage from the air conditioning units. UMC 310 (Both rooftop and fan coil units) Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608. This is required for almost all HVAC units. An "Air-moving system (see definition in UMC 203) is a system designed to provide heating, cooling, or ventilation in which one g more air-handling units are used to supply air to a common space or to draw air from a common plenum or space." On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Carlsbad 99-430 2/9/99 19. 20. 21. 22. 23. 24. Note: a) Clearly show that all material exposed within the plenum complies with UMC Section 604.2. “Materials shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of UMC Standard No. Combustibles within the plenum space must comply with UMC Section 601.3. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. A combustion products vent, vent connector, chimney, or chimney connector shall not extend into or through an air duct or plenum. UMC, Section 804.1. Exhaust ducts under positive pressure shall not extend into or pass through ducts or plenums. Reroute exhaust fan ducts so they are not in the plenum space. UMC Section 601.2. 6-1 .’I b) c) d) ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. The LTG design is missing. (PERF design) On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). Show bi-level lighting controls as per Title 24, Part 6, Section 131(b). Detail required exterior lighting controls. “Exterior lighting controlled from a lighting panel within the building shall be controlled by a directional photocell or astronomical time switch that automatically turns off exterior lighting when daylight is available.” The corrected, completed and signed PERF-I, ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 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. Carlsbad 99-430 2/9/99 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 99-430 2/9/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-430 PREPARED BY: Chuck Mendenhall DATE: 2/9/99 BUILDING ADDRESS: 1905 Aston Ave., Suite 'B' BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN I I I I TOTALVALUE I 1596,752 0 199 Bldg. Permit Fee by ordinance: $ 2309.65 0 199 UBC Plan Check Fee Plan Check Fee by ordinance: $ 1501.27 Type of Review: 0 Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable UBC Building Permit Fee 0 Other: Esgil Plan Review Fee: $ 1201.01 Comments: Sheet 1 of 1 rnacvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 99 - yza DATE 3/( 7/74 .- - ADDRESS /?OS su&-e .R RESIDENTIAL / TENANTIMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMIN0 REAL (e $10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENCINEE e, DATE 3,/[ 7/77 , -$/ WITHIN CFD: YES (no bridge & thoroughfare fee in District X1, reduced Traffic Impact Feel 0 NO ? REV 7/13/98 EIWCSMISFORYSYEE CUCUUTlON WORKSMEET ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET hate based on unconfirmed information from applicant. 7 Calculation based on building plancheck plan submittal. Address: 190s & k, &de R Bldg. Permit No. Cfi $9 Y30 Prepared by: Date: 3//?/q$ Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. EDU's: 7./7 4 6iJu7Jj &c--h) Sq. FtJUnits: Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square fgotages for all uses. ~ ~~ Sq. Ft./Units: ADT's: 70 2 Types of Use: Sq. Ft./Units: ADT's: Pl. PARK-IN-LIEU FEE PARK AREA & #: FEEIUNIT: X NO. UNITS: 2. TRAFFIC IMPACT FEE ADT'sL!JWR3 a3 X FEE/wA2 =$ &6b / P A' SEWER FEE $k3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 - DIST. X2 - DIST. X3 __ ADT'sIUNITS X FEE/ADT: =$ ,8+ 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEEISQ.FT./UNIT: =$ ,d EDU's: 7./f x FEEIEDU:= =$ 13 3.30a EDU's: 7. IT X FEEIEDU: / 07 0 =$ 7G93.40 PERMIT No. BENEFIT AREA F DRAINAGE BASIN: 6. SEWER LATERAL IS2.500) =$ rpf 7. DRAINAGE FEES PLDA HIGH ROW ACRES: X FEEIAC: TOTAL OF ABOVE FEES*: $ *NO= This calculation sheet is ma complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. . rCY (For non-residential development: Type of land used created by this permit: ) APN: 212- 120- 13 ccc mmm Item Incomplete - Needs your action Ebb Leaend: [XI Item Complete Environmental Review Required: YES - NO \n TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 0 Discretionary Action Required: YES - NO 1 TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: @ 0 0 Coastal Zone AssessmentlCompliance Project site located in Coastal Zone? CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 31 11 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. YES - NO% ' Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. 0 lnclusionary Housing Fee required: YES - NOk- [Effective date of lnclusionary Housing Ordinance - May 21, 1993.1 Data Entry Completed? YES - NO - IAIPIDs. Activny Maintehance, enter CBI, toolbar. Screens. Housing Fees, Construct Housing YIN. Enter Fee. UPDATE!I Site Plan: wn 0 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. E 0 2. Provide legal description of property and assessor‘s parcel number. Zoning: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown 0 1. Setbfi Front: 2. Accessory structure setbacp Front: Req ‘ ed Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 0 3. Lot Coverage: Required Shown $ 0 4. Height: w/h Required Shown @ 0 Spaces Required \32- Guest Spaces Required 13 nrm”&hn&n Additional Comments T3-0DU4-f. Id& lJi& h eu!! letrcl (e\. I‘ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER % DATE ‘f-12-54 1‘ TENANT FWROOR 17.997 S F 1 OmCE 14.293 J F 2560 Orion Way Carlsbad. CA 92008 Fire Prevention (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 04/23/1999 Reviewed by: Name: DONALD GROVER Address: City, State: CARDIFF CA 92007 135 LIVERPOOL DR STE C Job #: 990111 Plan Checker: Job Name: U.S. LOGIC/B CB990430 Job Address: 1905 Aston Av Ste. or Bldg. No. B Approved The item you have submitted for review has been approved. The approval is based on plans, information and I 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. !Xl 0 Approved Subject to 0 Incomplete The item you have submitted for review has been approved subject to the 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 I or specifications required to indicate compliance with applicable codes and standards. 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 I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. I Review 1 st 2nd 3rd Other Agency ID FD Job # 9901 11 FD File # Carlsbad Fire Department 9901 11 Fire Prevention 2560 Orion Way Carlsbad, CA 92008 (760) 931-2121 Plan Review Date of Report: 04/23/1999 Reviewed by: Name: DONALD GROVER Address: Gib. State: CARDIFF CA 92007 135 LIVERPOOL DR STE C Plan Checker: 9901 11 Job Name: U.S. LOGlClB Job Address: 1905 Aston Av Ste. or Bldg. No. B Building plan approved per technical report. -C&Isbad Fire Department 9901 11 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 03/23/1999 Reviewed by: Name: DONALD GROVER Address: 135 LIVERPOOL DR STE C City, State: CARDIFF CA 92007 Job #: 990111 Plan Checker: Job Name: U.S. LOGlClB CB990430 Job Address: 1905 Aston Av Ste. or Bldg. No. B Approved The item you have submitted for review has been approved. The approval is based on plans, information and l 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. 0 Approved Subject to [XI Incomplete The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information andlor 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 I or specifications required to indicate compliance with applicable codes and standards. 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 I or standards. Please review carefully all comments attached. Please resubmit the necessaty plans and l or specifications to this office for review and approval Review 1st 2nd 3rd Other Agency ID FD Job # 9901 11 FD File # Carlsbad Fire Department 990041 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 02/1*’1999 Reviewed by: Name: DONALD GROVER Address: STE C 135 LIVERPOOL DR City, State: CARDIFF CA 92007 Job#: 990041 Plan Checker: Job Name: 3E COMPANY CB990430 Job Address: 1905 ASTON AV Ste. or Bldg. No. B Approved The item you have submitted for review has been approved. The approval is based on plans, information and I 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. [XI 0 Approved Subject to The item you have submitted for review has been approved subject to the 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 I or specifications required to indicate compliance with applicable codes and standards. 0 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 I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. I I Review 1 st 2nd 3rd Other Agency ID FD Job # 990041 FD File # 760-7444112 P.01 Apr-05-99 1l:OBA HARRY F. FLETTER Apr-05-99 l1:OSA HARRY F. FLETTER HARRY F. FLETTIzK STRUCTURAL ENOINEi'R 910 SAN MARCOS BLVk SUITE 201 760-7444112 P.02 SAN MARCOS CA 92069 SEDP. : .-.-__-___.-.-..-.___~.-.-I-. 760-7442211) I.. mm, Pole Embedment in Soil Description WALL SUPPORT FOOTING General tnformation - .-..- - . Allow Passive 300 00 pcf Applied Loads. Max Passive 1,500 00 PCI Point Looa 180 00 IbS Lbad duration factor 1.330 dislanco lrom base 12 OM) fl Pole is Reclangular Width 18.000 in Distributed Load 0.00 M Rsslreined @ Suiiace Oistancw lo lop 0Dbon 0 000 n distance to bottom -. --.--.-..__-. Point load 2.160.00 114 Total Moment 2.160.00 fl4 Oislrlbuted load 0.00 Total Lateral 180.00 IbS Without Surface Reslraint.. . With Surface Re&trainl ... Pressure @ Base ... Required Depth 0.000 n Req'd Deplh 2.216 n Press @ 113 Embed ... Actual 0.00 PSI Actual 884 08 psr Allowable 0,oo pst Allowable 884 08 PSI 2 Sudace Restraint Force 1.481 32 IbS L ,-_.-..- .__...-__.___..___.__ .- .__ .__ ’0 5 W€B I/ X /6 ’ CE LA E@ .. .. .r . _.. .. .--- L , , . , . ..~ ... -- . . -- . .. . .. - , . . .. . . P. 01 MAR-30-99 TUE 11 : 57 CITY OF CARLSBAD COMB DE FAX NO. 4380894 2075 LAS PALMAS DR Ph, (760)438-1161 ext. 4503 FAX(760)438-0894 To: DonGrover From: Patrick Kellev Fax 436-3108 Pages: 1 Phone:436-4951 Date: March 30.1999 Re: 1997 Exiting CC U Uwnt x For Review Cl Please Comment 0 Please Reply 0 Please Recycle 0 Comments: Don as we discussed last week, this pmjed may utilize the exiting provisions of the 1997 UBC in it’s entirety. Thank you for following up on this matter. If the plan checker has questions. please have him contad me. Mar 30 99 07:44a Don Grover , L 760-436-3108 P. 1 .:' DONALD GROVER, A.I.A. 135 Liverpool Drive, SuileC. Cardiff by thesea, CA92007 Phone 760.436.4951 Fan 760.436.3108 ..... ._.. .. TOTAL PGS: Mar 30 99 07:44a Don Grover 760-436-3108 Carlsbad 99-430 3/26/99 NOTE: The Items listed below refer to the items from the previous list. These remaining items have not been adequately addressed. The notes in bold at the end of each item is to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for comrnercial/industriaI 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 calculationsheports directly to the City of Carlsbad Building Department, 2075 Cas Palmas Drive, Carisbad, CA 92009, (760) 438-1 161. The City will route the plans to EsGii Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all Iyaining sets of plans and calculationsheports directly to the City of CarlstT*ad Building Department for routing to their Planning, Engineering and Fire Departments. will not be reviewed by the City Planning, Engineering and Fire NOTE: Plans that are submitted directly to EsGil Corporation only comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. I have not received confirmation that the city will accept the exiting 4. Provide construction details and design to show: Method of providing lateral support for the top of the free standing walls shown in details WD-4 and WD-4. Design calculations for the partlal height walls must be signed and sealed by a licensed engineer or architect. The design of the partition support requires the footing to be 18” wide and 2.185 fl deep. Detail 7/D4 does not reflect this. Specify In detail 71D-4 the spacing of the column footing used to support the freestanding walls. Also reference detail 7/D4 to details 5 i3 61D-4. Provide an exit analysis plan (may be 8 1/2” x 1l”or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows) & accumulated occupant loads. The exit analysis was not included. The exit analysis must indicate the code used and the code sections to Justify exiting through halls rather than corridors. 6. DATE : UAY 6, 1994 BASE ASSEMBLY TYPE: STANDARD STEEL BASE (tube to base plate) ADWBSIVE TYPE : Bogart 1262 Pedestal Adhesive SEALER: NONE - BARS CZMENT The following te6t was performed in accordance with the "Recommended Test Prac8duree for Access Floors: Section 6 Psdedtal Overturning Moment Teat" as published by the CISU organisation and as described herein: Eight steel Base assemblies were 8eCWed to a concrete slab with Bogart 1282 pedestal adhesive in a manner consistent with normal installation practice. The base asseabliee were force cured in a oven for a period of five days at 120' P in order to expedite the test. A horizontal load nas applied by a calibrated force gauge against a moment arm 21 inches abov8 the concrete surface. The load was continuously applied until failure of the pedestal or adhesive occurred. The results are as followa: STARDARD SIBEL BASE (TWBB EESISTMT WBLDBD TO BASB PLATE) 1. Horizontal Load 64 lbs. x Moment Arm 21 2. Horizontal Load 61 lbs. x Moment Arm 21 3. Horizontal Load 70 lbs. x Moment Arm 21 4. Horiaontal toad 65 lbs. x Moment Arm 21 5. Horizontal Load 64 lbs. x Moment Arm 21 6. Horiaontal Load 55 lbs. x Moment Arm 21 7. Horizontal Load 65 lbs. x Moment Arm 21 8. Horizontal Load 67 lbs. x Moment Arm 21 in. in. in. in. in. in. in. in. = 1344 in.-lbs. = 1261 in.-lbs. = 1470 in.-lbs. = 1365 in.-lbs. = 1344 in.-lbs. = 1155 in.-lbs. = 1365 in.-lbs. = 1407 in.-lbs. voom Average = 1341 in.-lbs. =-e- James $herring .- SEISMIC ANALYSIS SElSMlC ENVIRONMENT: Zone 4 PROJECT 3 E Company FINISHED FLOOR HEIGHT: 6" i I The latcral force due to seismic loads is determined by using thc guidelines: yet forth in the 1994 Unifom Buildine Code (UBC) Section 1630, Equation 30-1 Equation 30-1: Fp = Lateral forces on a pan ofthc structure and in thc dircction under consideration Z = Numerical coefficicnt dcpendcnt upon seismic zone. Fp- Z LpCp Wp For locations in Zone 1 ; 2 = 0.075 Zone2A: 2-0.15 Zone 2B: z = 0.20 Zone 3: L - 0.30 Zone 4: Z a 0.40 Project requircs: Zone 4 Ip = occupancy importance factor, which varies depending upon building use. Assu~ne Ip = I Cp = Numerical coefficicnt (horizontal force factar) which varies depending on type of structurc; for access floor Cp = 0.75 [Table 16-01 Wp = (Live load X 25%) + (dcad load) + (partition load) Live= The load superimposed by the use or occupancy of the building not including wind, load earthquake or dead load. [Tablc 1641 Live load: Compukr Rooms: 100 Ib./sq.fr. General Office: SO Ib./sq.ft. Project Requirements: 50 Ib./sq.A. Dead =The vertical load duc to the weight of all pcrmanent structural and non-structural loid Dead Load Values: Access Floors: IO 1b.lsq.A. Partitions: LO 1bha.A. components of a building such as walls, floors, roofs, and fixcd service cquipmcnt. .nnm ... , .5 - :., i 1 fi : p !J : Cont'd ....p age 2 Seismic Analysis Pagc 2 I Therefore, equation 30-1 reads as follows: Fp =Z Ip Cp Wp Fp =Z Ip (0.75) [(Live load x 25%) + IO Ib./sq.R. -I- 10 Ib./sq.ft.] Z = 0.40 Live Load = 50 Ib./sq.ft. Fp = (0.40) (1) (0.75) [(SO 1b.lsq.k. x 25%) + 10 1bhq.h. + 10 Ib.lsq.R.1 Fp 3 9.75 Ib. One pedcsral supporls an area of 4 square feet, therefore. thc lateral lorce on one pedestal CWlS (FP X 4 = Fpedeaal ) Fpcdcstal = 9.75 x 4 - 39 Ib. (larrral force at the lop ofone pedestal) If39 Ib. of force is applied to the top ora pcdcstal Lhat has n 6"flh. an overturning moment of 234 idb. is crcaced. The undcrstructurc system pruposcd for this project is Tate's PosiLock undcrstructurc system, utilizing Kcdi-Mastic #282 pedestal adhesive Tor actrrchmcnt of the bases KO the sub- floor. The attached test report verifies that Talc's Type 1 pedestal design will meet an ovenurning moment requirement for a Seismic Zone 4 force for an 6" finished floor height wirh a minimum safety factor of5.73. (39 Ib.) (6 in.) = 234 in.lb. Compiled by: Sr. Salcs Support Enginfer March 15, 1999 I Mar-19-39 ll:54A HARRY F. FLETTER 760-7444112 P.02 HARRY F. FLETTER STRUCTURAL ENGINEER 910 SAN MARCOS BLVE SUITE 201 SAN MARCOS CA 92089 TRIe ; Dwnr: D.rrlp(lon ! e..... Job 8 Dale: _."". . . .. .- ... 760-7442218 L. b.2: PoleEmbedment in Soil -Po, Description PARTITION SUPPORT FOOTUNG -.. .. LGmeral InformaGon Allow Passive 250 00 Dc( ADDlied Loads Max Passive Lced duration fector Pole is RMangular Width Restrained @ Surface Momenta 4p Surfecc ... Point load Distribuled load .. 1.500.00 bcr Point Load 1331 distance from base 18 000 tn Distribukd Load dlsmnce to top distance to bottom .- 1.728.00 H-# Total Mornenf 0 00 Total Lateral Wkhout Surface Reatralnt ... Wlth surface Reatralnt ... Required Depth oow n Req'd Depth Presr @ 113 Embed ktual 000 PSI Actual Allowable 000 PSI Allcmable Pressure @ Bare Surface Rectnmt Force -. 144.00 Ibr tzow n o.ooo n o ooo n o oo rm 1,728 00 H-U 144 00 Ibs 2.105 n 727 14 psf 727 14 DSf 1.189 59 Ibs . . IO. 750 7473887 PAGE FE?-04-93 14.44 FROM-KINKOS --pwljER PAN ELI3 OAR DS EMmive Febwaw 1. 1998 Pb9C 147 L IWDUEUI - Ijghting and Dirtribution Panelboards _. I I , t. 02/24/2000 City of Carlsbad Certificate of Occupancy Cert of Occ#:COOOOOO8 Permit Type: COFO Related Bldg Permit#: CB990430 Bldg Address: Parcel No: 2121201 300 1905 ASTON AV CBAD St: 100 Occupant Name: 3 E COMPANY Contact Name: ROB WARD Building Owner: E G L L DEVELOPMENT L L C 5414 OBERLIN DR #I40 SAN DIEGO CA 92121 Description of Use:OFFICE Phone#: 760/602-8700 Phone#: Phone#: 858/597-6888 I certify that this building or portion complies with the Uniform Building Code for the group and dhrision of occupancy and the use for which the proposed occupancy is classified. The above information is true and correct, and I make this statement under penalty of perjury. - \ Date 8-1 Signature of Building Official FOR DEPARTMENTAL USE ONLY Date Routed Use Zone Occupancy Group: B Construction Type: V Date Y//,/e Approved __ I/ Disapproved __ Date Approved __ Disapproved - Inspected By Date Approved __ Disapproved - 02/24/2000 City of Carlsbad Certificate of Occupancy Cert of Oc& 8 Permit Type: COFO Related Bldg Permit#: CB990430 Bldg Address: 1905 ASTON AV CBAD St: 100 Parcel No: 2121201300 Occupant Name: 3 E COMPANY Contact Name: ROB WARD Building Owner: E G L L DEVELOPMENT L L C Phone#: 760/602-8700 Phone#: Phone#: 858/597-6888 5414 OBERLIN DR #140 SAN DIEGO CA 92121 Description of Use:OFFICE I certify that this building or portion complies with the Uniform Building Code for the group and division of occupancy and the use for which the proposed occupancy is classified. The above information is true and correct. and I make this statement under penalty of perjuly. Signature of Building Official Date FOR DEPARTMENTAL USE ONLY Date Routed Use Zone Occupancy Group: B Construction Type: V Inspected BY e. 4. Date 157 .7 Approved __ Disapproved ~ Inspected By Date Approved __ Disapproved - Inspected By Date Approved __ Disapproved - Comments: 02/24/2000 City of Carlsbad Certificate of Occupancy Cert of OC- Permit Type: COFO Related Bldg Permit#: CB990430 Bldg Address: Parcel No: 2121201300 1905 ASTON AV CBAD St: 100 Occupant Name: 3 E COMPANY Contact Name: ROB WARD Building Owner: E G L L DEVELOPMENT L L C 5414 OBERLIN DR #140 SAN DIEGO CA 92121 Description of Use:OFFICE Phone#: 7601602-8700 Phone#: Phone#: 8581597-6888 I certify that this building or portion complies with the Uniform Building Code for the group and division of occupancy and the use for which the proposed occupancy is classified. The above information is true and correct, and I make this statement under penalty of perjury. Signature of Building Official Date FOR DEPARTMENTAL USE ONLY Date Routed Occupancy Group: B Construction Type: V . Inspected By Date &&- Approved ~ Disapproved - Date Approved - Disapproved - Date Approved - Disapproved - Use Zone Inspected By Inspected By x Comments: 07/14/1999 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: City of Carlsbad Plan Check Revision Permit No:PCR99126 Building Inspection Request Line (760) 438-3101 1905 ASTON AV CBAD PCR Status: ISSUED 2121201300 Lot #: 0 Applied: 05/19/1999 $0.00 Construction Type: NEW Entered By: RMA Pian Approved: 07/12/1999 Issued: 07/14/1999 3 E COMPANY Inspect Area: REVlSE.MECHANICAL-1ST LEVEL & MEZZANINE Plan Check Revision Fee I STE C 135 LIVERPOOL DRSAN DlEGO CA CARDIFF CA 92007 760 'W 0001 01 02 C-mT 218.00 $218.00 FINAL APPROVAL Inspector: Date: Clearance: I NOTICE Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feedexactmns.' You have 90 days from the date this permil was issued to protest imposition of these feeslexactions. If you protest them. you must follow the protest procedures set fom in Government Code Section 66020(a), and filethe protest and any other required information with the City Manager for pmsing 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 imposiuon. You are hereby FURTHER NOTIFIED that ywr mht to protest the specified feeslexactions DOES NOT APPLY towater and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar applicatnn pmssing orsewic? fees in connection with this project NOR DOES IT APPLY to any feedexactions of which you have previously been qiven a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By PERMIT APPLICATION ClTY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 _. - . ". -1 r q., SE COVKbQkL/ ON isba. L. Burinus Name 1.1 thh addr.4 k'. rs7-T-7 zm\ A de Address ImcIude BidglSuits I:) Legal Description Lot No. Subdivision NameIWumbar Unit No. Phase No. Total I at ""lll As?il)ssof's Parcel I Existing Use Ropa0.d Uae i 3. APPLICANT 0 comnnor '0 t01 c~nm~ol-. -0 owner U Name Address CW st.t.IZlp Teiephons I 4. paopERplowNEn Name Addmu CW SUt.RiP Teiephons I 6. CONTRACTOR - COMPANY NAME. ' ISec. 7031.5 Businels and Pr~tessims Code: Any City or Coumy which mqYirM a wImit to Sonn~ct. .her, improw. demolirh or repair my R~1ct~re. Prior to its issuan~e. also requires the applicant lor such permit to file e 6ign.d nnenwm that he is lid wnwm to tks provision$ 01 the Comractor's License Law IChaptsr 9, commanding with Section 7000 Of Division 3 o! the Busi- and RDlessions C0d.l or thm he I6 exampt therelrom. and the basis lor the allwed exemption. Anv vidstiw, of Secuon 7031.5 by my amiiimt fw a -mil rubpar lhe n@cant to s civil -8IW of mt me 1h.n live hundred dollam 115WI). Name Address city st*temp Telephone I .. . .I ., .. .. . .. .I : .i . ~ ... . . .. .. . - ~. . .. .. _. .- , .. State License I Workers' Compensation Declaration: I henby dlirm under pnahy 01 perjuv one of the Ioliowing dadamtiom: 0 Of the work lor Which this parmit is iaswd. Issued. My worker's COmpeMatIon insurance tamer and policy number are: Insurance Company Policy hio. EXpintion Dits 0 CERTIFICATE OF EXEMPTION: I eenily that in the pertwmanca 01 the work lor which thir wrmit is isaued. I ahdl not employ any perm" in any mmmr so as to become subject to the Workers' Comwnr8tion Laws 01 Calilwnm. WARNING: FdIum 10 S~SYI. w0rt.n' compnutm ca- b unlarrlul. ud Shd WCI n 0- 10 -1 pru)t*. .nd ChU Rnu up m om hndd thoutmd doU.~ lt100.0001. In addition to the 50.1 01 cotnp"Stia. dm~mg.~ Y pmrid.d fOr h S.Clia 3706 Of th. L.bor cod.. IntWmt .nd ana*'r fm. SIGNATURE DATE 7. OWNER-BUILDER DECLARATION I hereby allrm lh.1 I am exempt lrom the cmrmw's ~icmsa bw lor me Iollo*nn~ maim: I, as owner of the propmy or my employees with wages as their 1.1. compnution. will do the work and the st~cture ia not intendad or 0Wn.d lw ub 1Sac. 7044, Busmess and Prolsss~onr Coda: The Comractor's License Law do.. not apply to an owner of pmpm who builds or improves thenm, and who do" such work homseil or through hili own emplowes, provided that such improvemanu mI9 not imandsd or oWend lor ..I.. It. howewr, the building or improvemmt is soid within one veal 01 Completion. the Owner-buildar will haw the burdm 01 proving that he did not build or implova lor the pumosa 01 .eIal. 0 I. as owner of the propeny. am ~XCIID~Y~IY Contracting with hcensed sontr*ctOrs to Connruct the PIWct ISu. 7044, Bwiness and Rofessioru Code: The Comractor's License Law does not apply 10 an owner 01 propmy who builds or imPrOV-s Ih-an. mnd COmnctr lw sUbl projmm with cmract~rlsl 1iUn.d pursuam to the Contractor's LIC~IIIS Lawi. 0 1. 2. 3. 4. 5. 01 work:): 6. WORKERS' coMpuIsmtm I have and will maintain e fenilicme 01 conrem to 6eII.i~ure lor workars' comPw.tlon as provided by Section 37W 01 the Labor Code, lor the prtormance I have and will meinlain worked compensation, as required.by Section 3700 01 the Labor Code, lor the pertorm~ncs 01 the work 101 Which this permit is ITHIS SECTION NEED, NOT BE COMPLETED IF THE PERMll lS FOR ONE "0- DOLLARS II1OO) OR IES) I am sxsmpt under Section I wrsmally plm to provide the major labor and matrials lor cOnRNCtiDn 01 the pmpaed Pwny improvmmt. YES ON0 I Ihew I have not1 signed an application lor a building wrmit forthe pmmd rrorf. i have contmted with the IoIiOwing person Ilirm:) to provide lhe PIopDId WnnNCIiOn liwlwh Nma I 0ddr.u I ph number I ulmnCIm license numbarl: I plan to provids ponions 01 tho work, but I haw hind the loliowing pnon to coordinate. SupeMse end pmvida the mejar wwk linclude name I addrMs I phw I will provide some 01 the work, but I hew somncted Ihimd:) the Idlowing pons to Provida the wwk indiutd linelud. Nma I address I phma numbar 1- Bwiness and Prolessions Coda tor thu nuon: numb7 I EDntfKtW6 11SWe M*): PROPERTY OWNER SIGNATURE DATE COMPLm TntS SECTION FOR MOM- BUlwlO PERMITS .DNLY ., - Is the appiicant Or future building oecuwm required ID submit burin- pbn. .MeW hazardow mstriais npinntim tam or nrk mmagemmt and preuemim Program under Ssctions 25505. 25533 or 25534 01 the RulwTamr HazardOllT Subnance AEEoum Act7 YES D NO 1s the appiicant or Iuture building Occupant required 10 obtain wmil Imm tha air POllVtim Umm4 district or ail qmIW nun.gament district7 YES 0 NO 1s the facility to be constructed within 1.000 fen of the outer boundary 01 a .chad rite? YES NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAV NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEmNC THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR WUUTlON COMROL DISTRICT. 8. CONSTRUCTION LENDINQAQENCY . , : ~. , I hwebv eWirm that them is a connrvstion Iendinp mg~cy lor the wlt-mce ot the Won lor whlch mi! Frmit is DHId ISr. 3097li:) Civil Codel. . . . . . . . . . .. LENDER'S NAME LENDER'S ADDRESS 9. APWCAMCERT)FICATU)N . ,. ~ -. :. ., . .- . .. .. .. . - . , :. . I cenilv that I have wad the application and Rate that tho abwo lnlormmim is canct snd tkn ttn intormation a the plaru is .Ccumte. i agree to comply with ail Citv ordinances and State laws relating to building conmumion. I ha,& wthonz. IoPmmatives 01 th. Ci 01 Carlabad to *mer upon the above mentioned ~rowtv lor inspection PYIPOS~S. I ALSO AQREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE ClTY OF CARLSB~ AGAINST AU LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID ClTY IN CONSEQUENCE OF THE QRANTlNG OF THIS PERMIT. OSW An OSHA Permit is required for excwmions Ow 5'0- deep nnd dmditlon n connnminn 01 nlycLyIn 0y.r 3 moria in Might. EXPIRATION: EVW Permit issued by the Building Otfieid under the provisions 01 this Code ahell expire by IimRation and become null and void if the buildmg 01 work amhwized bv such wrmit U not commenced within 365 days tram the dns of such -it or It ttn building or wwk authorized by such wrmn IS suspended 01 abandoned at any time APPLICANT'S SiGNATUR DATE od 01 180 d.yr (Section 106.4.4 Unitom Building Code). WHITE Fils YELLOW Applicam PINK: Finance - EsGil - Corporation ln Tamursfiip witfi @vernment for lruiuing Safety DATE: 7/7/99 JURI SDl CTl ON : Carlsbad 0 FILE PLAN CHECK NO.: 99-430 (PCR99-126) SET: I1 PROJECT ADDRESS: 1905 Aston Ave. PROJECT NAME: Revised Mechanical Plans & New Raised Floor w The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant's copy of the check list has been sent to: contact person. w Esgil Corporation staff did not advise the applicant that the plan check has been completed, 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA [7 MB 0 EJ PC 6/28/99 trnsmU.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 L - EsGil Corporation In Tartnership with +uernment for 'BuiUing Snfcty DATE: 5/27/99 JU Rl SDl CTl ON: Carlsbad PLAN CHECK NO.: 99-430 (PCR99-126) PROJECT ADDRESS: 1905 Aston Ave. PROJECT NAME: Revised Mechanical Plans & New Raised Floor SET: I 0 FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 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. 0 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: Don Grover, Architect 135 Liverpool Dr. Unit 'C', Encinitas, CA 92007 Esgil Corporation staff did not advise the applicant (except by mail) that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA 0 Mi3 0 EJ 0 PC 5/20/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 Fax (619) 560-1576 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial 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 calculationsheports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 161. 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 calculationsheports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. The disabled access notes on sheet A-3 indicate the ramp handrail will extend %” beyond the top and bottom of the ramp. This note should indicate that the rail will extend 12 beyond the top and bottom of the ramp. Provide specific details for the raised Roor support. The plans are not detailed enough to allow verification that the supports are consistent with the design. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by 2. 3. 4. Provide the IC60 approval for the adhesive you intend to use to anchor the base plates. The overturning resistance of the vertical supports relies on an adhesive between the base plate and the concrete floor. 5. Detail 13/D-3 shows the base plate of the raised floor anchored by bolts. The design relies on an adhesive system. Include in the design of the raised floor the floor panels and beams that span between between the vertical supports. Include on the revised sheet E-2 the automatic lighting controls diagram as was stapled to the previously approved plans. Revise the electrical plans to include the all electric heap pumps in the panel schedule. 6. 7. 8. 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 plansthat 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. VALUATION AND PLAN CHECK FEE ESGlL FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-430 (PCR 99-126) PREPARED BY: CM DATE: 5/27/99 BUILDING ADDRESS: 1905 Aston Ave BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: $1 74.30 I I I Rev mech & new floor I N/A I HRLY 2 X 87.15 I 174.30 I I I I I I I I I ~ I I I Air Conditioning Sheet 1 of 1 rnacvalue.doc 5196 PLANNING/ENCINEERINC APPROVALS \ ~- ~ RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (< $10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE b-a-vi I DOCIIMISfOrmmannmO Englneenng Aowonk Carlsbad Fire Department 990226 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 05/27/1999 Reviewed by: Name: DONALD GROVER Address: City, State: CARDIFF CA 92007 135 LIVERPOOL DR STE C Job#: 990226 Plan Checker: Job Name: 3E CompanylB PCR99126 Job Address: 1905 Aston Av 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. IXI 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information andlor 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 I or specifications required to indicate compliance with applicable codes and standards. [7 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 1st 2nd 3rd Other Agency ID FD Job # 990226 FD File # .:(’ DONALD GROVER. A.1.A. 135 Liverpool Drive, SuiteC. Cardiff by the Sea, ~~92007 Phone 760.436.4951 Fax 760.436.3108 ._ . . . , . . .’. FUGLIESE INTERIORS ID:714-837-1208 I I- - MAY 03'99 13:31 No.009 P.02 ' loud Project : Seismic Table For Calculation Of Fp Per Uniform Buildiny Code (URC) Where Fp=ZICpWp=ZICp( ( ( ( % )*( LL )+PL )4 )+DL ) '- . . Lateral : (Z) Seismic Zone Factor Zone 2A = 0.15 Zone 2R = 0.2 Zone 3 = 0.3 Zone 4 = 0.4 ( I ) Occupancy Importance Factor Essential Facilities= 1.25 611 Other Uses= 1.0 (cp) Horizontal Force Factor (LL) Live Load (DL) Dead Load (PL) Partition Load (See Table 16-0 the UBC) (%) Percent of LL for Wp Fp=ZICpWp= Axial : f=( LL+OL+PL )*4= Static: subjected to any pedestal. Pedestal Assembly Consists Of The Following: Basetube Outside Dime nsio n Inside Dimension Width Thickness Outside Diameter I ns i do D i ame t B 1- Length Basetube to Baseplate Captube to Pedestal Cap Baseplate: Captube: Welds: Finished Floor Height ( FFH 1 0.4 1 0.75 100 psf 10 psf 10 psf 25 % 54 Founds 480 Pounds 5000 Founds 0.75 inches 0.625 inches 4 inches 0.125 inches 0.625 inches 0 inches 4.5 inches Resistance Fillet 6 inches PUGLIESE INTERIORS ID:714-837-1208 MRY 03'99 13:31 No.009 P.03 STATIC LOAD - BRSE TUBE Basstube Properties e=( HO-2-HI-2) R=( (H0^2+HX-2 )/12 )- .5 K*L/R E-Modulas of Elasticity FY= Cc=( 2*3.1416^2*E/FY )-.s Actual Axial Stress f s=5000/A 0.171875 Inches-2 0.281828 Inches 29500000 Psi 44000 Psi 13.66222 115.0401 29090.90 Psi Allowable axial Stress Since Kl/r < Cc and t < 0.09 : F8=4/3=( ( 12/23 )4Fy--< 3/23*Fy-2*( Kl/r 1-2 )/( E*3.1416-2 However, since the 5000 lb axial (yield) load incorporates a safety factor of 5; Fa becomas the buckling stress (divide by the safety factor in above equation): Fa=Fy-( ( ( FY-2 )%( Kl/r 1-2 )/( 4tEr3.1416-2)) 1 43689.71 Psi Since Fa>=fa. the Base Tube is OK. STal'IC LOAD - CAP TUBE .. ... . .. ..: . '.>',I .. 796 , inches-2. I: ; taptube Properties .. '' 0.15625 Inches-2'. . . 17-92' , 29SOOOOO "PSi :. R=3.1416*( OD-2-ID-2 )44 r=( OD'2+ID-2)'.5/4 . KL/r= (K=.8) E= FY= cc= 127.1817 36000 Psi .. Actual Rxial Stress f a=5000/A 16297.42 Psi allowable Axial Stress Since Kl/r < Cc nnd t )= 0.09 : Fa= [( 1-( K~/T )-Z/( 2*Cc'2 ) Ja:Fy/ <( 5/3+( 3+Kl/r I/( 8*Cc 1- [( Kl/r )-W( 8*Cc-3 )I However. since the 5000 lb axial (yield) load incorporates a safety factor of 5: Fa becomes the buckling stress (diyide L Since Fa>=fa. the Cap Tube is OK. PUGLIESE INTERIORS ID:714-837-1208 MRY 03'99 13:32 No.009 P.04 ,' 3 SEISMIC LOAD - BASE TUBE In order for the tube to be within allowable limits under combined seismic loading, the following equations must be satisfied: (fa/Fa)+(Cm+fb/{ [l-(fa/Fe)]+Fb)) <= 1.0 (fa/Fa)+(fb/Fb)<= 1.0 I Basetube Properties A=( H0-2-HI-2 > R=<( HO%+HI-Z vi2 Y .5 S=( 2' .5 )/( lZ%HO )*( H0-4-HI-4 ) Kl/t=l.7*1/~ cm= Actual axial Stress P= fa=P/A Actual Bending Stress Moment Arm At Top Of Basetube: Finished Floor Height (FFH) 1=FFH-1.187 FP= f b=M/S=( Fp*l )/S 0.371875 Inches-2 0.281828 Inches 0.025741 Inches-3 29.03223 0.05 480 lbs 2792.727 Psi 6 inches 4.813 Inches 54 Pounds 10096.58 Psi FY= 44000 psi Fe= [( 12*3.1416-2*E )/( 23*( Kl/r,)-Z )] *( 4/3 )= 240282.8 Psi Fa=4/3*( ( 12/23 )*FY-( 3/2.3*F.y-2*( Kl/r. )-2 I/ ' Ef 29500000 Psi. ' . .. .............. Allowable .Axial Stress 30639.28 Psi ..... ... ,. ... , .. , .. , ... ... ..'30639.28' Psi .... :." . '. .. ... .. .... ."'....(E* 3.1;41."2)) .. .. :., ; 'Since.fa/Fal<=O .15; .Fao= .. .. ,25200 Psi. ........ ... ... .. Allowable' Bending Stress Check.&llowable Limits .. . ' :,FbEO ,6*FY*( 4/3 )= .. ., ,) ( fa/Fal )+( Cm*fb/( [l-( fa./Fe)] *Fb 1 )..<= 1 .o '0.337825 , . .... (fa/Fao)+( fb/Fb)<=. 1 .O . '. '. 0.377983 ... ......... ... .. .... Since limits are (= 1.0, Bas6tube"ls OK. ....... I. PUGL I ESE I N,TER I ORS ID:714-837-1208 MAY 03'99 13:32 No.009 P.05 4 " SEISMIC LOA0 - CAP TUBE In order for the tube to be within allowable limits under combined seismic loading, the following equations must be satisfied: ( f a/Fa )+( Cm*fb/{ [I-( fa/Fe )I +Fb) 1 (= 1 .O (fa/Fa)+(fb/Fb)<= 1.0 Captube Properties FI=( 3.1416*( OD-2-ID-2 ) )/4 R5( 00^2+10-2 )-.5/4 S=( 3.141 6*( OD-4-ID-4 ) I/( 32*OD ) Kl/r=l.7*l/r Cm= I Actual Axial Stress P= fa=P/A 0.306777 Inches-2 0.15625 Inches-2 0.023966 I nc hes-3 38.08 0.85 480 lbs 1564.652 Psi actual Bending Stress Moment Arm At Top Of Captube: Captube length 4.5 inches '. l=Captube length - 1 "minimum engagement 3.5 Inches.' FP= 54 Pounds fb=M/S=( Fprl )/S 7885.849 Psi FY= 36000. P5i E= 29500000 Psi Fee [( 12*.3.1416-2*E )/( 23*( Kl/r 1-2 13 *( 413 )= ' '.le6239 .O .Psi . ,:, . .. , ... .. ... ..... 25821 :-49: Psi fillowable axial Stress ... Fa= [( 14 Kl/r )-2/( 2*Cc^2') )*F'Y/ , ..'$.. ' <( W3+( 3*Kl/.r')/( 8*Cc I-. [( Kl/r )-3/( 8*cc-3 1'1 ' ." .S'ince."fa/Fal(=O.15, Fao=Fal= .' 2582i -49 Psi. .: ' I . Allowable" Bending Stress Chsck Allowable Limits .: FbnO .6*Fy*( 413 )= 28800 Psi ) ' ' (fa/Fa)+( Cm*fb/( [l-( fa/Fe)l *Fbj ) (= 1 .O 0 -295308 . ?..I (fa/Fa)+(fb/Fb)<= 1.0 0 -3344.09 '. .' .... . :. ........ ,. .,.,, ;,., - ,...,. ...................... Since limits are <= ...... 1.0. ... .., captube ... is OK. ............. ._-. .......... , . ..... .. .. PUGLIESE INTERIORS ID:714-S37-120S !.'- ' MRY 03'99 13:33 No.009 P.06 TUBE TO BRSEPLRTE UELU - RESISTfiNCE Determine Section Modulus Of Ueld , Ravg=( OD+ID )/4 Aweld=( OD-ID )/2*( .1875 ~total=4xaweld \ rioment of Inertia Welds 182 Il=bh-3/12 Moment Of IneTtia Welds 264 IZ=bh^3/1~tad^2 i I Tot61 I=2*11+2~12 Section Modulus c=OD 5=I/c fillowable Bending Stress Fb=O .6*Fy*( 4/3 )= Actual Bending Stress fb=Fp*l/S ... ' ' Since Fb>==fb, the weld is OK. .... . . .. . . . . . ~ 0.343 Inches 0.01125 Inches2 0.047 Inches-2 0.000037 Inches-4 0.00656 I nc hes-4 0.0132 Inches-4 0.75 Inches 0.0176 Inchas-3 35200 Psi 14767.15 Psi .. .. ., . . . . .. . .... , . , . ., . ... .I , ... I .. .. ,.. . Determine Sectlon tloduluo.Of Weld I=( 3 ~ 1416%( OD-4-ID-4 ) )/64 SPI/C 0.007489 Inches-4 o ~ 023966 I nc bee-3 allowable Bending Stress Fb=O .6*FyY( 4 13 )= 1 since Fb>-fb, the weld is OK. 28800 Psi PUGLIESE INTERIORS ID:714-837-1208 .- MAY 03'99 13:33 No.009 P.07 BASEPLATE BENDING - RDHESIVE For axial load assume bearing area 1" larger than base tube. D=OD+l 1.75 Inches R=3.1416*((OD+1)-2-( .33^2))/4 2.9536 Inches-2 R=FP=l 259.902 in-lbs S= b- 316 10.66666 I nc hes-3 P/A= 162.5135 Psi M/S= 24.36581 Psi Bending flornent Section Modulus Axial & Bending Stresses i Determine Pressure At X X=( M/S )/( b/Z I*( ( OD+1 )/2 I 10.66004 Psi ._ Allowable Bending Stress Fb- .75*Fy*( 4/3 1 44000 Psi .. 'Actual Bending Stress (Section 'Modulus of plate ) O.O10416'~in"~3 . . :. . .. 22?5'.84b Psi s=b*( t-2 )/6 fb=MX/S .. ' ' Required Thickness ta=( (6+HX )/( Fbrb 1 )- .5 0.028428 Inches Since Fb>=fb, and tbta, Baseplate is OK. Adhesive Requirements R=Fp*( 1i.t) S=b"3/6 nllowable Tensile Stress Fa= (Entela Test No. 89183-4002A-80) Actual Tensile Stress f a=WS Safety Factor n=Fa/fa 266.652 in-lbs 10.66666 Inches-s 150 Psi 24.99862 Psi 6.000330 L' Since Fa>=fa, Adhesive is OK. Calculations by: =& Date . Checked by: Date e . PANEL SCHEDULE PANEL: ACl VOLTS: 208V MOUNTING: FLUSH AMPS: 200 mu MLO WIRE: 4/0 PHASE: 3 3 5 6 7 8 9 HP-7 (MISSION CONTROC) 6300 10 11 12 13 14 15 HP-3(EAST) 2500 16 17 18 19 20 21 HP-3 (EAST) 2500 22 23 24 25 26 27 UP-5 28 29 30 31 32 33 HP.2 34 35 36 37 38 TOTAL VA 68400 @ 208v 190 AMPERES HIGH PHASE n 197 7 AMPS V 'd PANEL SCHEDULE PANELAC-2 VOLTS 208 MAIN. MLO WIRE 410 MOUNTING: SURFACE AMPS: 200 PHASE: 3 ClRC DESCRIPTION Y 1 HP-5 3' 5 7 HP-7 9 11 6300 13 HP-7 15 17 6300 19 HP-6 3840 21 3840 23 25 HP-1 27 29 31 33 35 37 16 1 6 8 10 12 14 18 20 24 26 30 32 28 2160 40 A7 P, 22 39 41 a TOTALS 21m 21960 19800 1 38 ._ ion TOTALS AMPERES TOTAL VA. 63720 @ mav 177 HIGHPHASE: A 183 AMPS E 'd 8590106 619 31813313 S.nW wO8A WV00:9 6661-80-9 6-08-1999 6:00AM FROM PAUL S ELECTRIC 619 9Ald658 L . PANEL SCHEDULE PANEL:ACJ VOLTS 208 MOUNTING SURFACE AMPS 200 P. 5 MAIN: MLO WIRE: 410 PHASE: 3 ClRC DESCRIPTION DESCRIPTION ClRC Y A B C RKR BRK A B C XI i HP-5 3360 40 2 3 3360 I 4 fi 5 7 HP-5 9 11 13 HP-6 15 17 19 HP-6 21 23 25 HP.6 27 29 31 HP-4 33 35 37 39 41 - 3360 3360 3840 3840 3840 3840 3840 3840 2760 2760 TOTALS 21000 21000 21000 000 TOTALS 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 TOTAL Vh: 63000 @ 208V 175 AMPERES HIGHPHASE. A 175 AMPS ; 'INTERIORS ID:714-837-1208 JUN 09'99 16:15 N0.013 P.06 ENTCLA LABORATDRIES. INC. 89183-4723-80 C-Tee, Incorporatcd ./ TEST REPORT Subject: Test the C-Tec Steel Pedestals to the CISCA 1987 Test Proccdurcs for Access Floors Section VI, Pedestal Overturning Moment Test. Determine the moment required to dislodge a pedestal from a concrete floor when it is fastened with 1f.B. Fuller 670 Adhesive. Conclusion: Five (5) pedestals were tested for each finished floor height and the average moment required for tip-over were as follows: --- Pedestal PSLl2 PSL24 PSL36 Average Moment (in. as.) 2191 1449 15G8 Tests Conducted: The PSL12 pcdcstals were tested at C-TeC, Incorporated on March 28, 1989 as previously reported in ENTELA Report NO. 89183-4002. The PSL24 and PSL36 pedestals were tested at C-Tec, Incorporatcd on May 15, 1989. All samples were mounted by C-Tec, Incorporated and oven cured. Technician Enginecr ,A& &d&* .,,'I NT E R I ORS ID:714-837-1208 JUN 09'99 16:15 No.013 P.05 ,. HYISIM* DAIC 8" llcv DLICNTIO*I I I P UGLIESE I: u. U . - Q -1'F.C --.CORE RIGID GRID ASSY. ww KILl 10.U"t .. - TEC-CORE PANEL /-- ..) f- / 7 STRINGER FASTENER 5/8"- I8 UNF SOLID STEEL ADJUSTING STUD 5/8-18 UNF STANDARD NUT 3/4" SQUARE x 1L go. STEEL TUBE 4°K 4"* 1/8" STEEL BASE PLATE &PEDESTAL m ADHESIVE h A I WLl D a, *o. Dhrn INTERIOR SYSTEMS' p ~IGL I ESE 5 N7 ER I ORS ID:714-837-1208 JCIN 09'99 16:15 No.013 P.07 2 ENTELA LABORATORIES. INC. .-. 8 9 1 8 3 - 4 0 0 2B- 8'6 C-Tcc; Incorporated Sample Description: Ps~l2 Steel Pedestal DATA SBEBT CISCA 1987, SECTION VI PEDESTAL OVER!I~J~NING. MOMENT TBST Pedestal Description: 4 in. square x 11 Ga. base with 314 in. square upright tube supporting 2.4 in. square x 11 Ga. head. Paatenins Method: A.Z. Bogert 282 Adhcsive Finished Floor Height : 12" Height of Applied Load: 11" Pedestal Height : 11" Test Re6UltS: --.- Pedestal Assembly 1. Horizontal Load: 102 Ibs. 1122 in. lbs. 2. Horizontal Load: 162 lbs. 1782 in. lbs. 3. Horizontal Load: 170 lbs. 1870 in. lbs. 4. Horizontal Load: 161 lbs. 1771 in, lbs. 5. Horizontal Load: 173 lbs. 1903 in. lbs. Average: 1690 in. lbs. All failures were adhesive failuros. .... .' INTERIORS ID:714-837-1208 ;>-un UI:+AI- ar.wv~) notrr. JUDC 17,1998 We look faward io wbikirrg vilh you IO make the rcchnlcal ehnges concnnhg this eauadonrepon Please call me a (562) 699-0543, extmdon XW. if1 em be of funh winmiss. i Youn vey rmly, i INTERIORS ID:714-837-1208 JUN 09'99 16:14 No.013 P.03 .. DI 2 Rcport No. 2281 ? TABLE NO. I ALLOWABLE OVERTURNING RESISTING MOMENTFOR PEDESTALS' * I I I. I IUI I I 111 i ... ...... I I 1 I I8 >S h XI AIYllli""", I? S5 rnl ............ ... .............. I ............... ........ ......-- I? fh ?.I ?4 'I! I I,< I srrl . .. ....... 1 ... s-. typy LATERAL BRACE DETAIL MD!wD€R FIGURE NO. 1 ,E INTERIORS ID:714-837-1208 JUN 09'99 16:13 No.013 P.02 Reporl No. 2201 A~t.vtt>I, IYWJ - Flllnp Category: DESIGN-Mircsllansour (038) TITLE 24 REPORT FOR: 3E Company 1905 Aston Avenue Carlsbad PROJECT DESIGNER: Donald Grover Architect 135 Liverpool Drive, Ste.C Cardiff, CA 92007 (760)436-4951 REPORT PREPARED BY: Michael Dell DELL CO. 1629 York Drive Vista, CA 92084 (619) 940-0064 3 * Job Number: n499e3 Date: 4/20/1999 The COMPLY 24 computer program has been used summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, Ilc (415) 883-5900.