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2282 FARADAY AVE; ; CB973044; Permit
Qo75o7f C ' 04/28/98 13:25 Page 1 of 1 B U I L D I N G P E R M I T Job Address: 2282 FARADAY AV Suite: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 212-061-33-00 Lot#: Valuation: 6,000 Occupancy Group: Reference#: Description: STORAGE SHED 160 SF-CONTAINER Permit No: CB973044 Project No: A9703883 Development No: Construction Type: NEW Status: ISSUED Applied: 10/15/97 Apr/Issue: 04/28/98 Entered By: JM 760 931-9200 FINAL APPROVAL INS~.DATE~ .CLEARANCE CITY Of CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 FOR OFFICE USE ONLY P"ERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 PLAN CHECK NO. 77Z .)/)'-/ f/ EST. VAL. G (JOO I L '7 · · Plan Ck. Deposit . ' ; ,I, Oo Validated By_V...c...""'~~ ........ -.....----- Date ft!5/1 5 +L-.-l Business Name (at this address) ? Legal Description Lot No. Subdivision Name/Number Assessor's Parcel # Fax# Name Address City State/Zip Telephone# Name Address Telephone# ss;r'~bllrdll!1e~~1z1qt.4tri~\ln<. '" (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ Ah>li:~§i~TlOt1::il1!IDl1~:m,t:fk1}i:fl:1tL:., , · . · .1 l ' J, Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE, ______________________________ DATE ________ _ !ri:!\"''~•:Owf{lf4€11---~%:f1I~i:iH:~?.1 ;: ''t' <;,>,;Jte,&1~. ," I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 8' I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(sl licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. 2. 3. I personally plan to provide the major labor and materials for construction of the proposed property improvement. ~S ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______ ,_.0::::..-,--+--1-=---------l'-~:-----------------------=:=-...-""7<--------- PROPERTY OWNER SIGNATURE !@~iiiECil~RWi·:~ -. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site 7 D YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ~'*ili'MltmtmtilfD:filllQtM~llllB1s\'.f':''lii0ft ',1 '·,lr:i;;~/!£4,c('.'.\i':I0L · i. . I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ !1£,i;f~i,!~l!IIBflllil\r,!/eii"iifi[ii:f,]f;;i:;fjj:(1,;ii ,,1;1;'.il):i11i:i:1P;;,, i , · '''1fil;k,'.1fu:!:1i!/5!i}!ii:i!i)ill>, ,l;'i , ! I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time work is need for a p 'od of 180 days (Section 106.4.4 Uniform Building Code). _ \ C _.. (). 1 DATE \ () _ :J -\__J WHITE: File YELLOW: Applicant PINK: Finance PERMIT# CB973044 DESCRIPTION: STORAGE SHED 160 CITY OF CARLSBAD INSPECTION REQUEST FOR 08/05/98 SF-CONTAINER INSPECTOR AREA TP PLANCK# CB973044 OCC GRP TYPE: ITI JOB ADDRESS: 2282 APPLICANT: ISIS CONTRACTOR: OWNER: FARADAY AV REMARKS: C/RON/619/990-6066 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# FA930018 AS930058 FS980035 SE980005 TYPE FALARM ASC FIXSYS swow STE: CONSTR. TYPE NEW LOT: PHONE: 760 931-9200 PHONE: 0 PHONE: INSPECTOR ---#,~-------- STATUS ISSUED ISSUED ISSUED ISSUED ACT COMMENTS 19 ST Final Structural r ----------------29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical .M_ ------------.,<l/7 --------------------'------------------------------ ***** INSPECTION HISTORY***** DATE DESCRIPTION 050598 Ftg/Foundation/Piers ACT INSP AP TP COMMENTS FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING (fIR~ PLANNING CMWD ST LITE PLAN CHECK#: CB973044 PERMIT#: CB973044 PROJECT NAME: STORAGE SHED 160 SF-CONTAINER ADDRESS: 2282 FARADAY AV CONTACT PERSON/PHONE#: C/RON/619/990-6066 SEWER DIST: CA WATER DIST: CA INSPECTE~ ~~ DATE S/til<t~ BY: . INSPECTED: INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: COMMENTS: APPROVED APPROVED APPROVED DATE: 08/05/98 PERMIT TYPE: ITI :r' ~ re; l~ n-~111-~ ~\i ;JI --. , ; !:·\l'. /j !Jfi 1 ") 1998 1/ U LJ Bv 2:: DISAPPROVED DISAPPROVED DISAPPROVED MAR-31 98 14:43 FROM:HOPE ENGINEERING 6194577642 TO:PCA ' \ 1 : : ; . )Q 'r'-\Q ~ 9, ~1~iJ.. PRE. jf.A~~\.~".'r.~'D.. : ~~'t:~ Si:o¾$E:. ~~D · >~1, v '2. \(.p 1/,A_ ' i\ ,-a. ~ ~" ~ "'C:.) • ~ ~ Y."'\J~~A\..L . . . ~~_..:;._,,IZ-...:...,__-.....;,_--===s::..:r "'t'\-4~'.J . l';x 1 <,TT, ~~~c~ ~o~~ WH~~~ qccw~~: Al--lCJ..\Of\~E:: KJ~ $'Aftl''f 'STO\~¼e 1 INC, M-oO~l,. \C:010 MR. Q4'$:::> ·so' 7C-\"1 1 7C-9' H\eq~ STo~Aqc ~cD •••• •••• •••• HOPE: ENGINEERING ~ : I t 1 \ J t ~ I I. 11 t _....,, t I t ,Jc: .~ H..._Jli:' I-I l ~,; •••• Q3eJ Greenwich Orive, Suite 210 ~an Oleg0. CA ~122-59'19 {618} 457•'1358 Tel (619) 457-7642 Fax ~ , 'SI , 9f:) ORAWING NUMl!l:R DATE: 4/20/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3044 EsGil Corporation Professiona[ Pfan ~view 'Engineers SET: IV PROJECT ADDRESS: 2282 Faraday Ave. PROJECT NAME: Isis Pharmaceuticals, Storage Shed D APPLI . REVIEWER D FILE IZJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Sean Tracy Pacific Cornerstone Architects, Inc. 881 O Rehco Rd. Suite C San Diego Ca 92121 Fax# 677-9886 IZJ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sean Tracy ( "1, t-1 ':) Telephone #: 677 -9880 Date contacted: 1,1)20 (by:KJZ.) Fax #: 677-9886 Mail (Telephone) Fax In Person D REMARKS: By: Glen Adamek Enclosures: Esgil Corporation 0 GA 0 CM D EJ 0 PC 4/15/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation Prof e.ssiona[ Pfan fl{f.viwJ 'Enginer.rs f· ~~~CEIVED APR O 9 1~~8 PACIFIC CORNERSTONE ARCHITECTS, INC. DATE: 4/8/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3044 SET: III 0 APPLICANT ~URIS. 0 PLAN REVIEWER fl FILE PROJECT ADDRESS: 2282 Faraday Ave. PROJECT NAME: Isis Pharmaceuticals, Storage Shed D D r--• I • --' D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted hereY'ith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The a°riplicant's copy' of the che·ck 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: Sean Tracy Pacific Cornerstone Architects, Inc. 8810 Rehco Rd. Suite C San Diego Ca 92121 Fax# 677-9886 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: Sean Tracy Telephone#: 677-9880 Date contacted: (by: ) Fax #: 677-9886 Mail (Telephone) Fax In Person REMARKS: By: Glen Adamek Enclosures: . Esgil Corporation D GA DCM ~ EJ D PC 4/2/98 trnsmtl.dot ' ,-... '' . . . . . ' .. I'.,•, '. . ,. 9320ChesapeakeDrive,Suite208 + SanDiego,California92123 + (619)560-1468 + Fax(619)560-1576 . ..... .. , . Carlsbad 97-3044 4/8/98 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one j!J( two ways: \/ 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, _!=ngineering and Fire Departments. V 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 calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2.0~. facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. 5. 7. 10. 11. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes ~ No No foundation plans provided, and electrical plans are not signed. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of li9en&e ~xpiration;md1dat7 plpns pre signed. Business and Professions Code. tj;tt., (,1 frit.4.fili 5fjtVt1lif1-t.,/ .;1 f:f-11-l-V /Yl-" f ~'f"" A, I d P) ttM A , 1-r.') (~-' .r'> 1 11'¼,,l ~.,)f t ·t n t ;ve.,., rf lvV<J Oh the 1plot plah drawn to ~cale, showing the assumed property line between the new low level radiation steel storage shed and the existing shed on southwest side of the new shed. The report by the report by Mary Eriksen-Rattan minimum of 30 feet is between the existing H-2 shed and the new S-1 shed. The plans seem to show only 5 feet 6 inches on sheet A-1. }1/?1' /t/1//1 le/ 1,:;i.1./4 fHc1,,1,.1,,-/ ,.,i,..,, r/ lj, .1l// /,,,;;/~--/ALi·f' i1tv(>l101 f),t1J1l..1 tt,,r11. fi,ev f;7/,f A~--1-f!.1( 11t,:i1t11/t..1 ~1>f111-:'Jf d·, Provide the complete foundations plans and details, signed by the engineer, in the plan set. Show the building connections to the re/iuired foundations as per the . I I t' L::.. 1 j l\ .L j/ engineers ca cu a ions. ./~ A,,, I .rf e-:Jtu--1 ~ Provide construction details for proposed new property line fire rated walls of the existing H-2 shed and the new S-1 shed. Show wall opening fire protection and where wall openings are not permitted. Clearly show the type of construction of each shed. J1 of f i!,111({ I I ' ' f;u... -&faf-7 A , 2. // :f; 11 j/-t-B//,/1 5 p, k ' " . ' t"t ~ Carlsbad 97-3044 4/8/98 16. Show the required landing at the top of the ramp. Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 1004.9. ?t~ s/.i.:f·· A-1..~. + ELECTRICAL PLAN REVIEW + 1993 NEC 1. The electrical notes on sheet E-2.1 is ambiguous: The sheds are identified as "NAP" but the reference notes include new wiring. The plans (even with the NAP sheds) are okay with the exception of clearances "in front of' the shed loadcenters. On the electrical sheets the clearances scale okay but on the architectural sheets the clearances appear nonexistence. Please clearly note the required clearances "in front of' the loadcenters on the architectural and electrical sheets. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above 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. 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 Glen Adamek at Esgil Corporation. Thank you. 'I' FIRE/IUILDING/LIFE SAFETY CODE CONSULTANTS Esgil Corporation Attn: Glen Adamek 9320 Chesapeake Drive -Suite 208 San Diego, California 92123 Pacific Cornerstone Architects Attn: Sean Tracy 881 O Rehco Road -Suite C San Diego, California 92121 'I' 9 April 1998 RE: Isis Pharmaceuticals -Radiation Decay Storage Shed -2282 Faraday Avenue, Carlsbad CA Esgil Corporation Plan Check No. 97-3044 Dear Mr. Adamek and Mr. Tracey: The radioactive materials that will be stored in the new S-1 occupancy Radiation Decay Storage Shed are materials currently stored inside the building in existing Control Areas 2 & 3 [reference: Isis 3/15/93 Technical Report/Hazardous Materials & Occupancy Classification Analysis prepared by Eriksen-Rattan Associates Inc.]. Thus, the Radiation Decay Storage Shed can be included as part of any existing Control Area in the building. Should you have any questions or need additional information, please give me a call. Respectfully, ERIKSEN-RATTAN ASSOCIATES INC. Mary Eriksen-Rattan cc: Cindy Owen, Isis Pharmaceuticals 8989 Rio Son Diego Drive'l'Suile 200'1'Son Diego, CA 92108-1648 Tel. 619,299,6444 Fox 619.299.1229 'I' t-1 ',· ·•·: l 0 d Michael Wall ENGINEERING 10151 Pacific Mesa eovlevorcl Suite 108 San Diego CA 92121 Phone 619-597-2010 Fax 619-597-2042 Fax Transmittal To: Sean Tracy Company: Pacific Cornerstone Re: ISIS Pharmaceuticals From: Randy Minnier Fax#: 619-677-9886 Date: April 14, 1998 MESSAGE TO RECIPIENT: Sean, Please see the attached EsGil correction items. Feel free to call if you need anything else. Thanks. Randy Minnier Job#: 98025 MWE #: 619-597-.2010 MWE Fax #: 619-597-2042. Pages: 3 PLEASE CALL 597•2010 IF YOU DID NOT RECEIVE ALL PAGES NOTE: The information contained in this f&cslmlle document i~ confid!!nliel and is intended only for the use of tha ,ndividval named above. If the roadl'lr of triis rnessaoe Is not the intended recipient, you are hereby notified thllt &nv dlS$6mlnat1on, distribution, and/or copying of this communiczrtion is strictly prol'lit>ited. If you have ,~ceived this communication in error, please notify 1,1s tlY telephone lrnmedletely. 101 51 Pacific Mesa Blv(.1 Suit(} 109 San Diego. CA 92121 Phon~ 619-597-2010 Fax $19-597-2042 ll•1!}1:'ier<:1I H1:,:t.-i1:;il f:nni111·•1)1:: '? ",.-j m==-·-----·-"'·--l•Lllll!l _______ rv_1 .... if.,.b. ... a_e_1 _w__,~!L~~NEERI~ April 14, 199·8 Sean Tracy Pocifi'c Cornerstone Architects 8810 Rehco Road, #C San Diego, CA 92121 /SIS Pharmaceuticals 2282 Storags Shed· Dear Sean, In regard to the EsGil comments dated April 8, 1998, I have the following comments: 1. Please see the revised electrical and architectural plans co indicate 42" clearance in front 9f the new and existing safety storage sheds. Also. review the revised electrical notes on sheet E-2.1. Sincerely, Michael Wall Engineering, Inc. <;&~A--. RandyMi nfer~ Principal •••• •••• ..... HOPE ENGINl!ERING •••• • ~ I I I I I I I 1 11 I ,,•-., I J I 11 • 11 l I I I II • :, 6363 01·eAnwieh Orive Sult,:, 210 . S:in Diego, CA 92122-~949 !819) 457-4358 Tel. (619) 457•?842 ~(UC. hOpMr19@inetworld.net DATE: TO: FAX TRANSMITTAL Tuesday, March 31, 1998 Sean Tracy COMPANY: Pacific Cornerstone Architects FAX#: FROM: RE: 619-677 -9886 Michael W. Devine S. E. . Isis Pharmacuticals HE# 98031 # PAGES: 5 Including Cover Sheet Please note that the original hard copies will be mailed to your office. Comments: Attached ·please find calculations and details for the storage shed anchorage and foundation. 10:3:)tld 2t>9.U.£t>6T9 9NI~33NI9N3 3dOH:wo~~ 8£:01 86 60-8dtl ,. DATE: 3/12/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3044 EsGil Corporation Professiona{ P{an !R.f,view 'Engineers SET:11 PROJECT ADDRESS: 2282 Faraday Ave. PROJECT NAME: Isis Pharmaceuticals, Storage Shed D AN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. 1-:J 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1ZJ The applicant's copy of the check list has been sent to: Ron Gordon 1896 Rutherford Rd Carlsbad CA 92009 No such number 1ZJ Esgil Corporation staff did not advise the applicant that the plan check has been completed. 1ZJ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ron Gordon Date contacted: (by: ) Mail (Telephone) Fax In Person D REMARKS: By: Glen Adamek Esgil Corporation D GA D CM 1:8! EJ D PC Telephone#: (760)603-2384 Fax #: (760)603-0265 Enclosures: 3/2/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3044 3/12/98 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438- 1161. 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) 5.60-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil .Corporation is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 5. Plans and calculations shall be signed by the California state licensed engineer or architect where there ate structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 7. On the plot plan show the assumed property line between the new low level radiation steel storage shed and both the existing sheds on both sides of the new shed. The Dry Chemical fire protection system seem to be access the property line. Please correct. Also, provide plans for both of the existing H-3/H-7 occupancy storage sheds: a) Provide construction details for existing walls of the existing H-3/H-7 occupancy storage sheds, next to the new proposed property lines. i) As per UBC, Table 5-A the walls less than 5 feet from the property line must be four-hour fire rated. ii) As per USC, Table 5-A the walls less than 10 feet from the property line musf be two..:hour fire rated. iii) As per UBC, Table 5-A the walls less than 20 feet from the property line must be one-hour fire rated. Carlsbad 97-3044 3/12/98 b) Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls of the existing wall of the existing H-3/H-7 occupancy storage sheds, next to the new proposed property lines. c) Detail the required access clearances to the electrical load center, break glass fan switch, light switch, and service access to the dry chemical fire protection enclosure. d) If separated buildings are to be treated as one building provide data and calculations for the type of construction of each building, the building Occupancies and required fire rated Occupancy separations and the allowable area for the building as one building. 8. On the first sheet of the plans T-1 Correct the Project Data: • Sheet T-1 shows proposed occupancy classification of the new low level radiation steel storage shed to be H-3, the Technical Report by Eriksen-Rattan Associates Inc. shows proposed occupancy classification to be S-1. Please correct. 10. Provide the foundations plans and details. Show the building connections to the required foundations. Provide the complete plans, detail, and structural calculations. 11. Provide construction details for proposed new property line fire rated walls of the new . As per UBC, Table 5-A the walls less than 5 feet from the property line must be four-hour fire rated, walls less than-1-0 feet from the property line must be two-hour fire rated, and walls less than 20 feet from the property line must be one-hour fire rated. 12. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor-ceiling assemblies or roof-ceiling assemblies. 16. Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 1004.9. 17. Provide evidence of Health Department approval ("You will need to amend your Radioactive Material License # 5386-37 to designate the new building as a storage facility for the radioactive waste."}, where regulated by the local Health Department. • ELECTRICAL 18. See the attached electrical plan check list. • 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 Glen Adamek at Esgil Corporation. Thank you. Carlsbad 97-3044 3/12/98 + JURISDICTION: Carlsbad + ELECTRICAL PLAN REVIEW + 1993 NEC DATE: 3/12/98 + PLAN REVIEW NUMBER: 97-33044 + PLAN REVIEWER: Eric Jensen 1. The permit application only lists one shed. If more than one shed is to be installed, add them to the City permit application. If the permit is only for the one shed, clearly identify the others shown on E-2 as "not a part". 2. Clarify Note 12 on sheet E2.1 as to wiring method: Nonmetallic seal-tight may be used or note that if, metallic seal-tight is used, the ends will be required to be bonded to the electrode conductor. 3. Clearly note the location classification for the interior and areas adjacent to the openings of the shed on the floor plan. The "top view" detail ( 8 1 /2 X 11 sheet provided with plans) shows the installation of a "Flammable Storage Cabinet" interior of the shed. 4. Note what is to be wired interior of the shed under this permit: "Convenience receptacle outlets, miscellaneous interior light fixtures and switches" is adequate unless the location is "classified" (hazardous), emergency ventilation is required, or equipment hook-up is required, i'n which case complete electrical plans will be required. • Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above 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 . DATE: 10/28/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3044 EsGil Corporation Professionaf Pfan 'l(f!.view 'Engineers SET:I PROJECT ADDRESS: 2282 Faraday Ave. PROJECT NAME: Isis Pharmaceuticals, Storage Shed ~"NT ~ REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ~ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdicti_on to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Ron Gordon 1896 Rutherford Rd Carlsbad CA 92009 [8J Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Glen Adamek Enclosures: Esgil Corporation D GA 0 CM D EJ 0 PC 10/16/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3044 10/28/97 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2282 Faraday Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/16/97 REVIEWED BY: Glen Adamek FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-3044 DATE REVIEW COMPLETED: 10/28/97 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws-and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. 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 calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Carlsbad 97-3044 10/28/97 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 4. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 106.3.3. 5. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 6. 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. 7. Provide a plot plan showing the distance from the building to the property lines and other buildings. 8. On the first sheet of the plans indicate: • The floor area of the remodeled area, • Type of construction of the existing building, • Present and proposed occupancy classifications of the remodel area, • The floor where the tenant improvement is located, • The occupant load of the remodel area(s). 9. Provide a fully dimensioned floor plan showing the size and use of all rooms. Draw the plans to scale and indicate the scale on the plan. Section 106.3.3. 10. Provide ICBO # for the Pre-fabricated building, Or provide the complete plans, detail, and structural calculations. a) Provide foundation plans. b) Provide floor plans. c) Provide building sections. d) Provide connection details. 11. Show any fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors and provide construction details for proposed new fire rated walls. 12. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor-ceiling assemblies or roof-ceiling assemblies. Carlsbad 97-3044 10/28/97 13. A one-hour occupancy separation is required between S-1 occupancy and the H-3/H-7 occupancy. Table 3-8. 14. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." In lieu of the above, in a Group B, F, Mor S occupancies, you ma·y note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1004.3. 15. Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Sections 1004.6 and 1004. 7. 16. Regardless of occupant load; a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 1004.9. 17. Provide evidence of Health Department approval ("You will need to amend your Radioactive Material License # 5386-37 to designate the new building as a storage facility for the radioactive waste."), where regulated by the local Health Department. • ELECTRICAL 18. Submit plan showing location of all panels. 19. Submit panels schedules. 20. Submit electrical load calculations. 21. Indicate existing main service size. 22. Indicate existing total main service load. 23. Indicate new additional loads. 24. Indicate wiring method, i.e. EMT, metal flex. 25. Show exit signs on the electrical lighting plan(s). As per Sections 1012 and 1013 of the 1994 UBC, provide two sources of power to exit signs and exit illumination. 26. 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 Glen Adamek at Esgil Corporation. Thank you. Carlsbad 97-3044 10/28/97 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Glen Adamek BUILDING ADDRESS: 2282 Faraday Ave. BUILDING OCCUPANCY: S-l/H-2/H-7 DING PORTION BUILDINGAREA7f (ft. 2) StoraQe BuildinQ. 160 Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 97-3044 DATE: 10/28/97 TYPE OF CONSTRUCTION: Vn VALUATION VALUE MULTIPLIER ($) $ 23.00 $3,680.00 $3,680.00 fZI 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance:$ 63.00 IZI 1991 UBC Plan Check Fee · D Plan Check Fee by ordinance: $ 40.95 Type of Review: !Z1 Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 32.76 Comments: Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB9' 73a 1-4- RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00) PLANNER --------- Docs/Mlsforms/Plannlng Engineering Approvals DATE /t>-d?-97 TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE ------- C: C: C: "' "' "' a: 1[ 1[ [ELD D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB qz-.sol/<:..f Planner Van Lynch APN: 2 \7..:,-06/-3 3 Address '2-c53:?.. f11M~L Phone (619) 438-1161, exension 4325 Type of Project and Use:/IJ/Jt1{ '7/ldll >'It'© Project Density:_....;..N--+',fi'-'------- Zoning: CIA/\. General Plan: PJ: Facilities Management Zone: -I.-- CFD Brrf,,('i'rtv#_==Date of participation: -Remaining net dev acres: -C~cl~ ---- (For non-residential development: Type of land used created by this permit: _ ___.~+'-k,;;__ _______________ ) Legend: ~ Item Complete Q Item Incomplete -Needs your action Environmental Review Required: YES NO ~ TYPE __ _ DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: fl:lD D Discretionary Action Required: YES __ N0 6:_ 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: ------------------------ 6,D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO~ CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 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 If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: NO 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. \ '·· ·~_-::·o····.o-.·. _ , ' -' ' . ' lnclusionar-y. Hc;,using Fee .. r.equir~d: YES· ; No __ · (l;ffec;tiye date cif inctu·sionary Housing. Ordinance -May 21, ·19,93.) . Data .Entry·Ccmpl~ted? YES .. · -_ NO . . '(Ent~r CB 't,t;',UACT;,NEXT'l:'2; Construc:t housing YIN; Enter Fe'e Amount (See .fee schedule for amount); Retu~n) . ,, ' . ' -, ' -' - Site Plan: 1.<.Provide ~ fully dirnen~ional.-~it,e pla,;i ,.d_rawn to scale. Show: North arrow, property lines, ease_mehts·, -e~istin,g and proposed structures, streets, exi~ting street. fmprpvernent'§;,: right-of-way width, dimens:ibnal setbacks and existing · topo:gra_phic~I 'lir.ies. · · · 2 .. Provide legal oescripti9n.of·propetty ahd .assessor's parcel number. Zoning,: ··oo o'· 1 .. ·setbacks::· Front: =:~~:;:~ i;f C. ~~~:~ ---#++.~r--Interior Side: Street .Side: Rear.: Required ·"--' _.._ft_~--.----'---· Shown __ 1;_7_~'-'----· ~ Requited Shown ~ D O·. 2. Accessory structure setbaCKs: Front: Req1:1ired /.l_/4 ---~.:..a...-'--'-"- /o' ' Interior s·ide: Rl;}quired-_· _ __,_ ___ "--- Street Si'de: -Required •ffe:=: --------'----~---Re,c;1 r: He·quired ----'--"=----"'"---'--ICY L Structure .separation: ReqUir:ed · · · ,' ' ' ! -'---'-'-+-''-'-----'--A)/A .. . rk ·IZJ-D Q: 3 •. Lot Coverage: a~ ·Required----=-=-----'-l • • - I I ' ~DD ~D._o., 4. Hei~ht: Regui·red '-' _....,Q=/::;:,=.?'.=. __ _ 8. Parking: . Spaces Heqw.ired_ · · ·. XJ/Cf!~-vec-. Guest Spcfc~s-Required -'----"--'----------'- ------- Shown Shoyvn Shown Shown Shown Shown Shown Shown Shown - 87·-J-1 ·B? ;;='-- 6~' ------- /J~ NrJ"rUfllf) j::;3L p '° fl.l?IAJ G ------- 0 D 0: Additional Comrn.emts_--,--,-------'-----~,.,___,.------,..,,...-------.,...---,---- o!( TO ISSUE AND ENTERED APPROVAL INTO COMPUTER [/.~ DA TE /Or:'2.'?~9 7 : . -,... . . City of Carlsbad 97386 · Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, April 17, 1998 Reviewed by: _______ _ Contact Name Ron Gordon Address 2292 Faraday ------'-------------- City, State Carlsbad CA 92008 ,·s[dg. Dept. No, CB97-3044 Planning No. Job Name 1s1s Pharm. Shed Job Address 2282 Faraday ----~-------------Ste. or Bldg. No. ____ _ igi 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 modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. 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 Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st __ _ 2nd.~--3rd'----- Other Agency ID CFDJob#_---'-97_3~8~6 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 !vfike Peterson City c,f Carlsbad 207 5 L:is Pahnas Carlsbad, CA 92009 Dear Ivlike, ISIS PHARMACEUTICALS Patl'lcl:i M. t.ow1m~h1m Vic::c President Hunii,1 'R.:~1)1ir1,;~.< Tn1~n,el; plowen~tnrn@isisph.com April 13, 1998 As you know fot the last nine years. Isis Ph~rmaceuticals has invested heavily in Catlsbad, both by bringing highly skilled and highly paid employment to the city, as well as by investing dose to $15 million dollars in buildings and improvements. We are tigorous in our employment practices in. encouraging diversity, and complying with all building code requirements to protect ow: employees, our neighbors and the city. We are currently involved in a vety long plan check process to permit a Radiation Decay Shed which was purchased fully assembled and is to be placed ne:i-:t to two existing sheds on our propei:ty at 2282 Faraday Avenue. This is a shed which will contain SS-g2.Uon drums and large boxes of radiation decay. It requires access by a fotk.lift or a handtruck. Employees who would access this shed would need to be able to operate that eqniprncnt or carry heavy loads. Under the terms of the AD/\, anyone who was wheelchair handicapped would automatically not meet the physical re9uirements for this job, and would therefore nnt be hired to perform it. Currently, Esgil ls i:e9uiring ADA ramp access to this shed. This r.equirement is not reasonable co meet the:: needs of the emplqyees who would be putting drun.1s into the shed. The shed does have a forklift .tamp. J would appreciate yow: review <>f this matter. ADA clearly would not put thC! etnployer in the position of hiring someone to do a job which could Wll be modified to meet their requirement. The same level of reason needs to be applied to building requirements. Please call me if you wish to discuss this further. Sincerely, Patricia M. Lowenstam Carl.bad Rcicarch Ctnm 22!12 P:i,aJay A.,,~,,u~ C;;rl,haJ, C/\ 9200/i 760 • 60; • 210, 7<i0 • 9.ll .t. 9200 ;:AX 760 • 9, 1 • 91i.l9 20:3:)t:Jd STRUCTURAL CALCULATIONS ISIS PHARMACEUTICALS Prepared for: Pacific Cornerstone Architects 8810 Rehco Road, Suite C San Diego, CA 92121 Prepared by: Hope Engineering 6363 Greenwich Drive, Suite 210 San Diego, CA 92122 t:JJd:01 March 31, 1998 HE Project #98031 2b9llSb6l9 .~ HOPE ENGINEERING 1301 3rd Ave., Ste. 300 SAN DIEGO, CA 92101 ,JO~ I s, s_ 'SJ:oBACE; ~'--------- SH!iETNO. _________ _ or-______ _ CALCULATED av_._M.ww~P"-------OATE --3..:. ~ I. 9 E:, CHl:CKEDBY--------OATE _____ _ SCALE . 1..9AQS · f\oof- ; OSAO I...OA.0 . \..1."'ll:: \..'OAO ,,:ct~-'-' '10, D f'~ . WA1..1..S . v~AO l..oAO ~,oo~ oe~ \Lll.A;O I \.. \vG:· \..o,\C \(.or b.f~ 'i',d. 0 fl~ ~ oo F-w ~ . . O' ~ ,,. \ I • 4 ""· 4~. Ct> ::. . 7. ~ S"" WAW... W ~ . o\\4 ><. "2 I(, (~.i ?< 11.4 + &.1 x 4C'.j.~) =- 1.. A te:P-A.'-~~ ce s WINO ? := • 0'2 ,<49.G:, )( e,.7 ~ . 'S.<.o~""' ~ P"f -:. . ol"l x 4q. e.o ~ ~ :1 -x 'l'l. ~ '.3/4 -("1. 3S + ,-i. i; ,<. 11. 4->'-Yi x. c., 7 :. -71. c No \Jf)\..1Fi °i\;IS~I~ .f :: . .Q:!t' ~ \.fl') Jt"27\) >(. (1-~5 r-\'2.\) =-~-~K.----.:,. ~ \Jvp"" ,'12'1 .,..(7.'35 ~ i.l 4-11.1 ;,< B.7 x 'h.} -. &'5 ~ (1.3S+ 11.1) ,,_ 11.4/,z ~ --~-1 · :S NO UPuT"I rn:3:>t:1d t:1)d:01 2b9Ll.£b6t9 9NH:133NI 9N3 3d0H : WO~.:l RS:-: : 0t RFi FivH·-li-lH · .• , -;, : ' ' J09 1$'\,S S:,:oQ A~t. S\4sD HOPE ENGINEERING SHt.GTNO. OF 1301 3rd Ave., Ste. 300 CALCULIITG0 9\' MwO C1AT!o ~ -~ l,.3b SAN DIEGO, CA 92101 CHJ;C~ED BY DATli SCALE - : : : ' : i ; : : i : : A.:NcJ-,lo~A~~ : : : : l"OiA.I.. -~\--le.A~ Fof\CE-~ 8-Co"3 \{ W./NO : 4 l;Nc;t4,of\~ v~c\t 8 .. CD~ /4 '2. \ (.t)_ ~ I ~c;, \-t ~ . - : : : : : ~"~ i : : . ~ . ~\\.i\ 9'8-li .w/ : : .4" eMe~.D ,lr-4 : f2cioo f :, ·, : ' : Co~c.-S\.Af> Pl':.f\ \c.e,a ' ~4(.,97 \/d\::; I : ?,1'2.?">'L.\ Ip : : : ; : : : F6uJo.AT1orJ ~_,--'Q..00\'-c..,~-s 'S,To~Gt~ UN-ti ~ w : _. O\~P;i )< \\.4 ~ 4'1.(o +-i.,'3$ + \"l, l 0 :: "4-8-1 : ~I.A~ : C..oi,Jc. w ~ . ,s )'(. . S" ,.. ':)"2 ,<-: 1'1 :: 4~-~ 1..:1-..,e LOA() 'W ~ ~012 1-.150) "-\\ .4 ,:,L 4q, (,., =-1')''2.l .~lo \cs~ --- 1 :. ri -2~ -~ I s ~-,d'2 -.::. f'2'2B. 4 : : c.,, " CO,..JC S''-A~ Ol'J (;i¼Ot rl.c ~"3@ lo'' O,c.,_ E. W, : '2')00 f~~ \"1 l't-J ; : : : ' .., ., " .... .. ..,. ..... , •. , ....... • , . _,..,.,.•-.A,,:. .. ...-1.,.°".~-·• ••••• . .. · ,_....,. .. ___ ...,_..:i..,-,.;~'..N • ._~i...,, .. ,.i,...:..".••.:...•-'·•· .... . 9'•1 . ' I Ml~-. \ ')f')1 ?<. 11'2'-:.< 9' ~1~'4 P~E -f-A~~\cA"'!E.:D. . ~E:.'i::L. .. S"Tc~GiE:. ~~O : ''4 \ ,:::::i ,1 . -I >< ~ :,<. C) .. -? -~INSTALL 0 $ r. ~~~,_,,;&;.-.:.....--..:~=~·:r i)..l~U ~:,< l ~. 8RAC\4:.l" Ul ?/611 ~ ~iL."T\ \(;,$. \l f>ER_ \c.So. -:t1: 4~:t2.1: ( 4 ,orA~ J ·\ :~Cr\ . C'.bR.hH:P( j Wl-l£.f\~ occu~ -s;- Ci> 11 <:.ol4C... ~I.A?., w/ "*--=3 (2 \c!;;:,11 o .<.,;. S.'N, .(\:. ~ r".2')00 p•;°, (Mit-l .") o~ (:iMC\::- Ahic:.~c~Aqt;: Fo~ S'Aft::.-rY <s-To~~e 1 1r-1c . M-oC~L.. 1e::. \ a M~ • '14:,::, _::,o' ·,< \/) 1 "-9' H\~~ STaf\AQfc <;;\-4'eD '" ~ \'-o" r\4A~MACL.1TI CA\. S' •••• •••• ••••• •••• HOPE ENGINEE~ING oS ... , f t , ., • < • t , • • l ,,t, t t · r 1r ·, ,,.._, 1-· 1 M 1·t .:;: 63e3 a~nwlch Drl"8, S11lt1 210 Sal'I 01190. CA 92122-5949 s0:3~t1d t!)d!Dl (819) 457-4358 Tel ha:-lr-l'Ee':"'"": ------n-~,...,..,-~ {m) 4S7-7642 Fax ~ • '3 I • <=fb 2b9llSb51:9 MAR 24 '98 04=44PM TURPIN & RATTAN ENG. P.1/1 ER.IKSEN.,RAJTAN /l S S O C I A T E S, I N C flRl/BUllOIHG/llf[ HHTY COO[ COHSUlTlHTS ... 24 March 1998 Esgil Corporation Attn: Glen Adamek 9320 Chesapeake Drive -Suite 208 San Diego, California 92123 RE: Isis Pharmaceuticals -Radiation Decay Storage Shed • 2282 Faraday Avenue. Carlsbad CA Esgil Corporation Plan Check No. 97-3044 Dear Mr. Adamek: The following comments are in response to your 3-12-98 plan check comment numbered 7.d) for the above-referenced project. Esgil Item 7.d): • Comment: lf'separated buildings are to be treated as one building, provide data and calculations for the type of construction of each, the building occupancies and required tire rated occupancy separations and the allowable area of the building as one building. • Response: ~ The two [2] existing Storage Sheds and the new Radiation Decay Storage Shed are intended to be treated as one [1] building. [NOTE: Response to plan cheek comment numbered 7.a) not needed because the 3 Storage Sheds are addressed as a single building.] ~ Total/Aggregate Area -3 Sheds: </-411 sf • New Radiation Decay Storage Shed: <:/;;161 sf [15.5' x 9.4166' + 1' separation] • Existing H-3/H-7 Storage Sheds: </-250 sf[(1 @9' x 9' + 1' separation)+ 1 @ 9' x 16' + 1' separation] "' Construction Type: V-N [NOTE: Existing Sheds have 1-2 hour exterior walls.) * Occupancy Classification: • New Radiation Deeay Storage Shed [161 $~: S-1 • Existing Chemical Storage Sheds (250 s~: H-3/H-7 ~ Allowable Building Area Calculation: 0.049 + 0.031 + 0.0Z = 0.1 = <1 • H-3 = 250/5, 100 = 0.049 • H-7 -250/8,000 = 0.031 • S-1 -161/8,000 -0.020 Should you have any questions or reciuire additional information, please give me a call. Respectfully, ERIKSEN-RATTAN ASSOCIATES INC. ~~---~~ Mary eriksen-Rattan ~ cc: Sean Tracy, Pacific Cornerstone Architects Cindy Owen, Isis Pharmaceuticals 8989 Rio Son Diogo DriveTSuilc 20hSa" Diego, CA 92106-1648 Tel. 619.299.6444 Fu 619.299.1229 From: Mary Rattan To: Sean Tracey Date: 3/27/98 Time: 10:11 :03 Page 1 of1 ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive -Suite 200, San Diego, California 92108-1648 Telephone (619)299-6444 FAX (619)299-1229 EMAIL erai@eciti.com FAX Date: 3-27 -98 # of Pages 1 To: From: Sean Tracey/PCA Glen Ademak/Esgil MARY ERIKSEN-RATTAN cc: RE: Isis -Radiation Decay Storage Shed I spoke with Glen Ademak/Esgil this morning concerning the above-referenced project. There is no problem with addressing the 3 sheds as a single building, but there are still unresolved issues -i.e.: follows: ___,.,. 1. New Radiation Decay Storage Shed -East Wall [Wall adjacent to existing shed]: + Electrical Panel: >/=3' working/service access clearance to the panel is required by the NEC. Proximity of the new Rad Shed to the existing Shed to the east is <3'. + Fire Extinguishing System Equipment: Same issue as above -inadequate access clearance. 2. 1-Hour Occupancy Separation Between Existing Shed Adjacent to New Radiation Decay Shed: + Esgil has not received sufficient information to verifV that the west wall of the existing shed complies with >/= 1-hour fire-resistive occupancy separation requirements. Isis should have this information, presuming that the shed was previously permitted through the City of Carlsbad. Openings in the west wall of the existing shed and east wall of the new shed must be protected with 60-minute self or automatic closing fire assemblies. For ventilation openings [i.e.: louvered openings], smoke/fire dampers are required per UBC 713.10 & 713.11. + An option available may be to address the 2 existing sheds and new Rad Shed as H-3 Occupancies [rather than S-1 & H-3/H-7], which will eliminate the requirement for occupancy separation between the new Rad Shed and the existing shed to the east. However, I have not seen any information on the new Rad Shed and thus c!o not know if it complies with H-3 Occupancy. This presents another can of worms. 3. Separation Between Existing H-2 Structure & New Radiation Decay Shed: Clearly show on the plans that the location of the new Rad Shed does not encroach into the 30' side yards required for the existing H-2 structure [east & north sides of existing H-2 structure]. Refer to UBC 503.3. I I fl/Jj NUMBER FAXING </.RIC/) l.t77-q8~/d2,. SAFETY STORAGE INC. TELEFAX COVER LE:TTER DATE:~~ 1@ TIME: q !t:3@M TOTAL# OF PAGES ,:2,,, (cover included) PLEASE DELIVER TO: ATTN: ~ · ~kN !Mt½/ TITLE: FIRM: DIVISION I DEPT: ADDRESS: ADDRESS: CITY/ STATE/ ZIP: PHONE# & EXT #: TRANSMITTED FROM: SAFETY STORAGE 24 -HOUR SERVICE FAX# (800)933-0581 FIELD ENGINEER: ~ Ai?-droN SUBJECT ADDITIONAL REMARKS/ COMMENTS: ~ -~ ~~~Av~ . , OPERATOR SENDIN . ~~~~~----PHONE# (800)367-0200 [PLEASE NOTE] PLEASE ALL IMMEDIATELY --TO VERIFY RECEIPT TO VERIFY CLARITY OF FAX'D MATERIAL RELOCATABLE DRUM STORAGE ( "2-HOUR FIRE RATEDtt ) SF H[).:\N-S'::: HOW .:.::.s\:·1· ~{t t ~~~ 'M>; ~ HD.,., ..... CD @<El ~ V CD @<El EB A FD 15'10" LENGTH x 9'3" WIDE x 8'911 HEIGI-IT 8 , .. 8 , .. SAFETY STORAGE MODELFR-30 EGA VERSION "2-HOUR" ROOF /CEILING am 0 FD ~00. ............. GATL ...... -............ ~,.'..SUMP-:·········.-.-,,.-.. ·. ···:. ::.. : . ... .-.·.· / _ ......... S. ... ,·,. ONS .. ,_ . ,.,,,. 7n SU.L HEIGIIT AT SUMP= "2-HOUR FIRE RATED" LEGEND A:. AUDIBLE ALARM FOR DRY CliEM 1·7' ~11 .AF: AIR INLET -FIRE RATED ADJUSTABLE SHELVING lROW • ' - ___ ...1, ___ ]' ' ... >,~,_::.:.. J \ I I ....... \. -· ' «, -------DATE: 10 / 22 / 91 "1-1/2 HOUR FIRE RATED" DOOR ENTITY: ISIS PHARMACEUTICAL SITE: CARLSBAD, CA. X ---------ACCRPTED FOR PRODUCTION A/S: ADJUSTABLE SHELVING,sTEEL CPM: CUBIC F'EET/MIMITE. .OC: DRY CHE.MlCAL HEAD FOR DUM? DCB: DRY CHEMlCAL ROTI1.IVAGENT ER: ELECIIUCAI.. BREAKER (120/20) fill: EXTERlOR. FAN POSlTION PD: FIRE DEPT. HOOK-UP ( 2-1/2") PG: FIBERGLASS FLOORGRATING GC: GROUNDtNG CONNEC110N (EXT.) HD: HOLD-DOWN BRACKETS L: EXP.-PROOP UGH'f l.S: UGI-IT SWITCH SF: SUMP PIPE PlTIING SH: WATml SPRINKLER. SPRAY HEAD V: \/FNf FUMKREVOVALLOCATION CS) w '-w CS) ' I-' l.O l.O CD CS) l.O U1 ---J I-' I-' I-' I-' I-' I-' I-' D o:J 0 "O D G) ('Tl (SI I-' •·1· •• SAFETY STORAGE® INC . 2301 Bert Drive Ha/Jleter. CA 950.23 408/631-5955 FAX:408/637·7405 To Whom It May Concern: February 9, 1998 Safety Storage's Model 30FR and Model 14FR were evaluated by Factory Mutual Research Corporation and Approved as 2-hour fire-rated buildings on November 1, 1989. They comply with the requirements of Factory Mutual Research Class 6049 (Standard for Storage Buildings for Flsmmable and Combustible Liquids). In addition, our Model 32FS was also Approved by Factory Mutual as a 2-hour fire-rated unit on August 12, 1992. Fire resistance is achieved by the utilization of UL Classified gypsum wallboard. Buildings with Serial Numbers 30FR-7045, 14FR-8019, and 32FS-7018 identify specific units located at !SIS Pharmaceuticals, Inc., 2280 Faraday Avenue, Carls- bad, California, 92008. Please be advised that the point of contact at ISIS is Mr. Ron Gordon. His telephone and facsimile numbers, respectively, are (760)-603- 2384 and (760)-803--0265. If you should have any questions, please do not hesitate to contact us. Sincerely, SAFETY STORAGE, INC. J;w,J.w~ ... Kenneth Wilkins Natlonal Technical Director KW:jw Z:G 39\:i'd nnnt 03/l8l98 \\'ED 08:54 FAX 619 929 3820 l ISIS PATENT GROUP 6 I ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, CA .92008 (760) 603-2341 Cynthia V. Owen Health, Safety, & Environmental Manager FAX: (760) 603-2600 Date: 3/ lS\ 9 g To: ~~ ~~ /- Company: Pu..C-<1lc.. ~~ ~.~ Fax: (a\ q -(a 't'1-'?i~{p Pages including cover: ', S?~ / ~ ( '5 Q_ CIPf''{j cry ~ ~+l-_ ~~ °'ff.f7J~ -3:+ is ~s~ lN l~ \;? N. ~001 03/l8dl8 WED 08: 5-l FAX 619 929 3820 ISIS PATENT GROUP ~002 Oepanment of Health Services PacJe 1 of 3 pages RAOIOACTIVE MI\TERLAJ.. LICENSE Atrsuant lo the California Code of Rsgt;lations, Division 1. Tttle 17. Cl'l8r,tet' 5 Subcha,oter 4, Gro(Jp 2. ~~ng of~ M.teri,p, aro in raliara on$latemonts 811d rel)l!SentatiOMhelelolbnlmadebyt/let~. a ficefl.se i$ helebyi~ autht:ming the/~ lo~. use, ,oossess. 1nnffr. orclisposs of rediosc1ive material llst&d below; and to~ :well radioac:we rrr;;terial for the purpose(s) 811d st the pl~s) ~tod below. This license is subject to Bl/ BPPficeble rute.s, regulations. and orr::Jors a the Department a Health Services noN or hereatrer in etrect am to any standa!d or $p(fdtic c:cncfitial sptldffed In this ltoeme. · 1. Uoe,nsee Isis Pharmaceuticals, Inc. 3. l..icellse No. 5386-37 .dmendment NJ.· 16 2. IJ/:k1t8ss 2292 Faraday Avenue Carlsbad, CA 92008 4. Expiration date January 15, 1997 (3) Alt6fltion: Tn:ut Lawley S ln:;peaion agency San Diego County 6. A. "8. c. D. E. F. Radiation Safety Officer Department of Health Services In n>s~me to the letter dated December 1, 1997, signed by Patl..owemtam and amendment request dated November 11. 1997, signed by Cyuthia V. Owen, with atmcbmeufs thereto, license Number 5386-37 is hereby amended ~ follows: Nuclide 7. Fonn 8. Possession Limit Sulfur 35 A. Any A. Not to exceed 300 millicuries. Phosphorus 32 B .. Any B. Not to exceed 75 millicuries. Carbon 14. C. Any C. Not to exceed 100 millicuries .. Hydrogen 3 D. Any D. Not to exceed 700 millicuries. Iodine 125 E. Any E. Not to exceed 20 millicuries. Chromium51 F. Any F. Not to exceed 20 millicuries. G. Phosphorus 33 G. Any G. Not to exceed 100 rnillicuries. 9. Authorized Use A-G. To be used for labeling and as tracers in chemical and biological (in vitro/in vivo) studies. LICENSE. CQNDmONS 10. Radioactive material shall be used only a't the following locations: (a) 2280-B Faraday Avenue. Carlsbad, CA (b) 2292 Faraday Avenue, C.arlsbad. CA (c) · 2282 Faraday Avenue, Carlsbad, CA (d) 1896 Rutherford Road, Carlsbad, CA (Iodination procedures are not authorized). .. .,,-_ ..... 03/18198 \\'ED 08:55 FAX 619 929 3820 ISIS PATENT GROUP @003 State of califomia-Health and Welfare Agency Depa~nt of Health 8elvices RADIOACTIVE Mt\TERIAL LICENSE SLpmentary Sheet Page 2 of 3 pages License Nurrtilr. 5386-37 11. This license is subject to an annual fee for sources of radioactive material authorize.cl to be possessed at any one time as specified in items 6, 7, 8 and 9 of this license. The annual fee for this license is required by and computed in accordance with Title 17, · California Code of Regulations, Sections 30230--30232 and is also subject to an annual cost--of-living adjustment pursuant to Section 100425 of the California Health and Safety Code. 12. Radioactive material may be used only by, or under the supervision of, individuals designated by the Radiation Safety Officer. The licensee shall maintain a list of all such authoriz.ed users for inspection by the Department or its authorized representatives. (See Condition 13 (h)) 13. Except as specifically provided otherwise by this license, the licensee shall possess and use radioactive material described in Items 6, 7, 8 and 9 of this license in accordance with statements, representations, and procedures contained in the documents listed below. The Department's regulations shall govern unless the statements, representations, and procedures in the licensee's application and correspondence are more restrictive than the regulations. (a) The applications with attachments dated September 13, 1989 and later modified by letter with attachments dated October 9, 1989 and January 10, 1990, both signed by Edward L. Brown. (b) The letter dated April 5, 1991, signed by Jo Ellen E. Shoemaker, relative to wipe samples analyses. (c) The application with attachments dated July 29, 1991, modified by the letter dated September 23, 1991, signed by Jo Ellen E. Shoemaker: (d) The application with attachments dated October 28, 1991, signed by Jo Ellen E. Shoemaker. (e) The letter with attachments dated June 22, 1992 and Facsimile lnfonnation Sheet dated December 3, 1992, all signed by Lynne Parshall, Vice President. (f) The letter with attached application dated February 26, 1993 and facility diagram, signed by Cynthia V, Owen, Radiation Safety Officer. (g) The letter with attachments dated April 7, 1993, signed by Cynthia V. Owen, Radiation Safety Officer. (h) Toe application with attachments dated August 30. 1993 signed by Cynthia V. ~ regarding procedures and locations of use. (i) The application with attachments dated February 1, 1994, signed by Cynthia V. Owen. regarding emergency procedures. (j) The application with attachments dated September 23, 1994, signed by Cynthia V. Owen. relative to revised sewer release calculations and package opening procedures. (k) The letter, with attachments, dated August 4, 1995, signed by Cynthia V. (Awn. regarding animal handling procedures. 03ll8l98 \\'ED 08:55 FAX 619 929 3820 ISIS PATENT GROUP RADIOACTIVE ~TER!AL LICENSE St.pmerary Sreet ., ~00-l Page 3 of 3 pages License Nurroer: 53S6-37 (1) The amendment application with attachments dated November 29, 1995 signed Cynthia V. ~ regarding updated package opening procedures and revised ~ training program. (m) The letters dated November 27, 1996 and December 30, 1996, signed by Michael Alston, with attachments relative to addition of use areas at 2282 Faraday A venue facility, addition of new facility at 1896 Ruthelford Road and storage disposal at 1896 Rutherford Road facility. (n) The letter dated November 24, 1997, ·signed by Trent Lawley, with attacbmen:ts thereto, relative to tEe of Safety Storage pre-fabricated structure at 2282 Fanday Avenue facility. ( o) 1be amendment request dated November 11, 1997, signed by Cynthia V. Owen, with aftlchments thereto relative to mised Emergency Procedures. 14. (a) The Radiation Safety Officer in this program shall be Trent I.awley. (b) The Alternate Radiation Safety Officers in this program shall be Cynthia V. ~n and M:uk Gnwam. 15. Radioactive materials shall be used by occupational workers in such a manner that the dose limits specified in Title 10, Code of Federal Regulations, Part 20, Subpart C (Sections 20.1201 through 20.1208) are not exceeded. · 16. Toe licensee shall monitor cx:cupational exposures to radiation and shall supply and require the use of individual monitoring devices by personnel as required by Title l 0, Code of Federal Regulations, Part 20, Section 20.1502 (a). 17. The licensee shall monitor occupational intakes of radioactive material by, and assess the committed effective dose equivalent to, individuals who may have exceeded or are likely to exceed, the limits specified in Title 10, Code of Federal Regulations, Part 20, Section 20.1502 {b). Suitable and timely measurements used for determination of such internal-exposures shall be perfonned as specified by Section 20.1204. 18. This license does not authorize commercial distribution of radioactive material. 19. The licensee is authorized to hold radioactive materials ·with a physical half life of less than 90 days for decay in storage before disp;,sal in ordinary trash provided: (a) Radioactive waste to be disposed of in this manner shall be held for decay in storage for no less than 7 half lives. · (b) Before disp:>sal as nonnal waste, radioactive waste shall be surveyed to determine that its radioactivity cannot be distinguished from background. All radiation labels shall be removed or obliterated. Date December 4. 1997 MAR-319814:43 FROM:HOPE ENGINEERING 6194577642 •••• •••• -~·· •••• HOPE ENGINEERING J. l t fl J1 l l fl I, ... , I I•• di JI I I I~, e:se:s Greenwich Dri',u s~1ite 210 Sa,, Diego, CA 9212:l•5949 (e/191457•43511 Tl'JI. 11319) ai;,. '16a2 Fax hopooi,nglW11)lworld .net DATE: TO: FAX TRANSMITTA~ T!,Jesday, March 31, 1998 Sean Tracy COMPANY: Pacific Cornerstone Architects FAX#: FROM:- RE: 619-677-9886 Michael W. Devine S.E. Isis Pharmacuticals HE# 98031 TO:PCA #PAGES: 5 Including Cover Sheet Please note that the original hard copies will be mailed to your office. Comments: Attached please find calculations and details for the storage shed anchorage and foundation. PAGE:01"05 MAR-319814:43 FROM:HOPE ENGINEERING 6194577642 TO:PCA : q'' M1~. . . :· : I \ I ' : ' . )0 ~ \~ ~ 9· \-\'~K-PRE ifAeP..\r.A"'.!.~V.. 1 : ~~\:: \.... ~--roRA~E:. ~r;o · , 1/4 ~ \ ,, ,-a. -. l( -;;i ""c:> • '=3 -~ ~!>.-''-TA\..\... . . . l!,4-~-'-,,/Z-..;..._-~-=::::.:s::.:r ~~u . ~x 1 ~. ~~~c~ Ho~~ WH~~~ QCCW~~: . f\l~l1~Jl ==·h1=_=\=1~=t=:s:-r1 ':'":'11-=-"!"!\ \=r:::;"i\ ... n-=-::,rt-t-;=."lT=-:r-r----------1 \l\E 1n::.1\l;IH 1· m::=- 5/b" ¢ ~h .. -ri ~~. \\ feR. ~C6o :tt 4t.:ifl1 ( 4 'TOTA\.., \ i~C.H ao~hlt::~) eo '' c.0,-.1.c.._ c:;;-\,.A~ w/ ~ ~ e" o,c... e.w. ~\. ; qc:.p:, ~~ ·• (\>'\)~ ,) CJ 1--l . ~~~~ Al--lc.i:-\o~~l:: ~~ S--Aft,~ ~o\~~e, ,,._ic. M-oce::L.. ,c.:, 1 o MR -':241$:, '70 1 ~ \'1 1 ~ 9' H\~~ STa~Aqe, ~E:D :::: = t : = = •••• •••• •••• \ 'SIS" PHA~MACLl'"f\ C:A\.. S •••• HOPE ENGINEERING ~ ; r , • , , c. • , ~ 11 •_..,a , t-J, ., u,11:: • 1 • ~; s Q3e) GrNnwii;h OriV11, Suite Z1 O San 01900, CA 82122-SMO (619) 4$7,'1358 Tel n:,,:,n~----r',r:'l!-~~..-.-4 (610) 457.7642 Fu ~ , ~ I , 9~ ORAWING NUMBl:R MAR-319814:43 FROM:HOPE ENGINEERING 6194577642 TO:PCA STRUCTURAL CALCULATIONS ISIS PHARMACEUTICALS Prepared for: Pacific Cornerstone Architects 8810 Rehco Road, Suite C San Diego, CA 92121 Prepared by: Hope Engineering 6363 Greenwich Drive, Suite 210 San Diego, CA 92122 March 31, 1998 HE Project #98031 .. . PAGE:03/05 MAR-319814:43 FROM:HOPE ENGINEERING 619q577542 TO:PCA PAGE:04"05 HOPE ENGINEERING 1301 3rd Ave., Ste. 300 SAN DIEGO. CA 92101 S!,!EETNO. ________ (Jp ______ _ CALCUUITEO ov--JM.....:.i.W=D...,______ DA'il: 3 · ":3 \ ·'9b CHl:CkEOl3Y _________ O"-TE _____ _ lOAt;>S. i:i,.· p.of : OEA.0 i,.o~C ; \.. l.....,~ \.:0.-'>-0 ~l..\.iS : vt:.AO ~oAO ~l..00~. 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P = o.4 )( \J2i_iet2:,.5 X (i-~S ~\~.1') =-.:\. ~~ ~ ~ \.>up-:. ,'Z'27 '1'(1.3'5 )( 'ci.'l ~ 1'2. \ )( 8.7 >il ''2.,) -, &5 'X-(1,35+ 1"2,1} )I. 11.4/,z ::. _epi.:s NO u~u~T I I I I I I I I I I I I I I I I I I 1: @SAFETY STORA GE INC. 2301 Bert Drive Hollister, California 95023 Phone: (408) 637-5955 Fax: (408) 637-7 405 STRUCTURAL CALCULATIONS SAFETY STORAGE INC'S STEEL SERIES BUILDINGS Model 1610, MR-2453 for 1515 Pharmaceuticals Carlsbad, CA November 17, 1997 I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project _____ S=-T=E=EL~S=E=R=IE=-S __ _ Sheet 2 of 29 --~---~ Prepared By JJD Date 08/16/96 Checked By Date __ _ DESIGN BASIS -STEEL SERIES The design calculations attached are for Safety Storage lnc.'s Steel Series Building. The exterior walls of the Steel Series Building consist of optional Rigid Insulation Board. The design calculations enclosed cover the structural members used in the Steel Series buildings and reflect the largest building in the series. The Length x Width x Height dimensions used in these calculations reflect the dimensions of a Model 5012. All smaller buildings in this series use the same structural members and are covered under this design. The calculations have been prepared using, at a minimum, the loads required by the 1994 Uniform Building Code. This calculation set may be used where the 1991 Uniform Building Code is specified. Where a multiple number of similar members are used such as roof purlins or wall stiffeners, the worst case member that governs the design is checked. When explosion vent panels are included in the unit, the structure is designed to resist an internal pressure of 100 psf without rupturing or tearing. It is not designed to contain the internal pressure without deformations. I I ® sAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project ____ S_T_E_EL_S_E~R~IE_S __ _ Sheet 2A of 29 ------Prepared By ___ JJ_D_Date 11/17/97 Checked By Date __ _ PROJECT SPECIFIC DESIGN DATA MODEL 1610, MR-2453 Building Dimensional Data: Length Width Height = = = 186.75" 114.25" 104" Centerline to Centerline Anchor Bolts: Length Width = = Anchor Bolt Reactions: 184.75" 102.62" (per corner tie down location -4 total) Uplift per Bolt = Horizontal per Bolt = 1.81 kips 1.25 kips Building Weights (Approx): Building Dead Load Accessory Dead Load Building DL -1: Access Uniform Bid DL + Access = = = = 9,372 lbs 1,406 lbs 10,778 lbs 72.74 psf I I ® sAFETY STORAGE INC. 2301 Bert Drive Project STEEL SERIES I Hollister, CA 95023 Sheet 3 of 29 Phone: (408) 637-5955 Prepared By JJD Date 08/16/96 Fax: (408) 637-7405 Checked By Date I INDEX DESCRIPTION SHEET NO. I Cover Page 1 I Design Basis 2 Project Specific Design Data 2A I Index 3 Design Loads, Load Combinations, Materials 4 I Dimension Overview 5 Tare Weight 6 I Wind Load 7 Seismic Load 8 I Overturning 9 Fillet Weld Capacity 10 I Roof Diaphragm 11 Shear Wall 12 I Roof Plate 13 Roof Purlin 14 I Door Lintel 15 I Wall Plate 16 Wall Stiffener 17 I Floor Support 18 Floor plate -Sump floor 19 I Explosion Pressure 20 Explosion Pressure -Roof Plate .21 I Explosion Pressure -Roof Purlin 22 Explosion Pressure -Door Lintel 23 I Explosion Pressure -Wall Plate 24 Explosion Pressure -Wall Stiffener 25 I Appendix "A" {Section Properties) 26-29 I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: -(408) 637-7405 Project ----~ST~E~E_L S_E_R~IE_S __ _ Sheet 4 of 29 ---'------- Prepared By JJD Date 08/16/96 Checked By Date __ _ DESIGN CODE: 1994 Uniform Building Code Design Loads: 20 psf 40 psf Roof Live Roof Snow Floor Live Floor Live 250 psf (Fiberglass Grating) 500 psf (Steel Grating) Wind Load Seismic Zone Explosion Load 110 mph, Exposure "C" Zone4 Load Abbreviations DL = Dead Load LL = Live Load SL = Snow Load WL = Wind Load EQ = Seismic Load Load Combinations: 100 psf 1. DL + LL (Floor) + LL (Roof) or SL (Roof) 2. DL + LL (Floor) + WL or EQ 3. DL + LL (Floor) + WL + SL/2 4. DL + LL (Floor) + SL + WL/2 5. DL + LL (Floor) + SL + EQ Materials: Cold Formed Steel Hot Rolled Steel Tube Steel ASTM A-569 ASTM A-36 ASTM A-500 "B" Fy = 38.0 ksi Fy = 36.0 ksi Fy = 46.0 ksi 1" Duradek T-3500 Fire Retardent Resin Fiberglass Floor Grating or 1" 1KG Borden Type W/B Series 3 Steel Grating f i~ I, i ) } } l \ i 'l ) ,, \ ~ i r NOTES, li TANK TO BE LOCATED OUTSIDE OF HAZARD AREA IN A WEATHER PROTECTIVE ENCLOSUR~ 2, LOCATE RPS-M REMOTE PULL STATION TO CUSTOMER SPECIFICA TlDN, . ~ 96.50 ND. 2 3 4 5 6 7 8 9 REV.• REYISIOI A In'tlo.l Dre.wing ;I ~ ,,,,.., ./ ' / ' ../ ' / ' ../ ' .@ ' 44,25 88,50 52.50 I I I I I [ I· 1os.oo r.n._:---..i OVERHEAD VIEW OF NOZZLE LOCA TIDN 177.00 1.D. QTY, · MODEL NO, DESCRIPTION l. 1 1 2 1 1 1 1 1 PCI-25sABC-90 25lb ABC PRESSURIZED CYLINDER -90 DEGREE MOUNTING BRACKET MB-15 MCH I N-TF-ABC MS-DPDT FLK-1 FL-165 BAC-612 RPS-M Dl'iTE 12/1/9 MECHANICAL CONTROL HEAD TOTAL FLOOD NOZZLES DPDT MICRO SVITCH FLK-1 TERMINAL LINK KIT FUSIBLE LINK f65 F INDOOR/OUTDOOR G' BELL REMOTE MECHANICAL PULL STATION IN-ESS OTHER'J[SE SPECIFIED DlME:NSICINS ARE IN INCHES Pyro CheM~ 301 Division TU.ERANCES ARE• 2 PLACE DEC. :! .Ol 3 PLACE DCC. i .00::S fRACTIONS :t 1/64 Boonton N . ..J, Inc. S-t. 07005 AIIC",LtS ± I' D\./N BY LBG CHKD BY TITLE . SAFETY STORAGE MODEL ft 1610 SS-1610 IR~. I I ® sAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project ____ S=t=ee"-'---1 S=e=ri=es'------ Sheet ---"5'-------'of 29 Prepared By JJD Date 08/16/96 Checked By Date __ _ DIMENSIONAL OVERVIEW (Model 5012 Shown) 1- L = 594. 75" = 49.56' ID= 585.00" = 48.75' PLAN VIEW ' : Ave ID SIDE ELEVATION = 94.25" =7.85' ~ ,_ ; ,I ID= 128.00" = 10.67' W= 137.25" = 11.44' END ELEVATION " .~ H = 104.00" = 8.67' I I ® sAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 TARE WEIGHT -Building Dead Load Roof 12 GA Plate (Top) Roof Purlins @ 24" o.c. Inside Skin (Opt w/ Insulation) Misc. Total Floor Steel Grating Grating Support 12 GA Floor Plate C4x5.4 Support Channel Misc. Total Walls 12 GA Plate (Outside) Wall Stiffener Wall Stud (Opt w/ Insulation) Inside Skin (Opt w/ Insulation) Misc. Total 4.3 psf 2.8 psf 2.0 psf 3.9 psf 13.0 psf 5.2 psf 2.6 psf 4.3 psf 2.7 psf 2.0 psf 16.8 psf 4.3 psf 2.3 psf 0.8 psf 2.0 psf 2.0 psf 11.4 psf Project ----~S~TE=E=L~S=ER'--'-IE=S"----- Sheet 6 of 29 --~------c Prepared By JJD Date 08/16/96 Checked By Date __ _ Roof Area = (137.25" x 594.75") / 144 = 566.87 sq ft DL = 13.0 psf x 566.87 sq ft= 7,369 lbs Floor Area = (137.25" x 594.75") / 144 = 566.87 sq ft DL = 16.8 psf x 566.87 sq ft= 9,523 lbs Side Wall Area = 2 x (137.25" x 104.00") / 144 = 198.25 sq ft DL = 11.4 psf x 198.25 sq ft = 2,260 lbs Front & Rear Wall Area = 2 x (594.75" x 104.00") / 144 = 859.08 sq ft DL = 11.4psfx859.08sqft=9,794Ibs Building Dead Load= 7,369 lbs+ 9,523 lbs + 2,260 lbs+ 9,794 lbs= 28,946 lbs (Tare Weight) Bid DL + Accessories (2D% of Bid DL) = 28,946 lbs+ 5,789 lbs= 34,736 lbs Uniform Distributed Load (DL +Access)= 34,736 lbs/ ((137.25" x 594.75") / 144) = 61.28 psf I I I I I I I I I I I I I I I I I I I ® sAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project _____ ST_E_E_L_S_ER~IE_S ___ _ Sheet 7 of 29 ---'---------Prepared By JJD Date 08/16/96 Checked By Date __ _ WIND LOAD -Based on 110 mph Exposure C Ce = 1.06 q5 = 31.0 psf lw = 1.15 (Table No. 16-G, Exposure C) (Table 16-F, Wind Speed 110 mph) (Table 16-K, 2. Hazardous Facilities) P = Ce Cq qs lw = 1. 06 X Cq X 31. 0 psf X 1.15 = 37.79 Cq Primary Frames and Systems Cq = 0.8 (Method I, Windward Wall, Inward) = 0.5 (Method I, Leeward Wall, Outward) = 0.7 (Method I, Roof-Slope< 2:12, Outward) P = 37.79 X 0.8 = 30.23 psf P = 37.79 X 0.5 = 18.89 psf P = 49.13 psf P = 37.79 X 0.7 = 26.45 psf (Windward Wall, Pressure) (Leeward Wall, Suction) (Total Horizontal Wind Load) (Roof Uplift) Total Horizontal Wind Load V = 49.13 psf x (594.75" x 104.00" / 144) / 1000 = 21.10 kips Elements and Components Cq = 1.2 (Wall Elements, Inward & Outward) = 1.3 (Roof Elements -Slope < 58.3%, Outward) P = 37.79 X 1.2 = 45.35 psf p = 37.79 X 1.2 = 45.35 psf P =37.79x1.3=49.13psf (Windward Wall, Pressure) (Leeward Wall, Suction) (Roof Uplift) I I I I I I I I I I I I I I I I I I I @SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project _____ S_T~E~E_L_S_E~R~IE~S __ _ Sheet 8 of 29 --~---- Prepared By JJD Date 08/16/96 Checked By Date __ _ SEISMIC LOAD -Based on Seismic Zone 4 C z I Rw = 2.75 = 0.40 = 1.25 = 6.00 V = (ZIC/ Rw) xW {Section 1628.2.1) (Table 16-1, Seismic Zone 4) (Table 16-K, 2. Hazardous Facilities) (Table 16-N, 1.1.b) = (0.40 X 1.25 X 2.75 / 6.0) X W = 0.23 W W = DL + Ace + RSL + FLL DL = Dead Load Building Ace = Dead Load Accessories RSL = 25% of the Roof Snow Load if Roof Snow Load > 30 psf. FLL = 25% of Heavy Storage Live Load of 250 psf DL = 28.95 kips Ace = 5.79 kips RSL = 0.25 x 40 psfx (137.25" x 594.75" / 144) / 1000 = 5.67 kips FLL = 0.25 x 250 psf x (137.25" x 594.75" / 144) / 1000 = 35.43 kips W = 28.95 + 5. 79 + 5.67 + 35.43 = 75.83 kips Seismic Horizontal Load V = 0.23 x 75.83 k = 17.44 kips SEISMIC LOAD= 17.44 kips < WIND LOAD= 21.10 kips WIND LOAD GOVERNS DESIGN I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 OVERTURNING P1 > W1 t t f T W2 IP, t t t l DL 125.62" (CL to CL Anchor Bolts) W1 = 49.14psfx594.75"/12=2435plf W2 = 26.45 psf x 594.75" / 12 = 1311 plf CL to CL Anchor Bolts W (Building Width) L (Building Length) H (Building Height) = 125.62" = 137.25" = 594.75" = 104.00" = 10.47' = 11.44' = 49.56' = 8.67' Project _____ S=-T=E=EL=-S=E=-R=IE=-S __ _ Sheet 9 of 29 --..C..---------' Prepared By JJD Date 08/16/96 Checked By Date __ _ t t 104.00" 0 ~ P1 = (2435 plf X 104.00" / 12) / 1000 = 21.10 kips P2 = (1311 plf X 137.25" / 12) / 1000 = 15.00 kips (Overturning Moment) MoT = (P1 xH/2) + (P2 x W/2) = (21.10 kips x 8.67'/2) + (15.00 kips x 11.44'/2) = 177.2 kip-ft (Resistance Moment) MR = (DL x CL/2) = 28.95 kips X 10.47'/2 = 151.5 kip-ft (Safety Factor) SF =MR/M0T= 151.5kip-ft/177.2kip-ft = 0.86 (USC 94 Sect 1619.1) MoT <= 2/3x MR ====> Therefore, SF (Required) = 1.5 Solve for Tension: MoT = 2/3x (MR + TxCL) ·177_2 kip-ft= 2/3 (151.5 kip-ft + Tx10.47') (Tension Force) T = 10.92 kips For Sliding, useµ= 0.3, Net Resistance=µ (Dead Load -Uplift)= 0.3 ( 28.95 k-15.00 k) = 4.19 kips Wind Force= 21.10 kips > 4.19 kips Shear Force = 21.1 O kips -4.19 kips = 16.92 kips PROVIDE TIE DOWN AT EACH CORNER ( 4 Total) EACH TIE DOWN SHALL BE ABLE TO TAKE T/2 = 5.46 kips TENSION FORCE AND V/4 = 16.92 kips/ 4 = 4.23 kips SHEAR FORCE I I ® sAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project ----~S-'-'TE=E=L--=-S=ER"-"-l=ES=----- Sheet 1 o of 29 Prepared By --~JJ=D ____ Date 08/16/96 Checked By Date __ _ FILLET WELD CAPACITY (Ultimate Strength) Fu = 70 ksi (assumes E70xx electrodes) (Yield Strength) Fy = 36 ksi (minimum yield of base materials) (weld width) y = 0.125 in (effective throat) te = 0.707 x y = 0.707 x 0.125 in= 0.0884 in (allowable weld shear) fv = 0.3 x Fu= 0.3 x 70 ksi = 21 ksi (weld shear flow) V = fv x 4 = 21 ksi x 0.0884 in x 1000 = 1856 pli (allowable base shear) fv = 0.4 x Fy = 0.4 x 36 ksi = 14.4 ksi (base shear flow) V = fv x y = 14.4 ksi x 0.125 in x 1000 = 1800 pli ALLOWABLE WELD STRENGTH = v = 1800 PU = 21.6 KIP/FT I I ® sAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 ROOF DIAPHRAGM L I t t (Wind Load on Diaphragm) L = 594. 75" = 49.56' (Max Length Building in Steel Series) t t t w Project -----=S'-'-'TE=E=-L =SE=-R='E=-s __ _ Sheet 11 of 29 Prepared By ----"J'"""'JD=c.,__Date 08/16/96 Checked By Date __ _ -' I ' lv W = 90.25"= 7.52' (Most Narrow Width Building in Steel Series) ,:, t t w = (49.13 psf X 8.67') / 2 = 213 plf (Roof Diaphragm Shear Force) V = (213 plf X 49.56') / 2000 = 5.28 kips (Shear I Foot) V = (5.28 kips/ 7.52') X 1000 = 702 plf (Shear Stress in 12 GA) fv = (702 plf) / (0.1046" X 12") = 560 psi (Allowable Shear Stress) Fv = 952 psi (per AISC ASD, 9th Ed., Section F4) 12 GA. ROOF PANELS SHALL BE CONNECTED TO EACH OTHER WITH CONTINUOUS 1/8" FILLET WELDS AND TO ROOF PURLINS WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C. EXTERIOR EDGES OF PLATE SHALL BE WELDED TO ADJOINING MEMBERS WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C. I I ® SAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 SHEAR WALL w (Wind Load on Diaphragm) V Project -----=S--'--'TE=E=-L S=E=R=IE-=-S --- Sheet 12 of 29 Prepared By ___ J~JD~_Date 08/16/96 Checked By Date __ _ H = 104.00" = 8.67' (Max Height Building in Steel Series) i W = 90.2:= 7.52' j (Most Narrow Width Building in Steel Series) w = (49.13 psf X 49.56') / 2 = 1218 plf (Side Wall Diaphragm Shear F) V = (1218 pff X 8.67') / 2000 = 5.28 kips (Shear per Foot) V = (VIL) = (5.28 kips/ 7.52') x 1000 = 702 plf (Shear Stress in 12 GA) fv = (702 pff} / (0.1046" X 12") = 560 psi (Allowable Shear Stress) Fv = 952 psi (per AISC ASD, 9th Ed., Section F4) 12 GA. WALL PANELS SHALL BE CONNECTED TO EACH OTHER AND TO STIFFENERS WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C. BOTTOM OF STIFFENl;RS SHALL BE WELDED TO WALL PANEL WITH 1/8" FILLET WELD 7" LONG FROM BOTTOM OF SUMP, BOTH SIDES OF STIFFENER. EXTERIOR EDGES OF PLATE SHALL BE WELDED TO ADJOINING MEMBERS WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C. I I I I I I I I I I I I I I I I I I I @SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project _____ ST_E_E_L S_E_R_IE_S __ _ Sheet 13 of 29 Prepared By __ --=-:JJ=-=D;...__Date 08/16/96 Checked By Date __ _ ROOF PLATE MATERIAL-12 GAGE (Dead Load) DL (Roof Snow Load) SL (Total Load) TL (Span Length) L (Unbraced Length) Lu (Uniform Load) w (Bending Moment) (Elastic Section Mod) Sx (Bending Stress) fbx (Allowable Bending) Fbx = 4.3 psf = 40.0 psf = 44.3 psf = 24" (Roof Purlins@ 24" o.c.) = 24" -3.5" = 20.5" = 44.3 psf x 12.0" x (ft/12 in)2 = 3.69 pli = 1/8x ( WL/) = 1/8 x ( 3.69 pli x (20.5 in)2) = 193.9 in-lb (per 12" width) = 1/6x(12"x(0.1046'')2) = 0.0219in3 = Mx / Sx = (193.9 in-lb/ 0.0219 in3 ) / 1000 = 8.85 ksi = 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi BENDING STRESS, fbx = 8.85 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi I I ® SAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: ( 408) 637-5955 Fax: (408) 637-7405 Project _____ S"-'T=EE=L~S=E~Rl=ES~--- Sheet 14 of 29 Prepared By __ ----"-'JJ=D'--_Date 08/16/96 Checked By Date __ _ ROOF PURLIN TS 3-1/2 x 3-1/2 x .120 @ 24" o.c. (Area= 1.58 in2, Sx = 1.70 in3, Ix= 2.98 in4) (Dead Load) (Roof Snow Load) (Total Load) (Span Length} (Uniform Load) (Bending Moment} (Bending Stress) (Allowable Bending) DL SL TL L w Mx fbx Fbx = 13.0 psf = 40.0 psf = 53.0 psf = 128.04" = 53.0 psf x 24" x (ft/12 in)2 = 8.83 pli = 1/8 x ( WL2) = 1/8 x ( 8.83 pli x (128.04 in)2) = 18,095 in-lbs = MxlSx = ((18,095in-lbs)/1.70in3 )/1000=10.64ksi = 0.60 F y = 0.60 x 46 ksi = 27.6 ksi BENDING STRESS, fbx = 10.64 ksi < ALLOWABLE BENDING, Fbx = 27.6 ksi (Allowable Deflection} ~allow = L / 240 = 128.04 in/ 240 = 0.53 in (Deflection) ~max = (5 X W XL 4) / 384 X EX Ix = (5 x 8.83 pli x (128.04 in)4) / (384 x (29 x 106 psi) x 2.98 in4) = 0.36 in DEFLECTION, Llmax = 0.36 in< ALLOWABLE DEFLECTION, Llanow = 0.53 in OKAY I I ® sAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: ( 408) 637-5955 Fax: (408) 637-7405 DOOR LINTEL Project _____ S=-T=E=EL"-S"-"E'-'--'R=IE=-S __ _ Sheet 15 of 29 Prepared By --~JJ=D __ Date 08/16/96 Checked By Date __ _ (Area = 2.06 in2, Sx = 3.1 0 in3, Ix= 1 0. 75 in4) (Dead Load) DL = 13.0 psf (Roof Snow Load) SL = 40.0 psf (Total Load) TL = 53.0 psf (Unbraced Length) Lu = 100" (Uniform Load) w = 53.0 psf x (137.25 in/ 2) x (ft/12 in)2 = 25.26 pli (Bending Moment) Mx = 1/8 x ( WLi/) = 1/8 x (25.26 pli x (100 in)2) = 31,575 in-lb (Bending Stress) fbx = MxlSx = 31,575in-lb/ 3.10in3 /1000=10.19ksi (Allowable Bending) Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi BENDING STRESS, fbx = 10.19 ksi < ALLOWABLE BENDING, Fbx = 22.8 ksi, OKAY (Allowable Deflection) Llallow = L / 240 = 100 in/ 240 = 0.42 in (Deflection) Llmax = (5 X W X L 4) / 384 X Ex Ix = (5 x 25.26 pli x (100 in)4) / (384 x (29 x 106 psi) x 10. 75 in4) = 0.11 in DEFLECTION, ~max= 0.11 in< ALLOWABLE DEFLECTION, ~allow= 0.42 in OKAY I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project _____ S_T=E~EL_S~E_R=IE~S __ _ Sheet 16 of 29 Prepared By ___ J~JD __ Date 08/16/96 Checked By Date __ _ WALL PLATE MATERIAL -12 GAGE (Wind Load) WL = 45.35 psf (Span Length) L = 32. 0" (Wall Stiffener@ 2'-8" o.c.) (Unbraced Length) Lu = 32" -5" = 27" (Uniform Load) w = 45.35psfx12.0"x(ft/12in)2 =3.78pli (per12"width) (Bending Moment) Mx = 1/8 X { WL/) = 1/8 X { 3.78 pli X (27')2) = 345 in-lb (Elastic Section Mod) Sx = 1/6 X (12" X (0.1046'')2) = 0.0219 in3 (Bending Stress) fbx = Mx / Sx = ( 345 in-lb/ 0.0219 in3 ) / 1000 = 15.8 ksi (Allowable Bending) Fbx = 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi BENDING STRESS, fbx = 15.8 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi, OKAY I I ® sAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 WALL STIFFENER Project --------=S'-'-'TE=E=L...:::S=ER'-.!!I=Es~--- Sheet 17 of 29 Prepared By __ ---=.J!!.!JD~_Date 08/16/96 Checked By Date __ _ (Area = 1.46 in2, Sx = 0.95 in3, Ix= 1.36 in4, rx = 0.97 in) (Span Length) (Axial Load) (Wind Load) (Uniform Load) (Bending Moment) (Axial Stress) (Bending Stress) (Effective Length) (Column Slenderness) L p WL w Mx fa fbx Klxfrx = 91.88" = 53.0 psf x (137.25"/2) x (32") x (ft/12 in)2 = 808.25 lb = 45.35 psf = 45.35 psf x 32" x (ft/12 in)2 = 10.08 pli = 1/8 x ( WL2) = 1/8 x (10.08 pli x (91.88 in)2) = 10,637 in-lb = P/A = 808.25 lb/ 1.46 in2 = 554 psi = Mx / Sx = 10,637 in-lb / 0.95 in3 / 1000 = 11.20 ksi = (1.0 X 91.88") / 0.97" = 94. 72 Cc = (21t2E I Fy}112 = {(21t2 x 29,000 ksi) / (38 ksi)} 112 = 122.74 Since Klxfrx = 94. 72 < Cc = 122. 7 4 (Allowable Axial) Fa (Allowable Bending) Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi (Combine Bending & Axial) (fa/ Fa) + (fbxf Fbx) = (0.55/14.05) + {11.20/22.8) = 0.53 « 1.0 COMBINED BENDING AND AXIAL STRESS= 0.53 << 1.0, OKAY (Allowable Deflection) ~allow = L / 180 = 91.88 in/ 180 = 0.51 in (Deflection) ~max = (5 X W X L 4) / 384 X EX Ix = (5 x 10.08 pli x (91.88 in)4) / (384 x (29 x 106 psi) x 1.36 in4) = 0.24 in DEFLECTION, Limax = 0.24 in= ALLOWABLE DEFLECTION, ~allow= 0.51 in OKAY I I I I I I I I I I I I I I I I I I I @SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 FLOOR SUPPORT (Maximum Spacing = 32") Project ------=-ST=E=EL"-S"-"E~R=IE=-S __ _ Sheet 18 of 29 Prepared By --~JJ"""'D'--_Date 08/16/96 Checked By Date __ _ (Area= 1.89 in2, Sx = 3.61 in3, Ix= 7.67 in4) (Dead Load) DL = 5.20 psf (Live Load) LL = 500.00 psf (Total Load) TL = 505.20 psf (Unbraced Length) Lu = 24" (Uniform Load) w = 505.20 psf x (32") x (ft/12 in)2 = 112.3 pli (Bending Moment) Mx = 1/8 x ( WL/) = 1/8 x (112.3 pli x (24 in)2) = 8083 in-lb (Bending Stress) fbx = Mx / Sx = 8083 in-lb I 3.61 in3 / 1000 = 2.24 ksi (Allowable Bending) Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi BENDING STRESS, fbx = 2.24 ksi < ALLOWABLE BENDING, Fbx = 22.8 ksi, OKAY (Allowable Deflection) Liallow = L / 360 = 24 in/ 360 = 0.07 in (Deflection) Limax = (5 x W x L 4) / (384 x Ex Ix) = (5 x 112.3 pli x (24 in)4) / (384 x (29 x 106 psi) x 7.67 in4) = .002 in DEFLECTION, ~max·= .002 in< ALLOWABLE DEFLECTION, ~allow= 0.07 in, OKAY I . 1 I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC . 2301 Bert Drive . Hollister, CA 95023 Phone: ( 408) 637-5955 Fax: (408) 637-7405 Project _____ S~TE=E~L ~SE_R=IE~S __ _ Sheet 19 of 29 Prepared By __ -'J=J=-D_Date 08/16/96 Checked By Date __ _ FLOOR PLATE -SUMP FLOOR MATERIAL -12 GAGE Max Depth of Sump= 7.0" (Live Load) LL (Span Length) L (Uniform Load) w (Bending Moment) Mx (Elastic Section Mod) Sx (Bending Stress) fbx (Allowable Bending) Fbx = 120 pcf x 7" x (ft/12in)3 = 0.486 psi = 24" = 0.486 psi x (12.0") = 5.83 pli (per 12" width) = 1/8 x ( WL/) = 1/8 x (5.83 pli x (24 in)2) = 420 in-lb = 1/6x(12"x(0.1046'')2) = 0.0219in3 = Mx / Sx = 420 in-lb/ 0.0219 in3 / 1000 = 19.18 ksi = 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi BENDING STRESS, fbx = 19.18 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi, OKAY I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 EXPLOSION PRESSURE Project -----=-ST--=E=E=-L ~SE=R=1E=s'----- Sheet 20 of 29 Prepared By --~JJ'---D~_Date 08/16/96 Checked By Date __ _ The following calculations apply when explosion relief construction is incorporated in the design of the building (i.e., explosion vent panels are included in the unit). An explosion force of 100 psf is used in these calculations. Under this explosion force, the building may deform locally but will not rupture or tear allowing the release of flying material. It is possible for an actual explosion force to exceed 100 psf depending on what type of material is being stored. Explosion loads greater than 100 psf are beyond the scope of these calculations. I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: ( 408) 637 -5955 Fax: (408) 637-7405 Project _____ S=-T=E=EL=--'S=E==-=R=IE-=-s __ _ Sheet 21 of 29 Prepared By ___ J_JD __ Date 08/16/96 Checked By Date __ _ ROOF PLATE -EXPLOSION PRESSURE MATERIAL-12 GAGE (Span Length) L = 24" (Roof Purlins@ 24" o.c.) (Unbraced Length) Lu = 24" -3.5" = 20.5" (Purlins 3.5" tube) (Explosion Load) EL = 100 psf (Uniform Load) w = 100 psf x 12.0" x (fV12 in)2 = 8.33 pli (per 12" width) (Bending Moment) Mx = 1/8 x ( WL/) = 1/8 x (8.33 pli x (20.5 in)2) = 438 in-lb (Elastic Section Mod) Sx = 1/6 X (12" X (.1046'°)2) = 0.0219 in3 (Bending Stress) fbx = Mx / Sx = 438 in-lb/ 0.0219 in3 / 1000 = 20.00 ksi (Allowable Bending) Fbx = 38.0 ksi BENDING STRESS, fbx = 20.00 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi, OKAY I . I ® SAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: ( 408) 637 -5955 Fax: (408) 637-7405 Project ----~S~TE=E~L_SE_R=IE~S __ _ Sheet 22 of 29 Prepared By ___ J~JD~_Date 08/16/96 Checked By Date __ _ ROOF PURLIN -EXPLOSION PRESSURE TS 3-1/2 x 3-1/2 x .120 @ 24" o.c. (Area = 1.58 in 2, Sx = 1. 70 in 3, Ix = 2.98 in4 } (Explosion Load} EL = 100.0 psf (Span Length} L = 128.04" (Uniform Load} w = 100.0 psf x 24.0" x (ft/12 in)2 = 16.67 pli (Bending Mot) Mx = 1/8 x ( WL 2) = 1/8 x (16.67 pli x (128.04 in)2) = 34,162 in-lb (Bending Stress) fbx = MxfSx = (34,162in-lb}/1.70in3 /1000=20.10ksi (Allowable Bending) Fbx = 46.0 ksi BENDING STRESS, fbx = 20.10 ksi < ALLOWABLE BENDING, Fbx = 46.0 ksi, OKAY I I ® SAFETY STORAGE INC. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project ----~S-'-'TE=E=L~SE=R=IE=S __ _ Sheet 23 of 29 Prepared By __ ~J----'JD=--_Date 08/16/96 Checked By Date __ _ DOOR LINTEL -EXPLOSION PRESSURE (Area= 2.06 in2, Sx = 3.10 in3, Ix= 10.75 in4) (Explosion Load) (Unbraced Length) (Uniform Load) (Bending Moment) (Bending Stress) (Allowable Bending) EL Lu w Mx fbx Fbx = 100.0 psf = 100" = 100.0psfx(137.25"/2)x(ft/12in)2 =47.66pli = 1/8 x ( WL/) = 1/8 x (47.66 pli x (100 in)2) = 59,570 in-lb = Mx / Sx = 59,570 in-lb / 3.10 in3 / 1000 = 19.22 ksi = 38.0 ksi BENDING STRESS, fbx = 19.22 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi, OKAY I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project _____ S~TE=E=L~SE=R-=IE~S __ _ Sheet 24 of 29 Prepared By ___ J~JD~_Date 08/16/96 Checked By Date __ _ WALL PLATE -EXPLOSION PRESSURE MATERIAL -12 GAGE (Explosion Load) (Span Length) (Unbraced Length) (Uniform Load) (Bending Moment) (Elastic Section Mod) (Bending Stress) (Allowable Bending) EL L Lu w Mx Sx fbx Fbx = 100.0 psf = 32. 0" (Wall Stiffener@ 2'-8" o.c.) = 32" -5" = 27" (Stiffner 5" wide) = 100 psf x 12.0" x (ft/12 in)2 = 8.33 pli (per 12" width) = 1/8 x (WL/)= 1/8 x (8.33 pli x (27 in)2) = 760 in-lb (per 12" width) = 1/6 X (12" X (0.1046'°)2) = 0.0219 in3 = Mx / Sx = 760 in-lb/ 0.0219 in3 / 1000 = 34. 70 ksi = 38.0 ksi BENDING STRESS, fbx = 34.70 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi, OKAY I I ® sAFETY STORAGE tNc. I I I I I I I I I I I I I I I I I 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project -----=S-'-'TE=E=-L S=E=-R=IE=-S __ _ Sheet 25 of 29 Prepared By __ -=J..:...:JD::;.__Date 08/16/96 Checked By Date __ _ WALL STIFFENER -EXPLOSION PRESSURE (Area = 1.46 in2, Sx = 1.41 in3, Ix = 1.36 in4) (Span Length) L = 91.88" (Explosion Load) EL = 100.0 psf (Uniform Load) w = 100.0 psf x 32.0" x (ft/12 in)2 = 22.22 pli (Bending Moment) Mx = 1/8 x ( WL2) = 1/8 x ( 22.22 pli x (91.88 in/) = 23,450 in-lb (Bending Stress) fbx = Mx / Sx = 23,450 in-lb/ 1.41 in3 / 1000 = 16.63 ksi (Allowable Bending) Fbx = 38.0 ksi BENDING STRESS, fbx = 16.63 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi I I I I I I I I I I I I I I I I I I I @SAFETY STORAGE INC. 2301 Bert Drive Project Hollister, CA 95023 Sheet Phone: (408) 637-5955 Prepared By Fax: (408) 637-7405 Checked By APPENDIX "A" -SECTION PROPERTIES ROOF PURLIN j_ y I 3.50 I ..... X -cc+-"}--i---t=0.120" Tl -~ JSD ~ (Material Thickness) t = 0.120" (Center Gravity)Xc.G. = 1.75" y C.G. = 1.75" (Steel Area) A = 1.58 in2 (Moment Inertia) Ix = 2.98 in2 ly = 2.98 in2 (Elastic Modulus) Sx = 2.98 in2 / 1.75 in = 1.70 in2 Sy = 2.98 in2 / 1.75 in = 1.70 in2 , STEEL SERIES 26 of 29 JJD Date 08/16/96 Date . I I I I I I I I I I I I I I I I I I I fig;} SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project -----=-ST.:..::E=EL=--S=E=-R=IE=S __ _ Sheet 27 of 29 Prepared By __ ~JJ~D __ Date 08/16/96 Checked By Date __ _ APPENDIX "A" -SECTION PROPERTIES (Continued) WALL STIFFENER t= 12GA=0.1046" , .. (Material Thickness) (Center Gravity)Xc.G. (Steel Area) (Moment Inertia) (Radius of Gyration) (Elastic Modulus) i------5.49" --~- 1.2511 1.25" ------2.9911 ---a--t-.{ y C.G. X 4.25" -I j .. 1.so·~ j .. 1.so·:..1 t = 12 gage= 0.1046" = 4.25" (from bottom left) Y = 1.44" (Top) C.G. Y c.G. = 0.96" (Bottom) A = 1.46 in2 Ix = 1.36 in4 ly = 7.86 in4 rx = (Ix/ A) 112 = (1.36 in4 / 1.46 in2) = 0.97 in ry = (ly/A)112 = (7.86in4 /1.46in2)=2.32in Sx = 1.36 in4 / 1.44 in = 0.95 in3 (Top) Sx = 1.36 in4 / 0.96 in = 1.41 in3 (Bottom) Sy = 7.86 in4 / 4.25 in = 1.85 in3 I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Project Hollister, CA 95023 Sheet 28 Phone: (408) 637-5955 Prepared By Fax: (408) 637-7405 Checked By APPENDIX "A" -SECTION PROPERTIES (Continued) DOOR LINTEL y ~ ro,2s I I o.1sJ --t=IO GA, 6.75 C.G. + X 0.91-- 3.47 t=12 GA.-,__ -1.63- r / l=-1.73-.. (Material Thickness) t = 1 0 gage = 0.1350" ( channel) (Material Thickness) t = 12 gage = 0.1046" ( exterior wall) (Center Gravity)Xc.G. = 0.91 in y C.G. = 3.47 in (Steel Area) A = 2.06 in2 (Moment Inertia) Ix = 10.75in4 ly = 1.14 in4 (Elastic Modulus) Sx = 3.10 in3 Sy = 1.26 in3 STEEL SERIES of 29 JJD Date 08/16/96 Date I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 637-7405 Project -----=S'-'-'TE=E=-L =SE=R='E=s __ _ Sheet 29 of 29 Prepared By ---=J=JD=----'Date 08/16/96 Checked By Date __ _ APPENDIX "A" -SECTION PROPERTIES (Continued) FLOOR SUPPORT [6~ N -i;:: X C.G. 5.75" -:-_:j_ = 0.60'~ 1-- (Material Thickness) (Center Gravity)Xc.G. (Steel Area) (Moment Inertia) (Elastic Modulus) t = 12 gage= 0.1046" = 3.60" (from bottom left) Y c.G. = 3.63" (from bottom left) A = 1.89 in2 Ix = 7.67 in4 ly = 13.01 in4 Sx (Top) = 7.67 in4 / 2.12 in Sx (Bot.) = 7.67 in4 / 3.63 in Sy = 13.01 in4 / 3.60 in = 3.61 in3 = 2.11 in3 = 3.61 in3 DANIEL J. AVERA DIRECTOR C!Iount~ nf ~an ~icgn DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. BOX 85261, SAN DIEGO, CA 92186-5261 (619) 338-2222 FAX (619) 338-23TT OCCUPATIONAL AND RADIOLOGICAL HEALTH DMSION 9325 HAZARD WAY SAN DIEGO, CA92123-1217 TEL (619) 694-3550 (S50) FAX (619) 694-3434 (S50) February 6, 1997 ISIS PHARMACEUTICALS, INC. 2292 Farraday Avenue Carlsbad, CA 92008 ATTENTION: :MICHAEL ALSTON Radiation Safety Officer RADIOACTIVE MATERIAL LICENSE #5386-37 Dear Mr. Alston: LARRY T. AKER ASSISTANT DIRECTOR As discussed in our telephone conversation of this date, there are many licensees in San Diego County who use the "C-tainer'' type building for storage of radioactive waste. You will need to amend your Radioactive Material license #5386-37 to designate the new building as a storage facility for radioactive waste. There will be no problem with this amendment since there has been a good deal of experience using the "C-tainer'' type storage facility, and there have been no problems. If you have any questions, please contact me at (619) 694-2169. Very truly yours, ~om"' o.~~ FRANK 0. BOLD Senior Health Physicist FOB :jg: 53 86-3 7.ltr "Prevention Comes First" 1/ 2-02 ~v4-'o/ fiv<--?7Joo/r \ "I_,,,, ,,,..,L /. L ·(,.. /, ,..·,,--> !. _L ... -. [i/) c..6,1,f.-/l.-t/1,.i/ /.6 {J J.t-- fo(tff7 -1J {i3/ [:_ { t's11/ f]NAllED ~ . -/;, --t= . '~(j . . . , I C,¼,,..,/,v-/ ;uJ ~ /dk./ 6 M t~ViL./4_ jkvvt-i ,f :1/v"- (}~bJ~(' f/4iw.;6cv~ ~&r~ · l ~ . ti{ /4,(c11-,A@;;(;~wi-~j L/ ~{U,dld,' /4/#e/ 4 (i /31( . . tC,dth ) t/z,"1 1 -~1r pt/4 t~ c~ . . 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