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2715 LOKER AVE W; ; CB004032; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12/20/2000 Commercial/Industrial Permit Permit No: CB004032 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 12/20/2,000 Applicant: 2715 LOKER AV WEST CBAD Tl Sub Type: 2090812100 Lot#: $313,320.00 Construction Type: 28 Reference #: ARCTURUS APPLIED GENOMICS Tl 11, 190 SF OFFICE & LAB COMM 0 NEW Owner: Status: Applied: Entered By: Issued: Inspect Area: ISSUED 11/02/2000 JM Plan Approved: 12/20/2000 BIEGENZAHN RANDY 340 PACIFIC STARR ESSEX-CA~s'l/4:'0a9tC@ 0002 01. 02 2970 5TH AVENUE SAN DIEGO CA 92103 619-280-6900 Total Fees: $17,934.91 Building Permit Add'I Building Permit Fe.e Plan Check Add'I Plan Check Fee Plan Check bisco1;mt Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee C/,0 JOHN F PIPIA CGP 17044-36 650 SIERRA MA.DRE VILLA AVE #100 PASADENA CA 91107 Total Payments To Date: $890,55 Balance Due: $17,044.36 $1,370.08 · $0.00 $890.55 $0.00 $0 . .QO. $65.:8·0' $0.00 ... , $0.otr: $0.00 $0.00 $0.00 $0,00 $0.00 $1.,370 .. 00 $0.00 $0.00 $0.00 Met~r Si~e Add(l•Recl. Wajer Con. F~e Meter-Fee SDCWAFee CFO Payoff Feer- PFF l?FF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic:; Impact (CFO Fur,d) LFMZ Transportation Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee: Sewer Fee: RedeV Parking Fee: TOTAL PERMIT FEES FINAL APPROVAL Date: ¢~/!I Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,583.88 $2,385.12 $1,808.56 $1,669.44 $0.00 $258.00 $810.00 $369.00 $0.00 $4,354.48 $0.00 $17',934.91 NOTICE: P ase take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the.protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside; void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired, r. PERMIT APPLICATION .! CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Address (include Bldg/Suite #) Legal Description Name ===""' Address City L$.. :' .. ·, ~Q.t11.t.irp;..Q,:o~!'l:::::99~4':~~f¥1J;: . -~---:~-. a·~~~-~:c:~·~::::~----:_: . ..,. : -· -. :::::~·:··:~::··~~ :-:~: Validated B, .:::..,.<-1~-=:::;_-;;-;-~r.h:-,~- Date ________ "-''-+--+-=--=-- (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. ~violatioriyf Section 7031.5 by any applicant for a permit subj~cts the applicant to a civil p,enalty of not more than five hundred dollars [$500]). ~4""'~~4 ~ ...JLR7.7e;;? .YJS-~ <:"Ker;;-<¥77'~c ,,Or . .f,p~,O.,e_z:c CA 9<?/</ BSS)~S.S.//u,/ Name Address ,,t' . · City State/Zip Telephone# State License# /7'8~6",7'. License Class A f' .B City Business License# /..?00-:5-'V.3 ~K_,P. ~..i'._;p~ Designer Name Address City State/Zip Telephone State License # !fu[_.f..._VV.QBKl=fl$t:ciQM~ENlA'!'JOtj.~:.', 'i.:: ..• ~ ;, .. ~::"::. ~ .<:.:~-· ~ -... · .·. c· ---.. : ... ,:;,. ~ ,'::, ":" ·.,:..:..~ .. 5.:..L::,,;~ ·:,,.i:. 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. er 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: lnsuranceCompanyA....._...,,...Jc::9..-;, Z..~r;c4 7,,,,.s, C-c:> Policy No. WC-s¥9S.3<:?7~c::>c::> Expiration Date ~4""/,3'arfac,::t,:,/ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNIN(;: 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 tot cost of compensation, damages as provided for in Section 3706 of the Labor co e, interes and attorney's fees. SIGNATURE~~~C~~~~~~===~-------,---------,--DATE /.2 .;Z.c:P. c:=:::::> . ;7::~'7-0WNER~B ---~,ER-CEOLA¥> IC)tf> ,' :w 1: _,,., ,': :_~M':,:~:,,+,,,~::--:,.~::::i,,: ,~;-;,,,-:.i:h~-~:i,''N I h~reby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the struc;ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Ucense 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 fo~ the purpose of sale). D I, as owner of the property, am exclusively contracting with· licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. .J (have i have not) signed an application-for a building permit for the proposed work. 3. I have contracted _with· the following person (firm) to provide the proposed construction (include name / address / phone number/ contractors license number): 4. I plan to. provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number):·---------~--------------------~--------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): ________________________________________ ___, ____________ _ PROPERTY OWNER SIGNATURE______________________ DATE __ -,-_____ _ !P910,~~g:r~::r1:1J§i$e~tfQN;~Q~WQ~~g~,p~ftA~·,sy1¥t>i~cff.§Rr1~t~~Qtf)~r ~\:: #~~:;:: .. ~::~-~ -~ _ ~ -~ ~:~ ~-~~:~~~-y;:~~,.~"~/ ~·~;--:~7s-.: .. ;;: <::,:~~7~- 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? ~ YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES ~ NO IF ANY OF THE ANSWE;RS 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. t~d~1.~Q~lllW¢'Ef9~?@.~15-!N:<tA<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 NAM!= 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. J agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPtlCANT'S .SIGNATURE _______________________ _ DATE --------------- WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 04/16/2001 Permit# CB004032 Title: ARCTURUS APPLIED GENOMICS Description: Tl 11,190 SF OFFICE & LAB Type: Tl Sub Type: COMM Job Address: 2715 LOKER AV WEST Suite: Lot O Location: APPLICANT BIEGENZAHN-RANDY Owner: Remarks: Total Time: CD Description Act Comments Inspector Assignment: TP __ ___._ Phone: 6199216866 Inspector: ~ Requested By: DON Entered By: ROBIN 19 Final Structural /Jf? ----------------------------- 29 Final Plumbing 39 _ Final Electrical ±-------- 49 Final Mechanical Associated PCRs lns[;!ection Histoey Date, Description Act lnsp Comments 03/13/2001 89 Final Combo co TP 03/12/2001 89 Final' Combo NS TP 03/09/2001 89 Final Combo co TP 03/08/2001 89 Final Combo co TP 03/07/2001 89 Final Combo co TP 03/06/2001 89 Final Combo NR TP 03/05/2001 89 Final Combo co TP 03/02/2001 14 Frame/Steel/Bolting/Welding AP TP T-BARCEIL 03/02/2001 24 Rough/Topout WC TP 03/02/2001 34 Rough Electric AP TP CEIL LITES 03/02/2001-44 Rough/Ducts/Dampers AP TP DUCTS,PLMNS,EXHST 03/01/2001. 14 Frame/Steel/Bolting/Welding CO, TP T-CEIL 03/01/2001 24 Rough/Topout WC TP 03/01/2001 34 Rough Electric co TP CEIL 03/01/2001 44 Rough/Ducts/Dampers AP TP DUCTS, PLMNS, UNITS, EXHST 03/01/2001 89 Final Combo NR TP City of Carlsbad Bldg Inspection Request For: 04/16/2001 Permit# Cl:3004032 Inspector Assignment: TP 02/28/2001 23 Gas/Test/Repairs AP TP 02/28/2001 39 Final Electrical NR TP 02/28/2001 89 Final Combo NR TP 02/27/2001 23 ~as/Test/Repairs NR TP 02/27/2001 34 Rough Electric NR TP 02{27/2001 44 Rough/Ducts/Dampers NR TP 02/22/2001 14 Frame/Steel/Bolting/Welding AP TP EXT. WINDOW WALLS PER REV. 02/22/2001 31 Underground/Conduit-Wiring WC TP 02/22/2001 34 Rough Electric Pl TP SEOCLRN 02/21/2001 34 Rough Electric Pl TP NEW SWITCH GEAR CONF. 02/12/2001 17 Interior Lath/Drywall AP TP DURA ROCK@ RESTROOMS 02_/08/2001 21 Underground/Under Floor WC TP 02/08/2001 31 Underground/Conduit-Wiring AP TP CONDUITS FROM TRANS TO NEW SERVICE 02/06/2001 12 Steel/Bond Beam AP TP SOL TING @ SHR FIX 02/06/2001 14 Frame/Steel/Bolting/Welding AP TP COMP 02/06/2001 17 Interior Lath/Drywall co TP DURA WALL @ REST RMS 02/06/2001 17 Interior Lath/Drywall AP TP 02/06/2001 34 Rough Electric AP TP COMP WALLS, HARD CEIL 01/30/2001 14 Frame/Steel/Bolting/Welding AP TP MENS ONLY, ND PL T SOL ts DTL. WOMENS 01/30/2001 24 Rough/Topout AP TP 01/30/2001 34 Rough Electric AP TP RESTRMS 01/30/2001 44 Rough/Ducts/Dampers AP TP DUCTS,EXHST 01/29/2001 17 Interior Lath/Drywall PA TP DESIGNATED AREAS 01/24/2001 14 Frame/Steel/Bolting/Welding AP TP N/INCL RESTRMS 01/24/2001 24 Rough/Tbpout AP TP LABS, N/INCL RESTRMS 01/24/2001 34 Rough Electric AP TP WALLS N/INCL RESTRMS 01/24/2001 44 Rough/Ducts/Dampers WC TP 01/23/2001 14 Frame/Steel/Bolting/Welding co TP 01/23/2001 24 Rough/Topout co TP 01/23/2001 34 Rough Electric co TP 01/22/2001 14 Frame/Steel/Bolting/Welding co TP SHR WALLS, WALLS 01/19/2001 14 Frame/Steel/Bolting/Welding co TP 01/12/2001 14 Frame/Steel/Bolting/Welding PA TP FURREDWALLS 4 & C.5 LN 01/1272001 14 Frame/Steel/Bolting/Welding AP TP LOBBY SOFFIT, WALLS 01/12/2001 34 Rough Electric AP TP 01/12/2001 34 Rough Electric PA TP 01/10/2001 14 Frame/Steel/Bolting/Welding co TP ND WALL DTL ON PLANS 01/10/2001 24 Rough/Topout WC TP 01/10/2001 34 Rough Electric WC TP 01/10/2001 44 Rough/Ducts/Dampers WC TP 01/09/2001 11 Ftg/Foundation/Piers AP TP SLAB & FTN @ RESTRMS, SLAB CUT PREPS 01/09/2001 12 Steel/Bond Beam AP TP 01/08/2001 11 Ftg/Foundation/Piers .CO TP 01/04/2001 21 Underground/Under Floor NR TP 01/03/2001 11 Ftg/Foundation/Piers . AP TP SLAB PREP @ PLUMB CUTS 01/03/2001 14 Frame/Steel/Bolting/Welding co TP 01/03/2001 21 Underground/Under Floor AP TP 4 INCH S!=WERTIE-·IN 01/02/2001 21 Underground/Under Floor co TP 12/29/2000 21 Underground/Under Floor AP TP IND. WASTE W/IN BLDG 12/27/2000 11 Ftg/Foundation/Piers NR TP City of Carlsbad Bldg Inspection Request Permit# CB004032 12/27/2000 14 Frame/Steel/Bolting/Welding 12/27/2000 21 Underground/Under Floor 12/27/2000 21 Underground/Under Floor 12/27/2000 31 Underground/Conduit-Wiring For: 04/16/2001 Inspector Assignment: TP --"-- N R TP AP TP WASTE AP TP CU WATER TO BLOG AP TP Dept: Building Engineering Planning CMWD St Lite <~ir:e~ Plan Check#: Date: 02/28/2001 Permit#: CB004032 Permit Type: Tl Project Name: ARCTURUS APPLIED GENOMICS Sub Type: COMM Tl 11,190 SF OFFICE & LAB Address: 2715 LOKER AV WEST Lot: 0 Contact Person: JIMMY Phone: 6197197480 Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... Inspected ~ Date 3ft/o1 ~ . By: (!,. ~ Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: . Approved: Disapproved: __ ........................................................................................................................................................... Comments=--------------,--------,--.------------ ... , ....................................... .. . :·:-:·.:· .. --:-:·::::-:·:. ~--: Iler.gelec1ric Corp.: Date: March-2, 2001- City of Carlsbad Carlsbad, California 92008 SUBJECT: ELECTRICAL SWITCHGEAR INSTALLATION ARCTURUS. 2715 LOKER AVE WEST, CARLSBAD, CA To·Whom It May Concern: · 410319 · PAGE: 2/2 · Please be advised, the electrical switchgear at (address/suite no.) 2715 Loker Ave West , Carlsbad, California, was assembled according to ' manufacturers specifications 1nc1uding torqueing of au buss bolts, wire lugs, and Joining hardware. Please calf "if you have questions regarding ·the at,ove. Sincerely, BERGELECTRIC CORPORATION 9e~~· Project Manager 650 Opper Street,Escondido; CA· Tel (760) 746-1003 ·Fax:(760} 741--0918 -Cl-0-#85046 Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group# 15652 Project Name Arctrus Laboratories Project No . 2000-97 4 __ ,._ Project Address C:2-745b!E0Rer:.t.A;veJ.1 ------------------,------·---------·--·-------- Gen. Contractor Rudolph & Sletten Sub-Contractor N/A __ ...,__ __________ _ -------------- Engineer Need info ----------Architect Need info ------------ need Plan File No need Bldg Permit No ---------------·-·--------------·-·--"-------·· ""···---··-· •.. --- Gov't Contract # n/a DSAIOSHPD DSA# n/a --------------·---·-···------·· _.__ Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/9/01 Slump (in.) 5.00 4.00 Supplier/Plant HANSON Air Temp (OF) 55 N/A ------- Mix Number 3532500 Mix Temp (Of) 60 N/A Mix Description 6.3 Air Content (%) N/A NIA Mix Design 3500 psi 24.1 MPa Unit Weight #Error 0 Specified Strength 3500 psi 24.1 MPa Truck No. 444 Ticket#: 337935 Load# 1 Time Batched· 7:14 AM Time Sampled 8:20AM Age: N/A Min. Sample Mark: _1_-9_1_0_0_-9_74 ______ _ Delivered by GLENN Date Rec'd in Lab: _1_/1_0/_01 ___ Logged in by: Admixture N/A N/A Gallons of water added at NIA by N/A ---------- Specific Location FOOTING ON LINE 8.1@ 1 TO 1.4 Special· Instructions/Remarks --- Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 7 51719 1/16/01 D 6x12in 28.27in2 74,000 lbs 28 51720 2/6/01 D 6x12in 28.27in2 107,000 lbs 28 51721 2/6/01 D 6x12in 28.27in2 106,500 lbs 56 51722 3/6/01 ~ 6x12in 28.27in2 lbs Comments: 28 day test meets specifications. Compressive Strength 2620psi 18.1 MPa 3780psi 26.0MPa 3770psi 26.0MPa psi MPa NIA Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-~-87, C42-90 Checked by: _ Date: __ . Reviewed by: Date:02..,-ej}--c;;-, Carlos Acero Staff Engineer cc: Rudolph & Sletten City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 15611 Project Name Arctrus Laboratories Project No _2000-974 ____ ., Project AddressQ_:,_'Zl§:~~: Gen. Contractor Rudolph & Sletten Sub-Contractor NIA ______ .,_ ---~ .. -.... .,.,.,.,,...._._, _____ --·, ~ -·~ .. Neeq info Architect Need info Engineer ·----------·--·--· ·- Plan File No need Bldg Permit No need ----------------------·-------- Gov't Contract # n/a DSA/OSHPD DSA# n/a ---------------------------- Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 114101 Slump (in.) NIA NIA Supplier/Plant HANSON Air Temp (OF) NIA NIA -·-·-·--·----·-· -..... ·--·-. -------~ -·--·---·---------···-~ 'Mix Number 2532500 Mix Temp (OF) NIA NIA Mix Description 6.3SK Air Cont~nt (%) NIA NIA_ Mix Design 3500 psi 24.1 MPa Unit Weight #Error 0 Specified Strength 3500 psi 24.1 MPa Truck No. 418 Ticket#: 336244 Load# Time Batched 9:31 AM Time Sampled 9:40 AM Age: NIA, Min. --- Sample Mark: 00-97 4 1-4 1 ----------Delivered by GG Date Rec'd in Lab: 1/5101 Logged in by: ----- Admixture N/A ----------N/A Gallons of water added at _N_/A_---,-by NIA Specific Location FOOTINGS AT LINE B.2-2.9, B.2-3.2 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 7 51499 1/11/01 D 6x12in 28.27in2 76,500 lbs 28 51500 2/1/01 D 6x12in 28.27in2 115,000 lbs 28 51501 211101· D 6x12in 28.27in2 113,000 lbs 56 51502 3/1/01 ~ 6x12in 28.27in2 lbs Comments: 28 day test meets specifications. Compressive Strength 2710psi 18.7MPa 4070psi 28.0MPa 4000psi 27.6MPa psi MPa N/A Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-8~87, C42-90 Checked by: ___________ Date: __ Reviewed by: ~ Date:6·')...--0 2.-· C)\ Carlos Acero Staff Engineer cc: Rud.olph & Sletten City of Carlsbad : ·tr'§ MS 4£@@ r-a: :t :::: =, Testing Engineers -San Diego, Inc. Established 1946 FINAL REPORt FOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: 2/21/01 Job No. 2000-974 TO: City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, California 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NO.: CB004032 PROJECT ADDRESS Arctrus Laboratories 2715 Loker Ave. Carlsbad, CA I declare under penaJty ofperjurythat, to the best ofmy knowledge, the work requiring special inspection, material sampling and testing, including the off-site fabrication of building components for the structure/s constructed under the subject permits is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on 2/21/0 l. The work which we provided Special Inwection consisted of: Reinforced Concrete, Dowel/Bolt Epoxy Anchorage and Structural Steel Field Welding. A. If the inspection services were provided by an approved material testing laboratory or special inspection agency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Testing Engineers -San Diego, Inc. ADDRESS: 7895 Convoy Court, Suite 18, San Diego, CA 92111 RESPONSIBLE MANAGING ENGINEER OFTHE TESTING LAB ;RA.TORY OR SP. CIAL INSPECTION AGENCY: NAME (PRINT OR TYPE) State of California Registration Number: C54071 Expirati<m Date: 12/31/03 13. If the inspection services _were provided by an independent certified special inspector: SPECIAL INSPECTOR'S NAME (PRINT-OR TYPE): REGISTRATION NUMBER: EXPIRATION DATE: SIGNATURE: Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax (85 8] 715_5810 ll,l'ORATl:.I) c,O. ~9 ..,,+ eo ;; RUDOLPH AND SLETTEN "' GENERAL AND ENGINEERING CONTRACTORS 4350 EXECUTIVE DRIVE SUITE 301 SAN DIEGO, CA 92121-2118 PHONE: 858 455-1161 FAX: 858 455-1861 LICENSE 1198089 (,, RUDOLPH and SLETTEN, INC. General and Engineering Contractors * Construction Managers Contractor's State License No. 198069 FROM: Bob Boyles 4350 Executive Drive Suite 301 San Diego, CA 92121 Telephone: (858}455-1161 Fax: (858) 455-1861 . TO: JKE Design ATTN: Randy Biegenzahn 2970 Fifth A venue, Suite G. San Diego, CA 92103-5995 REQUEST FOR INFORMATION #(050) Date: 12/28/00 !Job No. 2590-0 Rcfcrcricc: ARCTURUS 2715 Loker Avenue West Carlsbad, ·CA 9.2009 Originator: Martin & Lewis Drywall Due to spatial conflict within the ceiling cavity, framing of the soffit dissecting room 101 cannot occur as ,phumed. Please review the attached sketch from Martin & Lewis and concur that this is acceptable. ~CHITECT'S RESPONSE: SIGNED (JKE): DATE: !. ' (l.,. ,-....--... -·--- 1/ .,,/ ,,. J K E .0 E S I G N + A S S O C I A T E S J. KEN EOERINGTON, ARCHITECT TO: BOB BOYLES COMPANY: RUOOI.PHAND SLETTEN FAX NUMBER: 760.431-8987 PHONE NUMBER: 858-455-1161 RE: ARCTURUS TRANSMITTAL SHEJ;:T DATE; . De¢ember 28, 2000 TOTAL NO. OF PAGES INCLUDING COVER; 2 JKE PHONE NUMBER: 619.220-6900 JKE FAA NUMBER: 619-296-1843 CJ URGENT X FOR REVIEW D PLEASe COMMENT D PLEASE REPLY O PLEASE RECYCLE NOTES/COMMENl'S: BOB Here is the response from john on the center soffitt framing Good luck, I'm t.aking tomorrow off, so if you have a question that needs answered ASAP call John. HAPPY NEW YEAR THANKS RANDY 2970 Fl~TH AVENU~ SUITE 340 SAN DIEGO, CALIFORNIA 92103 JKEDESIGN.COM LZ:6T 00-9Z-,n -.- DEC-28-00 1 i :.!4 'FRO~}-Hcpa Ena-, nee r I n1 1 l 7677 -a1 6i9-235·4675 lD"' ~nor 01.J:.11c:.i, T-l48 P.001/001 F-424 ,t'tf.GI -.,, (~~(JI)~ ....... (,II-~~'( · ,-:t WP_/, l , s-~~~..,;:s/ -tf.tqi..~ I .... ' Fram C;,, Phone# t..atlvt-~ ;a .. ,..~~~ 3518 1o f-e ~ "- 5~ FROM:l?~S4Sl.&!387 P82 F~nM;R1q ?A~ 4R7~ P~t LZ::6T 00-82:-Z:T G: \00.19-Arcturus\CAO\MISCELLANEOUS\detail-framing-0109A.d1:1g Tue Jan 16 13: 30: 02 2001 RB-ZAHN FAX: TO R & S CONST ATTN: DAVtD HORNER PLAN VIEW AT ROOF .,...--INSTALL 2X4 WOOD BLOCKING SHEAR NAILED W/ 2-16d MIN. E.S. WHERE SPAN EXCEEDS 24" O.C .. SECURE NEW METAL FRAMING W/ MIN 2-1 1/2" X 6 SCREWS @ 24" O.C. ~-NEW METAL SOFFITT FRAMING --'--' EXISTING ROOF STRUCTURE -~ ,. J, KEN EDERINGTON ARCHITECTURE + WI PIANNING •• INTERIOR DESIGN 2970 FIFTH A\'fNUE 5U1Tf 3~0 SAN DIEGO, CA. 92103 m, 619-220-6900 FM, 619-295-11143 J K E D E s I G + A • • 0 C I a I • DWG. TITLE: FRAMING DETAIL REC. SOFFITT AT ROOF ARCTURUS APPLIED GENOMICS 2715 LOKER AVE, CARLSBAD, CA. SCALE: N. T.S. JOB NO: 00.19 DWG. NO: DAT£: 01/09/01 DTL l-9A N • G: \00.19-Arcturus\CAD\MISCELLANEOUS\detail-framing-01098.dwg Tue Jan 16 13: 29: 47 2001 RB-ZAHN + + + + + + FAX: TO R & S CONST ATTN: DAVID HORNER NEW METAL STUD FRAMING INSTALL CUT FLANGE METAL -J'- - ,----FRAMING WITHIN 6" OF SUB---- / PURLINS AS REQUIRED, USE ~ . 2-1 1/2" X 6 SCREWS @ 24" ~ + + / + + + + + + ' + + + + + / + + + + + + + + + + + + + + + + +. + + + + PLAN VIEW AT ROOF •• J. KfN EDERINGTON AACHITECIUl<E + WI IW<NING • INTfRIOk DESIGN 2970 FIFTH AVENUE SUITf 3~0 WI DIEGO, CA. 92103 TEL: 619-220.6900 FAX: 619-295-l1M3 J K E D E s I G N + A s s 0 C i a I • I DWG. TITLE: FRAMING DETAIL UPPER ENTRY WALL AT ROOF ARCTURUS APPLIED GENOMICS 2715 LOKER AVE, CARLSBAD, CA. SCALE: N. r.s. JOB NO: 00.19 OWG. NO: DATE: 01/09/01 DTL 1-9B G: )OtJ.19-Arcturus\CAD\MISCELLANEOUS\detail-framing-0111A.dwg Tue Jan 16 13: 29: 25 2001 RB-ZAHN CONT. TRACK SUSPENDED NON-RATED ACOUSTIC CEILING SEE REFLECTED CEILING PLAN. EXTEND WALL TO ROOF WITH 3 5/8" METAL STUDS @ 16" O.C. PER PLAN SEE FINISH SCHEDULE SHEET A-2.1 F <J 0 0 <J 0 EXTEND WALL TO ROOF 5/8" "TYPE X" GYP. BD. OVER 3 5/8" METAL STUDS @ 16" O.C. SUSPENDED NON-RATED OPEN CELL CEILING SEE REFLECTED CEILING PLAN. 5/8" "TYPE X" GYP. SD. SOFFITT OVER MTL. FRAMING @ 16" 0.C. •• J. l(fN EDElllNGTON AlOilTEClllkE + lAI PlANNING • INIERICl« DESIGN 2970 FlflH AVENUE SUITE 340 SAN DIEGO, CA. 92103 lfl: 619-220.6900 FAX: 619·295-18-43 J K E D E s I G <J LI <J EXISTING SLAB ON GRADE + A • • 0 C i 0 OWG. TITLE: FULL & SOFFITT RADIUS WALL AT ENTRY ARCTURUS APPLIED GENOMIC$ LABORATORY TENANT IMPROVEMENT SCALE: AS NOT(D JOB NO: 00.19 OWG. NO: I o N • DA Tr: D1/11/01 DTLOlllA INSTALL CORNER BRACES --- PER PLAN TYP 3 THIS ROOM TO DON SEPULVEDA R&S THIS IS A CLARIFICATION REGARDING THE CEILING SUPPORT FOR ROOM 1 i 7 .-----INST ALL WALL BRACES PE PER PL.AN TYP 2 THIS ROOM ti:lNll8ltlGIOH MClllllCllllf <-Llll'!MfflG IHllllllllalGH mofl'Jtii'MHlf IIH1U40 $0/IDIIIQO,c;A.t2103 lBr61p.ffl4/IOO fM:41f.295-1'4 J K E D E s I G N + A l I o C I o I • , owe. 'llM CEILING /WN.l SUPPORT DETAIL ARCTURUS APPLIED GENOMICS lABORATORYTENANi IMPROVEMENT SCALE: AS NOT£0 JOB NO: ()0.1$ OWC. NO: OATE: Ol/2Mll DTL 0126A G: \00.19-Arcturus\CAO\MISCELLANEOUS\detail-0131A.dwg Wed J~n 31 08: 4& 59 2001 RB-ZAHN ro: R & S DON SEPULVEDNDAVID HORNER 760-431-8987 FROM: JKE DESIGN. RANDY BIEGENZAHN 6 7 9-220-6900.104 RE;:GARDING THE HOLD DOWN. AND ANCHOR SOL TS AT ROOM 103: THERE NEEDS TO BE AN ANCHOR BOLT LOCATE;D ABOUT 6" FROM THE HOLD DOWN PER srRUCTURAL DETAIL 1 O/S1 .2, THEN AT 48" O.C. PER SHEAR WALL SCHEDULE SPACING DETfa,IL 8/S1.2 THEN "THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED N·or MORE THAN 12" OR LESS THAN SEVEN BOLT D'IAMETERS FROM EACH END OF THE PIECE." PER UBC 1806.6. INSTALL ANCHOR BOLTS AS DESCRIBED AND PER STRUCTURAL ORA WINGS/DETAILS IF fa.NY FLANGE IS CUT THROUGH FOR PLUMBING, INSTALL ANCHOR BOLT WITHIN 12" OF CUT END. I J. K!ll fOlmNGTOH ARCHITlCTVR! + l,11 PIMIN/NG fNJ!l!Ol DES1GN 2P70 mrH _..vmu, 5ll1'il! 340 !AN Otr;GO, CA, 92100 !!~ 619-2i0-6'00 f'iX: 619-29~11'43 J K E D E s I G N + A . ' 0 t I Q I • I OW::. TITI.E: RM 103 HOLD DOWN AND ANCHOR BOLTS ARCTURUS APPLIED GENOMIC$ !ABORATORY TENANT IMPROVEMENT SCALE: A5 NOTED JOB ~O: 00.19 DWG. NO; DATE: 01/31/01 DTL 0131A 8t>8T 560 6T9=QI til2.-06·-~1 15:tH JICE DESIGH I D=519 295 1843 JKE DESIGN+ ASSOCIATES J. KEN EDERINGTON, ARCHITECT TRANSMITTAL SHEET ATTN: RUDOLPH ANO SLETTEN C/0 DAVID HORNER AND DON SEPULVEDA 4350 EXECUTIVE DRIVE SUITE301 -SAN DIEGO, CA. 92121-2118 COMPANY; RUDOLPI-I ANO SLETTEN FAX NUMBER: ~858-465-186-1-...,...( le.D 91 l 8 '7 ~ 1 PHONE NUMBER: 858-455-1161 RE: ARCTURUS DATE: February6, 2001 TOTAL NO. OF PAGES INCLUDING COVER' A$ATTACHED JKE PHONE NUMBER: 619-220-6900 JKE FAX NUMBER: 619-205· 1'843 D URGENT X FOR REVIEW CJ PLEASE COMMENT b PLEASE REPLY O PLEASE RECYCLE NOTES/COMMENTS: Don& David Regardingyour R.F.I. of2/6/01 ! . Fire extinguisher cabinet Room 103, see Potter Roemer $pee sheet. Need semi-recessed cabinet, min 24" high, 9" wide, Use P & R. 1724 or equivalent, plan on a 3A40BC fire extinguisher. 2. see David 3. see detail 10 SHEET A8.1 for the roll-up door framing 1nodification THANKS RANDY BIEGENZAHN 2970 FIFTH AVENUE SUITE 340 SAN DIEGO, CALIFORNIA 92103 JKEOESIGN.COM PEll/El4 :z: :c <! N I CD a: -0 0 (\) C\.J 0 (0 "SJ" ~ ~ l.O 0 .0 cu LL a., :::J f-- Ol 3: "Cl -a::J -.c l m ~· 0 0 ,,,-en _J 1--l <£ I-LLl 0 I I-z 1-i I co ,,,- Cl <£ u / Cl) ::J c.. -::, _,__, u '-<C I 0") ...... 0 .. , = ... , ,;-- 0 ~ < TAIL EXTERIOR F~D WAL~ ::.=.@ /sc:Ali~-~ = 1·-0· V. '\,~ / ( 'v~~~n_ n rr---T, n --r-~~ P· _ • , l'"'T-ii' ___J J.__ \> "8.ViOOt~ ~OU.-UP OOOR " PLACE. ---·· --·--··--·-··-----··1 ·Al]ACH 10" TRACK m i ----l- ___ 1__ (t=;) o>fl:E"-CASTCQlcC.-·----,q-- 'of. . ..-u)\t; ' f-..... \ I I~ ,, l\. __ ,, i =-=--l ...... _____ ..... : ± .. tlO:il/'r'c..S~!~"'i, OCJ(i~' IF ltrJ.CX "1l.4NS ~ ?I/ llfACl( "'1. ~ru~ AT 24'" O.C ,, '\_ l. scrrrr.::o a::~ ~ _::_-_ _______ ----------J / Sl.,>LJ\NTC!IOT~Sot,;)--~- / !IACl(c, ~oo ("'"' ""'W-!._l_jjJ__[:'\ I - =:..;J:;._ si-.w--------l .. 1!\. "-,-=.oo.".rME,.,_ ---~~ ~~ ~1lf ij ' J s;e· ,s CA. 111L -. j ~ ~-S1UCS w; Sf"" TTf'F." ! ~i "X" CYB. 8ll l"lilllO SID£ ~L ~ •·-o· -~ J ~ T / , 3/<" SOUi> Slil'IF "· ;r~TIC;LIWINA.1£ SIUC':OH£ SEM..ANl Mll'fr.., ! / SIIEIJ" ~F.ETS Cl.ASS :;{ I ,ft" ~ GA. 11n.. I -~~~ JN Sl~E ~"'IT Al.t.!W. S't'Sroi,-: • -X-G"IP. RO. CWE SIOE: b,._ +9·-u.1 Rfc I av /,Cl OR APPRu..a: EQ. "-,. l_:_. ::;:; r~.'IEI!. SIIEIJ' AllO \ ' 71 ,~ ~ ~lIMWAU. -~ H 1r1 WAU..ttoow 11:~~~ \ " 1b.-~--.,--,-.-~---·~:--,-·-a~.--, , r, ""·--~,_~--~--~---r-1 • !II I > ,, !Iii' ,~ 11<NOOW SO( FM'1£0 BLACK II 11 : 3 ~/Ii" w °"· ""-II I I ,eruti; W/ S/5" T"'I: ; !I "J(' cw. 6~. !14S:QE O!U · II f1 'I I U l, i1 I 2S" +10"-o' ) L "'\ \ i 1100 AT R0.1.-UP OOOI! DEmL 10 02/06/01 C.OISTRIJC110'< SEl .& Clll CORl!fCllCNS arr SIJIIIIJTTAI. / BO SET ~ llt-.,i:W S1:T COIIST1WC11Cf.l PACKAGE 12 ~o. CE~T!ON AACTuRUSAPl'I.JED GENOMICS LABORATORY Tl:NANT IMPROVtMENT 01/03/01 12/01/00 11/01/00 10/17/00 10/12/00 C~T[ 2715 LOIIERAVENUE WEST, CARLSBAD, CA ( \ . I I Ii FINISHED FLOOR ?ER SO~ • ( "E"F'OA•iroMASON1~'~8,__J-II t-· -I ,.,r \ s,,1~ --------.. • ......__ I 11 ("''OE ,,o CAB1Ne:,s r _ .J ows. m1..: Sl.AI..AkT (OOllt SOES) --" ! 1; ; EXfERIOR WAl.l/l'ARTITION lYPES I ) 61.CKER ROD (BOl>i SIDES)--..._ 1-1 --~-'----,----'-----,-·--l \ -:,-·-y ., <t -" : -1 , s~ \ ~ o ., I -;7 d -==l:=:(XlSTIHC 51.'8 OH ~·u SCAL£: 1 1/2" = r-c· 0 4", s· 12" 16" Q -....... I _N_E'_N_E_XT_E __ R_IO_R_W_IN_D_O_W_W_AL_L_D_EI_A_IL_.,...._~--!W' SCALE: 11/2' = 1'-0' ~ JOB SO: CO,I~ PATE: 11/01/00 OWG. "O: A8.l \ . . "----_______,../~ /\ /-''\..... //-_/ "--....____ , ____ ;..,-/ "-,..._ _______// ............._ ./ ----'---.. ----------..._____ 0 I\) I l2'J 01 I 0 ... .... U1 IZl I\) ~ :;,:: txl t1 tzl OJ .... Q :z t, II (J) .... U) I\) LO en ... OJ -+> w 'ti 0 tv ·, 12) -+' ~--, --'--------~---~ I I I I I I I I 11 I: N " I I N I i 'I O'.) I D 0 I "s;t- AT 10• HEIGHT CHANGE AT 1:20 MAX SLOPE • 10"x 20=200"= -16'-8" OF RAMP REQUIRED, AND 25'-6" .PROll1DED L \\I-IEEL STOP INSTALL HANDICAP ACCESSIBLE RAMP RAMP SLOPE NOT TO EXCEED 1" IN 20" LANDING SLOPE NOT TO EXCEED 1" IN 50" INSTALL 4" X 4" CURB ALONG RAMP EDGE ... I I I I I J I . .. \ \ I I I I I IL _______ _J 72" MIN. 20' 6" \\I-IEEL STOP z ~ O'.) '¢ EXISTING / fUlURE PLANTER 0 I I") 9'-0" -0> INSTALL NEW CONCRETE RAMP / WALK AND ACCESSABLE VAN PARKING STALL ,. J. l<fN !DERINGTON MCttllfCIURE + lAll f'IJH<ING • INTEJIOl DESIGN 2970 FlftH AVENUE SUITE 3'0 SAN D~GO, 0. 92103 TEO 6 I 9-2206900 fn, 619-295-1843 J K E D E s G + A s s 0 C I OWG. TillE: ACCESSIBLE RAMP @ ENTRY ARCTURUS APPLIED GENOMICS LABORATORY TENANT IMPROVEMENT SCALE: AS Non:o JOB NO: OD.19 DWG. NO: a I • N • DA 11:: 02/06 /01 DTL 0206B ~:,.ii_ ... ~ Testing Engineers-San biego, Inc. Established 1946 Rick Osgood Rudolph & Sletten 4350 .Executive Drive San Diego, CA 92121 Job Name: Address: ARCTRUSLABORATORIES 2715 Loker Avenue Carlsbad, Califoipia. Building Permit No. CB004032 January 26, 2001 TESD Job No. 2000-974 The following pages present TESD's field compaction, inspection, and/or laboratory test reports for: the above referenced project for work performed through O 1/12/01. These reports cover the locations of work inspected and tests performed in accordance with generally accepted standards and do not constitute engineering opinions or project control. It is the responsibility of the contractor to schedule retests or reinspections of any areas that do not meet project specifications. TESD neither controls nor supervises the work at the site. We are not responsible for errors and omissions of the contractor, nor for the contractor's failure to keep the work on schedule or carry· it out in accordance with the project plans, specifications and a:11 applicable codes. We appreciate the opportunity to provide services on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engineers -San Diego, Inc. Larry Clark Vice President ofEngineering cc: . City of Car_lsbad , .. Testing .Engineers -San Diego, Inc., 7895 Con-voy Court, Suitel8 San Diego, CA. 92111 (858] 715-5800 Fax (858] 715-5810 Testing Engineers -San Diego~ Inc. 7895 CONVOY CT., SUITE 18 SAN D1EGo,·cA 9211_1_. INSPECTION REPOR,.T Project Name Arcturus Applied Genomics Address 2715 Loker Ave West Carlsb~d · General I Subcontractor Rudolph and Sletten Building Permit# CB004032 INSPECTION . . MAT'L SAMPLING QTY . MATERIAL DESCRIPTiON X Concrete Soil 3532500 Cone.: Mix #PSI 35QO Prestress Cone. Base Cone.: Mix #/PSI Masonrv Subarade Cone.: Mix#/PSI Struct Steel Asphalt Concrete Rinf.: Rebar Fireoroofina X Concrete Cvlinder 1(4) Rinf.: W.W.F. Pile Driving . . Cone. Flex Beams . Rinf.: Tendons Non-Destructive -Reinf. Steel Grout: Mix# PSI Batch Plant Tendon PT Strand Mortar: tvrie .PSI Soils Technician Mortar Samples Units: Block .. Mechanical Grout Samples Units::Block Electrical. Masonrv Prisms Steel . Bolt Pull-Out Masonry Block H.S. Bolts Roofino Steel Metal Deckina Wateroroofina H.S. Bolts Electrodes DSA Fireproofing -Fireproofing OSHPO Roofina. Other Specialty Other Remarks CONCRETE INSPECTION Page Lof __ ~l~ Project # 2000-97 4 Plan File# INSPECTION CHECKLIST X Plans Soecifications X Sizes X Slump Air .Content T emoerature Unit Weight X Consolidation Electr.ode Storage Torque Aoolied Load (Pounds Thickness Corrective 1:1ction reauired Corrections completed Inspected the reinforcing ste~I installation for footings per detail 5 on sheet S1 .1 of the approved drawings. . Inspected reinforcing steel for size, grade, lap, locations, and clearances. Inspected the placement and consolidation of 15 cubic yards of concrete, mix design # 3532500 in the following locations: footings and slab on grade between lines line A. 7 to B.1 by 1 to 1 . .4, · · One set of f9ur test cylinders was cast. · Slump was 5". . Concrete was supplied by Hanson, truck# 444, ticket# 337935. TIMEIN: .8:00 TIMEOU:r: 10:00 APPROVALSIGNATURE: _______ _ CERTIFICATION OF COMPLIANCE:; To the best of my knowledge, all of the reported work, unless otherwise stated, is in Conformance witli the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME DANIEL E . MAN . CERT. NO. 0884636-88 / 650 INSPECTOR'S SIGNATUR DATE 01-09-2001 · I Testing Engineers -San Diego, Inc. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA 92111 INSPECTION REPORT Project Name Arcturus Applied Genomics Address 2715 Loker Ave West Carlsbad General / Subcontractor Rud_olph and Sletten Building Permit # CB004032 iNSPE;CTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION Concrete Soil Cone.: Mix #PSI Prestress Cone: _ Base Cone.: Mix_#/PSI Masonrv Subgrade Cone.: Mix #/PSI Struct Steel · Asphalt Concrete Rinf.: Rebar Fireproofing Concrete Cylinder Rinf.: W.W.F. Pile· Drivina Cone. Flex Beams · Rinf.: Tendons Non-Destructive Reinf. ·steel Grout: Mix# PSI , Batch Plant Tendon PT Strand Mortar: type PSI Soils Technician Mortar Samples l:Jnits: Block Mechanical. Grout Samples Units; Block Electrical Masonry Prisms Steel. Bolt Puu~out Masonry Bio.ck H.S. Bolts Roofina Steel Metal Deckina Waterproofing H.S. Bolts Electrodes DSA Fireoroofing · -.. Fireoroofina OSHPO Roofing Other Specia!tv other Remarks EPOXY DOWEL -INSPECTION Page Lof_l_ Project # 2000-97 4 Plan File# · INSPECTION CHECKLIST Plans Specifications Sizes Slump Air Content Temperature UnitWeiaht Consolidation Electrode Storage _ T oraue Annlied l..oad (Pounds Thickness Corrective action required Corrections completed Inspected the installation of# 4 bars with 4 1/4" of embedment per details on sheet 1.1 using Hilti HIT HY150 epoxy I.C.8.0. ER# 5279 batch# 589929 07/2001 at the following locations: 20 -# 4 bars around the column at line 8.2@2.9, 18 -# 4 bars around the column at line 8.2@3.2 -lnspected the installation of 5/8" aH thread with 5" of embedment per details on-sheet 1.1 using Simpson set epoxy I.C.8.0. ER# 5279 batch# 39167375 at the following locations: · · 4 -5/8" all .thread around the column at line 8.2@2.9, 4 -5/8" all thread around the column at line 8.2@3.2 TIMEIN: 10:00 'TIMEOUT: 1:30 APPROVALSIGNATURE: _______ _ GERTIFICATION OF COMPLIANCE: To th~ best of my knowledge, all of the reported work, unless otherwise stated, is in Conformance with the approved plans and_ $ecifications and·the workmanship provisions of the applicable code. INSPECTOR'S NAME-,: .DANIEL E . -MAN . CERT. NO. 0884636-88 / 650 · INSPECTOR'S SIGNATURE DATE 01-09-2001 Testing. Engi,neers -San D:iego, .Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 921"11 INSPECTION REPORT Page_1_of_ Project Name A RC ,£i\A $ L ~ ~Dr A To 6<. \t-S. TESD _Project# 2JOOQ 9 c :t Address "1: 7 IS--· L ()K£r<. A.J e./'Oy\,£-\(()6 .>t . ~J~.a.,,\...$ ~ f\-~ Qj0 General I Subcontractor 2\t\.Jc\f'\.-.-s;\...~ ,ILv $ , we.i.... J ,-n.~ Building Permit# ·C., Y;> 6 0 4 03 '.:L OSA # _________________ _ Plan File# -----------~-,----OSHPD #~------~------------ Government Contract #--~---------~Other-----'-------------------- INSPECTION MAT'L SAMPLING QTY MATE~IAL OESCRIPTION IN~CTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --Plans __ Prestress Cone __ Base ____ Cone: Mix #/psi =2specifications Masonry __ Subgrade --__ Cdnc: Mix #/psi _L_sizes =2struct Steel _-_Asphalt Concrete --_· __ Rinf: Rebar __ Slump ___ Fireproofing _. _. __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving· __ Cone Flex Beams --_· _· _ Rinf: Jendoiis __ Temperature __ ._Non-Destructive _. __ Rein!. Steel --' __ Grout: Mix #/psi __ Unit Weight --Batch Plant ___ Tendon (PT Strands) --_. __ Mortar: Jype/psi __ ._ Consolidation __ Soils Technician _. __ Mortar Samples --__ . _Units: Block -----\L-Electrode Storage tJ,ro:: ~ t¥, --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical ___ Masonry Prisms --~Steel A 1 to __ Load (Pounds) ___ Bolt-Pull-Out _. __ Masonry Block ----H.S. Bolts --Thickness __ Roofing ____ Steel --__ ._Metal Decking -- · __ Wa_terproofing ___ H.S. Bolts ---¥----Electrodes 6. 7 0 t f __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD _· _Roofing --__ Other __ Corrective action required --· -Specialty __ ._Other -'. :>MA"' 1 __ Corrections completed ___ -. '-\Je;\c\,5 G 5' ?<?... Sr"'>"'u't)l--.,£.S 11-\rcµl..-\""\,~oi..:r;;.::U t>. vJ 1.,u·.e,.,lJ~ -~ \ \ -; i'J L> :±-c l i \c:'.e.,, s~<lc\\e,<'. Field Representative #--.1.l~~=-~~"""""~14Lj~---==,-------- Cl::RTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in confo ance with the approved plans and specifications and the workmanship provisions of the applicable code. CERT. No. 6'~8 c·r1 ef >"9w-D; c. o DATEnl\) ..r~ ,b, P.--1' Form#003 II EsGU Corporation 'l.n Partnersliip· witli (Jovemment for '13ui(aing Safety DATE: Dece·mber 19, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4032 PROJECT ADDRESS: 2715 Loker Avenue SET: III PROJECT NAME: Tenant Improvement-Offices/Labs 1:1 APPLICANT D JURIS. D PLAN REVIEWER D FILE 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. , D The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be ·corrected and resubmitted for a complete recheck. D The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. D · The applicant's copy of the checklist has been sent to: D 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: Randy Biegenzahn Telephone#: HAND-CARRY Date contacted: (by: ) Fax #: Mail Telephone Fax In Person V • REMARKS: 1) City Official has~ the soils' report per applicant response. City to please verify. Only 1 sets provided. 'i...<f" ;'/J M(:..~ "'L- By: Tony Embuido Esgil Corporation D GA D MB D EJ D PC Enclosures: LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation· 1.n Partnersnip witn (iovernment. for '13uifaing Safety DATE: December 12, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4032 PROJECT ADDRESS: 2715 Lokel". Avenue SET:11 PROJECT NAME: Tenant Improvement-Offices/Lab D AP.P;J.ICANT Cg JURI&) D PLAN 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. D 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. • The applicant's copy of the check list has been sent to: JKE Design + Designs . 2970 Fifth Avenue, Ste. 'G', San Diego, CA 921.03-5995 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. ·• Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Randy Biegenzahn Telephone#: 619-220-6900 Ext. 104 Date contacted: (2. .. t-z.-<>o (by:~) Fax #: 619-295-1843 Mail.,.. Telephone D .REMARKS: Fax..., In Person By: Tony Embuido Esgil Corporation • GA D MB D EJ D PC Enclosures: 12/01/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 /\ Carlsbad 00-4032 II December 12, 2000 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad .PROJECTADDRESS: 2715 Loker Avenue DATE PLAN RECEIVED BY ES.GIL CORPORATION: 12/01/00 REVIEWED BY: Tony Embuido FOREWORD (PLEASE READ): PLAN CHECK NO.: 00-4032 SET: II DATE RECHECK COMPLETED: December 12, 2000 . This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This .plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. · The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code·, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the she~t of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has. been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. 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 l?cated on the plans. Have changes been made not resulting from this list? OYes ONo ,, Carlsbad 00-4032 II December 12, 2000 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only Will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. · 5. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials -should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.1.6. · • FOUNDATION 7. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. a) Per applicant response, City Building Official has waived this requirement. City to please verify. This is not ·a correction. City will handle at counter. • MISCELLANEOUS 17. See corrections below for Mechanical, Plumbing & Energy (Title-24). The jurisdiction has contr~cted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tony Embuido at Esgil Corporation. Thank you. Carlsbad 00-4032 II Decexnber 12, 2000 + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 2. Provide. data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. The Hazardous Materials Inventory Analysis Attachments by Eriksen-Rattan Associates Inc. does not show any of the hazardous materials being used. Only storage is shown. Please correct. B) Clearly show the amounts of each type of hazardous material to be stored and in use .. Not clear on the plans and not clear in the Hazardous Materials Inventory Analysis Attachments by Eriksen-Rattan Associates Inc. C) Clearly show where in the btJildings each type of hazardous material is being stored or used. Not clear on the plans and not clear in the Hazardous Materials Inventory Analysis Attachments by Eriksen- Rattan Associates Inc. • PLUMBING (1997 UNIFORM PLUMBING CODE) 3. Correct sheet P1 .1 to provide the complete Private Building Sewer plans showing the sizes and slopes and sewer loads on the 'SAN' lines, (E) site sewer. Show the existing Private Building Sewer is not undersized for the new plus existing sewer loads. , 4. The plans show the pad elevation is 0'-0". If the upstream manhole rim elevations is at 4'-3" as per the response, then all plumbing fixtures with flood rims not over 4 feet above the finished floor level (that will include all the plumbing fixtures shown in the building, except the indirect waste receptor on the roof) must drain through the required backwater valves. Al$o, clearly show the elevation of the upstream sewer manhole cover on the plans. As per UPC, Section 710.0, provide backwater valves on all building drains which serve plumbing fixtures with flooc;I rim elevations below the public or private upstream manhole rim elevations. • MECHANICAL (1997 UNIFORM MECHANICAL CODE) 13. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) The Technical Report by Eriksen.;Rattah Associates Inc. infers Corrosive Vapors exhaust systems will be will be provided, but where is not clear? (Class 5 exhaust systems) Also, see item F) below. Clearly show the type of material to be exhausted by each exhaust system. Carlsbad 00-4032 II December 12, 2000 · D) Clearly show the duct materials are suitable .for the intended use. UMC, Section 609.1. The response does not address the corrosive (Class 5) exhaust systems as required in the Technical ·Report by Eriksen- Rattan Associates Inc. E) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-8 & 5-C. The note #18 does not help the inspector or contractor in picking the correct duct thickness. The design pressure in the duct is needed for each of the systems. F) Separate and distinct systems shall be provided for incompatible materials. UMC, Sections 505.2 The Technical Report by Eriksen- Rattan Associates Inc. states separation of incompatibles hazardous materials in #5 of Table 3.0, but the plans and reports do not clearly show which rooms, fume hoods and exhaust systems are used for each material to maintain the required separation? Please correct. I) Detail duct cleanouts for the corrosive {Class 5) exhaust systems as required in the Technical Report by Eriksen-Rattan Associates Inc. as per UMC, Section 609.4. 16. Make-up air systems shall be electrically interlocked with their associated· exhaust systems. UMC, Section 402.4. Detail the required make-up air interlocked control switches. • ENERGY CONSERVATION 17: Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems. Provide the completed ENV .. 1, ENV-2, and ENV-3 forms showing envelope energy compliance. 18, Complete energy plan check will be done when complete corrected energy designs are provided. No envelope energy designs found? 19. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 24. The completed and signed ENV-1 forms must be imprinted on the plans. 25. The Documentation Author and the Principal Envelope Designer must sign the ENV-1 form . . Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. · .... EsGil Corporation 1n Partne.rsli.ip witli. (jove.mme.nt for '13uiftfing Safety DATE: November 22, 2000 JURISDICTION: Carlsbad ~ANT ~~~~~'?>' D PLAN REVIEWER D FILE . PLAN CHECK NO.: 00-4032 SET:I PROJECT ADDRESS: 2715 Loker Avenue PROJECT NAME: Tenant Improvement-Offices/Labs ( AR-CTUWS Af_fL1ED C£NaH,c:S) D 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 herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. • Th~ checklist transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ,1 D The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the checklist has been sent to: JKE Design+ Associates · 2970 Fifth Avenue, Ste. 'G', San Diego, CA 92103-5995 D ,/ 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: Randy Biegenzahn (J.1-1,) Telephone#: 619-220-6900 x tot-/. Date contacted: It I z.1.Jo"t> (by: t,.-) Fax #: 619-295-1843 Mail v-fel'ephoneV Fax In Person D REMARKS: By: Tony Embuido Esgil Corporation • GA • MB D EJ D PC Enclosures: 11/06/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-4032 November 22, 2000 PLAN REVIEW CORRECTION l,.IST TENANT IMPROVEMENTS PLAN CHECK NO.: 00-4032 OCCUPANCY: B TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: OK SPRINKLERS?: YES JURISDICTION: Carlsbad WSE: OFFICES/LABS ACTUAL AREA: 11190-T.I. STORIES: 1 HEIGHT: N/C OCCUPANT LOAD: 1/ 100- REMARKS: Mechanical Room/Penthouse Over Room [103]-Women's Sanitary Facility DATE; PLANS RECEIVED BY JURISDICTION: 11/02/00 DATE INITIAL PLAN REVIEW COMPLETED: November 22, 2000 FOREWORD (PLEASE READ):· }-/ DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/06/00 PLAN REVIEWER: Tony Embuido This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review -is based on regulations enforced by the 'Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, ~ . Fire Department or other-' departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 USC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will' be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To _speed up the recheck process, please note_ on this_ -list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, e.tc. Be sure. to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tifoiw.dot Cadsbad 00-4032 November 22, 2000 1. Final set of 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. · 2. Glazing in the following locations should be of safety glazing material in . accordance with Section 2406.4 (see exceptions): Specify tempered glass on window/door schedule and/or floor plans. · a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Fixed or operable_ panels adjacent to a door where th~ nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking_ surface. c) Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: i) Exposed area of an individual pane is greater than 9 square feet, and: ii) Exposed bottom'edge is less than 18 inches above the floor, and: iii) Exposed -top edge is greater than 36 inches above the floor, -and: iv) One or more walking surfaces are within 36 inches horizontalJy of the plane of the glazing. 3. Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-0 and 16-"B. .; 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 5. A complete description of the activities and pmcesses that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials: Section 307 .1 .. 6. 6. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. Carlsbad 00-4032 Novembe122, 2000 • . FOUNDATION 7. .Prqvide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section-1804. &. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value .in the soil report and on the plans. Section 1629.4.2. 9. Specify on the foundation plan and/or structural specification's sheet the soil classification, the soils expansion index and the design beating capacity of the foundation. Section 106.3.3. 10. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. · Section 1804.5. 11. Provide notes on the foundation plan listing the soils report recommendations for foundation slab. 12. The soil's engineer may require that he/she review the foundation excavations. Note on the foundation plan that. "Prior to the contractor requesting a Building Department foundation inspeption, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." 13. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 14. Foundation plan and details have not been completely checked due to lack of soil's report. Additional corrections may follow upon submittal. • MISCELLANEOUS 15. Show location of door symbol [117-A] on floor plan. 1 leaf must be at least 36" minimum unless proven otherwise. Specify use of room. 16. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to ,installation. Section 2304. CarJsbad 00-4032 November 22, 2000 17. See corrections below for Mechanical, Plumbing, Electrical & Energy (Title-24). To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculatkm page, etc. Please. indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they <!ire located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted With ·Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego,.California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tony Embuido at Esgil Corporation. Thank you. ',t .. ;I Carlsbad 00-4032 November 22, 2~00 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • DOORS 1. Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11338.2.4.3. a) ;?: 1 s~· at interior conditions. See doors shown on floor plan. i.e., door symbol [122], [126], etc. I b) ;?:12" on the push side, if the door has both a latch and a closer. • RESTROOM FIXTURES AND ACCESSORIES ~/ 2. Show or note, per Section 11158. 7 .1.3 that the doors to the accessible water closet compartment will be equipped with a self closing device with: See enlarged floor plans for.sanitary facilities. a) ;?: 32" clearance when located at the end of the compartment. b) ;?: 34" cle.arance when located at the side of the compartment. ./ . 3. Lockers must have a minimum of 1 or 1 % handicap accessible. See locations shown on floor plan. • SIGNAGE 4. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. • GROUP B OCCUPANCIES 5. Show or note that all employee work areas have ~ 36" wide clearances, except as modified in other portions in the code, per Section 11058.3.3.2. Carlsbad 00-4032 November 22, 2000 + PLUMBING, MECHANICAL.AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. The City ·suilding Official to review evidence of Health Department approval (for waste disposal). 2. Provide data on proposed hazardous material to be stored and used. USC, Section 307 and UFC. a) . Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in USC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. · c) Clearly show where in the bu.ildings each type of hazardous material· is being stored or used. • PLUMBING (1997 UNIFORM PLUMBING· CODE) 3. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, .routes, and slopes of the building sewer, site gas & site water lines. C~early show the limits of the private building sewer & the limits of the public sewer system (including sewer easements). 4. . Please show the elevation of the upstream sewer manhole cover. As per UPC, Section 710.0, provide backwater valves on all building drains whict,, serve plumbing fixtures with flood rim elevations below the public or private upstream manhole rim elevations. Only fixtures with flood rim levels below the public upstream manhole rim elevation may flow through a backwater valve. / 5. Clearly show the type of waste to be in the Laboratory Waste system? Acid waste system? 6. Show the required slope for the Laboratory Waste system. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 7. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). 8. 603.4.14 Water Treatment Units. Reverse osmosis drinking water treatment units shall meet the requirements of the appropriate standard(s) referenced in Table 14 ... 1. Waste or discharge from reverse osmosis or other types of water treatment units shall enter the drainage system through ~m airgap. (Also Section 611.0) · Carlsbad 00-4032 November 22, 2000 9. Detail the backflow protection of water connection to RO water system (non- potable water). UPC, S'ection 603.4.12. 10. Detail the water heater flue (vent) terminations as per UPC, Section 517.0. Minimum 8 feet from the wall or above the top of the wall. 11. Detail the water heater flue (vent) offsets, length, pitch and clearances as per UPC, Section 516.0. • MECHANICAL (1997 UNIFORM MECHANICAL CODE) 1'2. Provide smoke detection in supply air duct of air handling unit AH-1 ('air-moving system') for required shut-off for smoke control as per UMC, Section 608 and also see Section 203.· 13. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) b) c) d) e) f) g) h) i) j) k) I) m) Clearly show the type of material to be exhausted by each exhaust system. Detail the required make-up air as per UMC, Section 505.6. Detail the exhaust outlet clearances as per UMC, Sections 504.6 & 505.9. Clearly show the duct materials are suitable for the intended use. UMC, 1' Section 609.1 Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-8 & 5-C. Separate and distinct systems shall be provided for incompatible materials. UMC, Sections 505.2 . Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to \he exterior of the building without entering other space~/ UMC, Section 505.1. · Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. Detail duct cleanouts as per UMC, Section 609.4. Detail duct support as per UMC, Section 609.6. Detail fire protection as per UMC, Section 609.7; Detail clearances from combustibles as per UMC, Sections 609.8 & 609.8.1. Detail protection from physical damage as per UMC, Section 609.9. 14. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, 11, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. USC, Section 1202.2.2. Carlsbad 00-4032 November 22, 2000 ·15. "Equipment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible material shall be eq1.,1ipped with an approved method of collection and removal." USC, Section 306.8 16.. Ventilation air supply shall be sufficient to provide make-up air for exhaust · systems when required by thi$ code or the Building Code. Make-up air systems shall be electrically interlocked with ·their associated exhaust systems. UMC, Section 402.4. • ENERGY CONSERVATION 17.. Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems. Provide the completed ENV-1, ENV-2, ENV-3, L TG-1, L TG-2, MECH-1, MECH-2, MECH-3, and MECH-4 forms showing energy · compliance. 1'8. Complete energy plan check will be done when complete corrected energy designs are provided. 19. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 20. ·Provide automatic shut-off cqntrols for lighting as per Title 24, Part 6, Section 131(d). 21. Show the daylit areas and required daylit area lighting controls for new or relocated lighting in daylit areas. Title 24, Part 6, Section 131 ( c ). 22. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (b ) . . 23. Show the ma~e, model, type, and efficiency of th~ space heating (and cooling) system, as per the energy design. 24. The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. 25. The Documentation Author and the Principal Envelope Designer must sign the ENV-1 form. 26. The Documentation Author and the Principal Lighting Designer must sign the LTG-1 form. 27. The Documentation Author and the. Principal Mechanical Designer must sign the MECH..:1 form. Carlsbad 00-4032 November 22, 2000 Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) Where the corrected items have been addressed on the plans. + ELECTRICAL PLAN REVIEW + 1996 NEC + PLAN REVIEWER: MORTEZA BEHESHTI 1. Indicate the total load demand on the service. 2. On single line diagram sheet E6.1show the generator that note #13 indicates. 3. Provide a minimum of 1 foot-candle of emergency illumination at the floor level (provide calculations) and specify a second source of power for the.emergency. illumination (battery or generator). UBC 1003.2 .. 9.2 & NEC 700-16. 4. Note tne following requirements on the prints for panelboards supplying fire alarm equipment: Lockable cover, identified circuit breaker (red), and a breaker "lock-off' device to be installed. 5. Note that the main service will not be energized prior to the Building Inspectors' receipt of a third party NRTL testing laboratory performance test certification for the service ground fault protection. NEC 230-95 6. If utilizing a series-rated system, note on plans: "bvercurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22." and "The overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical equipment". ./ 7. Note that pull-sect'ion taps are factory installed, field installed per factory specifications (available at the site), or to be certified by a third party (NRTL certified) testing laboratory. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, . note on this list (or a copy) where the corrected items .have been addressed on the plans. Jj Carlsba4 00;.4032 November 22, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4032 PREPARED BY: Tony Embuido DATE: November 22, 2000 BUILDING ADDRESS: 2715 Loker Avenue BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING AREA Valuation Reg. PORTION. ( Sq. Ft.) Multiplier Mod. PER CITY-T.I. 11190 48.00 - A_ir Condit_ioning Fir:e Sprinkler:s TOTAL VALUE ,., . ----8y C)rd.ana_n~~-Jurisdiction Code CB, ' -. ' ' . I 1994 USC Building P~rmit Fee l•I ;I J 1994 UBC Plan Check Fee Type-of Review: 0 Complete Review 0 Repetitive Fee CEJRepeats Comments: Dother D Hourly I._ ______ _. Esgil Plan Review Fee VALUE -. D Structural Only ($) 313,320 313,320 I 1,370.081 890.551 712.441 Sheet 1 of 1 macvalue.doc • BUILDING PLANCHECK CHECKLIST DATE: (( / ~ (J'::} PLANCHECK NO.: CB /JO l[C>J,2 su1LDING A~oess: ....!:J~7...L.,z~s::.._-----'-t """'°-=~;..._;-:...._...,::,Aw~~-LA2~-~·=----------,---- PROJECT DESCRIPTION: :r:r;;... ASSESSOR'S PARCEL NUMBER: Jer'r -Et81-.2( EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. Tlie approval is based on plans, information ahd/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance With applicable code$. Please review carefully all comments attached, as failure to comply with instructions in this report c;an result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: the _ ttached report of deficiencies marked with . Make necessary corrections to plans or speci cati s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: , .. ; __ ,. -. . _-,, , , • . : ·,: -._ r , . -. -.FORi©FEICIAL USE ONLY--· _ : . --~ :: , , : " -: EN°GiN1:eR1Nci AUtH6RizAr.1<iN·To· ,ssue ·su,i61NG· PERMIT=:' · -· '.--' -' .. -,,-.. ·,._ -"" -~ ~~--~,---. -~--, ... ::.: -.. ,: _-.~ -:~ -. --" , ' ----~ •• -'» Dedication Application Dedication Checklist :···,'·~<;~' > -·-. -' -" .. -' ,. -,~-,.-·:,.:: :,1?·.·,: ----·-:' _. ---, oatel • 1_ ,:i 1 ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Improvement Application Improvement Checklist Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet H:IWORD\DOCSICHKLST\Suildlng Plancl1ec:k Cklst Fonn (Generlc),doc Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 1 Rev. 7/14100 D x/o BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or ~n approved drainage course. 2. ADD THE t=OLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building.'' B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. . D. Sewer and water laterals should not be l0cated within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number · C. Legal Description ·~ f)ruJ~ ~ . ~ '-'1 . ~ m.. µA., ...... 91 For commercial/industrial buildings and tenant improvement projects, include: \;J~~~~v--o-\ total building square footage with the s e foot e for each different use, <:..i~ '("l -0 ~--. existing sewer permits showing square footage of different uses (manufacturin , U'\) ~v warehouse, office, etc.) previously approved. ~ . ()° -.r-Ji' \;V,fu EXISTING PERMIT NUMBER \_)1)/ /~ (9~~A~\)~ ~>1·~ .~~~Q~~o.\ <-v ~~ -· -~ t~~ Cb~ H:IWORD\OOCSICHKLST\BuJldlng Plancheck Cldst Fonn (Genenc).doc 2 DESCRIPTION Rev. 7/14/00 D D ·D D D D D BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following l::ngineering Conditions of approval for Project No. ______________ -'------------ 4b. All conditions are in compliance. Date: _________ _ DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way _adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows:· _____ ___. __________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report .. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: _____________ _ Date: --,------ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Sectiofl 18.40.040. Public improvements required as follows: ----------------------- Attached please .find an application form and subm_ittal checklist· for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:IWORD\DOCSICHKLSi\Bu11d111g Plancheck Cklst Form (RIDDLE• HARVEY 7-12•00).doc 3 Rev. 12/26196 0 D D D D D D D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must Qe approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:-----'-------Date: ---- 6b. Construction of the public improvements niay be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Neighborhood Improvement Agreement will include the following: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized. to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. . GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the M'unicipal Code. · 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities ( cut, fill import,. export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit .must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. ·Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:IWORD\DOCS\CHKLSnBuilding Plancheck Cklst Form (RIDDLE• HARVEY 7-12·00),cl<Jc 4 Rev. 9/28/00 • D D , D D 0 D D D D D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required, 7e. If grading is not required,. write "No Gradirig" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, .driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. · Industrial Waste permit accepte<;I by: Date: 10. NP DES PERMIT Complies with the City's requirements of the Nationai Pollutant Discharge Elimination System (NPD!=S) permit. The applicant shall provide best management practices to reduce surface pollutar;:its to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occur~ 11. · 13Required fees are attached Cl No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. · If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units· received "standard" 1" service witt1 5/8" service. H:IV>'ORDIDOCS\CHKLST\Buildlng Plancheck Cklst Fann (Genellc),doc ·5 Rev. 7/14/00 • 1ST D. BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts-and maximum water demand in gallons per minute .(gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is .proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer .than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. lrrig_atiori services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 1.5: meter_(estimated 100 gpm) 2. If the· improvement plans do not list the irrigation meter and the service/meter will be installed via. another instrument such as the building plans or grading plans (w/ a right of w~y permit of co_urse), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line · • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Wor~e case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3. In gener~I. all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:IWQRD\OOCS\CHKLS'I\Bullding Plancheck Clclst Fonn (G-).doc 6 Rev. 7/14/00 D D DD ,, BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. l_rrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to , irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but ·is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: H:IWORD\OOCSICHKLST\Sulldlng Planclleck Cklst Fonn (Goneric).doc 7 Rev. 7/14100 ENGINEERING. DEPARTMENT FEE CALCULATION WORKSHEET _...,. : .. 0 ~e.· b-.:fs·ed -ori ~uric6nfirmed information from applicant. 1 ' ~ Calf ui~tion bas~d. on !;>uilding plane heck plan submittal. . Addre~;: • "j_ 7/5 . 'L:10Pc: jy-e We,s J--_:. Bldg~ Permit No. Cf3d'd ·1/o3;?·-----·;.:.' \ _.::· · Prepared by: ns:r: Date: /)1/tr/rJJ····~Check_e~ ~~; ____ Date:-'----- . EDU CALCULATIONS: List types and s9,._Uare !o6~~~~s for_-all uses. 7$.]iiL . ~ ~ ~ ch-v-~' \ . Typ~f Use. _______ Sq. Ft./Urnts. -. . . EDU's: 2, lc9- Types of Use: -----,,--~--Sq. Ft./Units: _____ _ EDU's: ADT C~LCULATIONS: List types and square footag) for all 1,1ses. s.e:e:::_--~ ' o{) ~ f,-v, c-.J...o..:S . Types Use: c.. · Sq. Ft./Units: ---.,----ADT's: 9L/ ,,,;, Type.s,o.f l)se:· ~~-'-·.--· _· '-~----\-'-,-'·. __ Sq. Ft./Units: --~--~ ADT's: -' FEES REQUIRED: · · . · : · .· . . . ' · WITHIN CFD: ~ridge & thor~~~h~ar~·f~~-i~ Pistrict in, reduced Traffic Impact.Fee) ~ D 1. PARK-IN-LIEU FEE . ~EEZUNm.:. ··.,: ri TRAFFIC IMPACT FEE • • PARK AREA & #: .: ·. '·· . ' . X . NO, UNITS: ! ' i--- :ADJ's/UNITS: '7' i ·x FEE/ADT: #-% =$ =$ *'8 D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ) :., i .ADT~/UNITS: __ -~: -------... , , _. ri -: X ZONE:._--,-..,..-;,_ FEE/ADTi~-,,__-~- . .'i • D 4. FACILITIES MANAGEMENT FEE , ..... r ,. ,, , - =$ ~ ~ UNIT/SQ.FT.: ·_ ·.··x ------'--FEE/$0:FT ./UNIT: ___ _ =$ ~ 5. SEWER FEE · EPU's: d.. ( o( . BENEFIT_.AREA: . G. EDU's: c:l. (~ ' ' rD ff. SEWER LAT,ERAL ($2,500) . ' . D 7. DRAINAGE FEES PLDA'--~-- ACRES: ------ 0 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE •·· \ I Word\Docs\Mlsfonns\Fee Calculatlon Worksheet X . X FEE/EOU: t/.59 FEE/EDU: f5 HIGH ___ /LOW __ X F;EE/AC: __ _ I'· =$ =$ =$ :::,$ METER FEE SDCWA FEE .,· ... ) \ ) ' -.. 1 of2 -- . - 1/153. OB .:)ol-L/o IRRIGATION Rev. 7/14/00 .. \ l ,,;. . ---- -fo 7oj, ~--:; J~ 8_;2 . --- '(., \_..r,,.·\·· ' ~\ ~,:-· :· ; ~1~ ·{fo7o)-:. { 0( w > ------~tro (br.;,") ;; Ye, 1 So_7o~.~---:. /,o/· -). ~ (3 :2. • •! .• : , ., I / <:_ ,_,,~ -1 ~" l C~--( CJ5 .· ,, • ·-. , I J. . LS3 -£ .. ;2.:2.C~J -G!J ~r \ --~ \ ·-· ~ 1*rft0 (s o?o) -o?. ~ I : ~(~r"2-o)-;; 3 / ., ~ ENGINEERING DEPARTMENT .FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOT AL OF ABOVE FEES*: $ --------- *NOTE: This calculaiion sheet is NOT a complete list of all fees which may be due. Oedi,cations and Improvements may also be required With Building Permits. ,,,. 2 of2 Word\Docs\Mlsforms\Fee Calculation Worksheet Rev. 7/14/00 PLANNING/ENGINEERINC APPROVALS PERMIT NUMBER CB L\Oo ~- ADDRESS & 1 l '5-'" lo 'l--cY -kv . N ·. "RESIDENTIAL RESIDENTIAL ADDITION MINOR. ( < $10,000.00) · OTHER DATE I}_~ ~-00 I ------- PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE' FAIRE COMPLETE OFFICE BUILDING ----------------------- PLANN~• DATE//g--cb ENGINEER DATE ------------------.---- DocsiMlsforms/Plannirig Engineering Approvals C.arlsbad Fire Department 004032 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requir(!Jments Category: Building Plan Reviewed by: Date of Report: _12_1_11_12_0_00 _______ _ Name: JKE Design Address: 2970 5th Ave. Suite 340 City, State: San Diego CA 92103 Plan Checker: Job #: 004032 ---,--,------ Job Name: Bldg #: CB004032 ---------------'--------=----Arcturus Applied Job Address: 2715 Loker Avenue Ste. or Bldg. No. ~ Approved D Approved Subject to ( D Incomplete Review FD Job# The item you have submitted for revie~ has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, -including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can resuit in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to ·indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 004032 2nd FD File.# 3rd Other Agency ID Carlsbad Fire Department ~ ' - 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Date of Report: _12_1_11_12_0_00 _______ _ Name: JKE Design Address: 2970 5th Ave-. City, State: San Diego CA 92103 Plan Checker: Job Name: Arcturus Applied Job Address: 2715 L,oker Avenue Suite 340 Reviewed by: 004032 004032 Fire Prevention (760) 602-4660 Ste. or Bldg. No. Implement all comments from technical report including flammable liquid storage cabinets. Carlsbad Fire ·Department -~-~ - 004032 1635 Faraday Ave. . Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 1112012000 ------------~-- Building Plan Reviewed by: Name: -JKE Design Address.: 2970 5th Ave. Suite340 City, State: San Diego CA 92103 Plan Checker: Job #: 004032 ------'--- Job Name: Arcturus Applied Bldg #: CB004032 -------------,------------- Job Address: 2715. Lpker Avenue Ste. or Bldg. No. D Approved D Approved Subject to 181 Incomplete Review FD Job#. The item you have submitted for review has been approved. The approval is based on plans, information and / or specificatio_ns provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance With applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install _improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions iii this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted .for review is. incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 004032 2nd FD File# 3rd Other Agency ID Requir,ements Category: Building Plan Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologies, proce~ses, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to req\,lire the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shalr be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. Requirement: Pending 05.33 Plan Revisions Ple~se submit 3 sets of corrected plans directly to the Building Department for routing to the appropriate departments. Page 1 11/20/00 9(VJ8d JKE DESIGN + ASSOCIATES J. KEN EDERINGTON, ARCHITECT TRANSMITTAL SHEET TO: CITY OF CARLSBAD AND THE ESGIL CORPORATION RE: THE ARCTURUS APPLIED GENOMICS PROJECT PLAN CHECK NO# CB 00 4032 2715 LOKER AVE. CARLSBAD, CA. ATTN: GLEN ADAMEK FIL~: 00.19-PLCK-121900 DATE: December 19, 2000. FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: E$GIL 858.560.1578 ASATTACHED PHONE NUMBER; ESGIL 858.560.1488 JKE PHONE NUMBER: 619-220-6900 RE: ARCTURUS # 004032 JKE FAX NUMBER: 619-295-1843 [lURGENT X FQR REVIEW D PLEASE COMMENT D PLEASE REPLY D PLEASE RECYCLE NOTES/COMMENTS· MRADAMEK PLEASE FIND THE ENCLOSED DOCUMENTS TO CLEAN-UP THE LAST OF THE PLAN CHECK COMMENTS. ARCTURUS HAS ENCLOSED A LETTER DOCUMENTING THE PROTOCOL THEY WILL FOLLOW AS OUTLINED IN THE TECHNICAL REPORT BY ERIKSEN-RATTAN. REGARDING THE USE-OPEN AND USE-TRANSFER OF CLASS I, ·II OR 111:-A LIOUiDS. MARY RATTAN, THE TECH REPORT WRITER THOUGHT ARCTURUS WOULD BE MORE APPROPRIATE TO WRITE THIS LETTER, AND I HAD DR. MARK ERLANDER SIGN IT. ALSO FIND A LOCATION PLAN FOR THE SAFETY CABINETS. ALSO FIND THE REVISED STRUCTURAL COMMENTS FROM HOPE ENGINEERING REGARDING THE FOUNDATIONS. AND WE CURRENTLY HAVE SOUTHLAND GEOTECH DOING A SOILS CLASSIFICATION AND ANALYSIS Of THE PROJECT. I WILL BE THERE AT 1:30 THIS AFTERNOON TO MEET WITH YOU REGARDING THESE ITEMS ANO OTHERS THAT THE MECHANICAL ENGINEER IN CLEARING UP. PLEASE CALL ME IF ANY OF THESE DOCUMENTS FALL SHORT OF RESOLVING THE ISSUES. THANK YOU Randy Biegenzahn 2970 FIFTH AVE'NUE SUITE 340 SAN DIEGO. CALIFORNIA 92103 JKEDESIGN.COM =<I I l.S: Tl 88-61-?;J /\ARCTURUS DATE: December 18, 2000 TO: Whom It May Concern FROM: Mark G. Erlander, Ph.D Vice President, Arc s Applied Genomics This memo is in response to Item l3F of the Mechanical section.of the Recheck Plan Correction List. Arcturus Applied Genomics states that: Use-open operation conditions that involve Class 11 Il or III-A liq\lids will be limited to amounts less than or equal to eight ounces in use at any one time at any one location. Also, The use-transfer of Class I, II or III-A liquids will occur within exhausted laboratory fume hoods that are located in Rooms 114 and 116. Arcturus Engineering, Inc. Ann t ......... .......... a.. . • • ,.. -........ . =OI l.S: ll SS-6T-?;T [] ~ D C 13 DJ [IE] ~ 0 ~ I a§ 0 g~ (-E+ a ·~ I ti_~1 .. --· :r: ..... 0! 0 z ' . . /\ ARCTURUS THERE SHAU BE A FLAMMABLE MATERIALS AND SOLVENT CABINETS LOCATED BELOW FUMEl-iOODS l & 2, THESE CABINETS WILL BE SEPARATED BY A 24" METAl DRAWER UNIT. THE ADDITIONAL FLAMMABLE CABINET Will BE LOCATED IN ROOM 118. THE WATER REACTIVE 2 MATERIALS STORAGE WILL BE IN AN APPROVED HAZ-MAT CABINET IN ROOM # 125. SEE LETTEltFROM ARCTURUS DATED 12/15/00 AIICtUIUS ..,.,UCO G!NOMIG L,\IORATOIY l!>Wlf IMNCMMENf 2715101111 '11/lNut •1•m, CMLSIAO, 0\ .,.ac, 0'11 A2.1 DE~-19-DD '10:38 F~OM--Hopa En11neerin1 Transmittal Da1e; December 19, 2000 619-235--4675 T-09& P.001/003 F-287 HOPE ENGINEERING 1301 Third Aver,ve Sui~e 300 San Diego. CA 92101 lEL: (61'1) 232•4.0;J FAX: (619) .23S-46?S lnfoQhapct>ngineering.com To: Ken Ederington I Randy Biegenzahn With; JKE DESIGN * ASSOCIATES 2970 Fifth Avenue. Suite 340 San Diego, CA 92103 Project: Project#: Arcturus T.I. 200140.00 From: E. Arvizu / J. Diebold Remarks Response to Plan Check Comments attached for your use. Copies To: Via: [ J Mail [ ] Other: [ ] FedEx [ ) Hand [ ] Fax 619-295-1843 Number of pages w/ cover: .1 ?-1 0 -i.l·n I • • "" Tr\ , 9(1)/-p(l)d =01 es: 11 ss-61-i1 OEC-19-00 10:38 FROJ.t-Hope En1ineer1nr 619-235-d675 T-096 P.D02/DD3 F~287 Response to Plan Review Comments-Plan File fF Carlsbad 00-4032 ~ Arcturus T.t I Hope EnginC;":cring I Item I Action I Comment/· ... -"/Respom•e I T Provide a·copy of the project soil report prepared by a California licensed architect or civ11-, engineer. The report shall include foundation design recommendations based on the l engineer's findings and shall comply with UBC Section 1804.2 l I . ., .... Hope/ This project is a tenant improvement of an existing shell building designed by 6url<ett and I I Southland Wong with plan checK revisions dated 9/27/88 and 11127/89. The allowable soil bearing Geotech ~apecity was 6000 psf under the original shell permit drawings and referenced a soils report by San Diego Soils dated June 8, 1988 under Jdb Number 04~7564-001-00-00. The . owner and architect attempted to locate the original soils report and soils engineer, but I have been unable to track down the original documents. ihe architect and owner have enlisted the services-of Southland Geotech to verify the soil conditions during excavation. · Southland Geotech will provide a soils update Jetter to verify the actual soil classification, ! expansion inde)(, and bearing capacity at time of excavation. See Soils Update .Letter. The foundation requirements for the tenant improvement are limited to bearing wall strip i footings for an unoccupied equipment mezzanin~ framed from light gage rnaterials and t\vo post footings for additional vertical load support of a new air handler. We chose· to design the foundations for an allowable bearing capacity of 1000 psf per the UBC Table 18-1-A and 18-1-C with the understanding that the soils clas~tflcation had to be berrer than the designation for 1000 psf bearing, as the original shell documents indicated 6000 psf. Per phone discussion with Mike Peterson on 11/27/00, the use of 1000 psf bear-ing is acceptable witttout ~ soils report as long as the mechanical mezzanine is not an occupied space. See Soils Update Letter from Southland Geotech for soil classification. and verification of I design bearing capacity. 8. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify-this value in Hope-U,s soil report and on the plans. Section 1629.4.2. ...... The site is located at least 12 km from the Rose Canyon F'ault, per Map# 0~36. A Soil I Type Sd is used, with Na = 1.0, Nv = 1.0 for the near source factors. These are listed on Sh~et S1 .1 of the drawings. 9. Specify ori the found~ion plan and I or structural specification's sheet the soil I ' classification, the soils expansion index, and the design bearing capacity of the foundation. Section 106.3.3. I Hope/ ....... I Southland Tenant improvements have been designed per the UBC minimum bearing values. prior to Geotech the soils engineer's report. See comments under Item 7 above. All work is within the I existing building stiell's footprint. Sons engineer to verify these values during excavation. ! See Soils Engineer Update Letter. I • 10 .. Investigate the potential for seismically induced soil liquefaction. and soil instability in Hope/ seismic :?ones 3 and 4. Section 1804.5. Southland .... . Geotech · See Soils Enaineer Update Letter. 11. Prov1e1e notes on Ute foundation plan listing the sous report recommendations ror foundation slab. Hope/ ---· Southland The slab on grade exists. per the building shell construction. Slab installed under current Geotech tenant improvements is limited to replacement of slab removed for placement of tenant I specific utilities. No soils report recommendations were available at time of foundation design. Soils engineer to verify foundation slab requirements/recommendations. -See I Soils Engineer Update Letter. ! Arcturus Plan Review Comrnents.doc 1/2 December 19, 2000 12-19-99 11:4?. TO: 9&/S&d =a1 es: n &&-61-z1 .; ' ' DEC-19-00 10:38 FROM-Hope Enrineerinr G19-235-d675 T-096 P 003/003 F-287 Response to Plan Review Comments -Plan Filer, Carlsbad 00--4032 "Arcturus T.I. / Hope Engineering [ Item l Action I Comment/...,../Response ,.,._ ..,..12""".-..-,--,----..-::::,T"""h_e_s_o~il,...'s_e_n_g_1n,...· e_e_r_rn_a_y-re_Q_u"'"'ir_e_t,...ha--:l:--:h-e-;/s'h-e-re"'."v:,:--ie-w--::-th_e..,..,f~o-u-n"T~a-ti:-:-.o-n-ex_c_a_v_a"7,li:-o-n-s.--=-N:-o-:-te-o-n-·-,, the foundation plan that "Prior to the contractor re<1uesting a Building Department foundation inspect'Ion, the soils engineer shall advise ttie building official in writing thc1t: H9pe/ Southland Geotech 13. Hope/ Southland Geotech 14. I Hope/ Southland Geotech a. The building pad was prepared in accordance with the soils report. b. The utility trenches have been properly backfilled and compacted, and c. The foundation excav,c1tions comply with ths intent of the soils report. Soils report recommendations were not available .at time of foundation design. Soils engineer to verify foundation requirements-See Soils Engineer Update Letter. These notes may be added to the Foundation Plan if reciuired by the soils engineer. Provid~ a letter from the soils engineer confirming that the foundation plan. grading plan, ~nd specifications have been reviewed and that it has been determined that the recommend:ations U1 the soil report are properly incprporated into the plans. (When required by the· soils report). ··••· See Soils Engineer Update Letter.. Foundation plan and details have not been completely checl<eci due to lack of soil's report. Additional corrections may follow upon submittal. Foundation plan and details ani based on Lise (see response to Item 7 above). See Soils Engineer Update Letter. Arcturus Plan Review Comments.doc 2/2 December 19, 2000 12-19-SQ 11:42 TO: 9S/9Sd =01 tROH:~1q ?~~ d~7~ p~~ 65: JI SS-61-Zl {,:--ti STRUCTURAL CALCULATIONS Arcturus T. I. Prepared for: JKE DESIGN+ ASSOCIATES 2970 Fifth Avenue, Suite 340 San Diego, CA92103 Prepared .by: Hope Engineering .1301 Third Avenue, Suite 300 . San Diego, CA 92101 HE Project# 200140.00 Arcturus -Tenant Improvements The structural scope ofwork for the tenant improvements includes the following: 1. Vertical support, equipment platform, and anchorage of Roof mounted equipment on existing panelized rodf system for the following equipment: a. Air Handler -8000 lbs (Requires posts, footings and beam support.) b. Heat Pumps -1 at 1250 lbs, 2 at 800 lbs, I at 300 lbs c. Condensing Unit -246 lbs d.. Exhaust Fans -2 at 450 lbs, 1 at 100 lbs e. Boiler "'"" 850 lbs f. Hydronics Equipment -approx. 400 lbs . . 2. Light gage framing and shear walls for an equip~ent mezzanine measuring approximately 250 square feet to be independent from the building shell, located over the restroom area between Grids 1 to 1.5 near Grid B. This mezzanine shall support two water heaters weighing up to a maximum load of 1000 lbs. 3. Equipment pad and anchorage of slab on grade mounted equipment, including an air compressor and vacuum pump. a. AC/1 -Air Compresser -i25 lbs b. VP/1 -Vacuum Pump~ 500 lbs max. 4. Typical detail for header support for glazing at new partition walls. Support to be provided by bracing above the ceiling line per a typical detail utilizing 3-5/8" stud framing. Architect to show header brace detail on Architectural plans. Project is located 12 km from the Rose Canyon Fault, hence Na=l.0, Nv=l.O. Design of the Tenant Improvements is based on a Soil Type of Sd. Design of the Tenant Improvements is in accordance with the 1997 Unifonn Building Code. ********************************************************************* The existing building is a tilt up concrete shear wall building designed by Burkett and Wong Structural Engineers under the 1985 UBC. The original soils report was by "San Diego Soils" project number: 04-7564-001-00-00, dated June 8 , 1988, with a maximum bearing capacity of 6000 psf. The s·oils report indicated bottom of footing to be 24 inches below exterior grade, and 1 '-6" below finished pad grade. Foundations under the tenant improvement are based on UBC minimum of 1000 psf, with the assumption of an Sd soil for seismic design, in the absence of a Soils Update Letter. the new rooftop equipment does not affect the mass used in the existing building's lateral design, as the added mass is within the design parameters of the existing building's lateral force system. The new mezzanine is framed with light gage framing and, plywood shear panels, which are independent of the building shell. Table of Contents: Design Criteria Roof Existing framing New framing New Column and Footing Mezzanine Framing Lateral Stud Framing Typical framing above window openings Mechanical Equipment Project name: Arcturus T. I. Project No.: 200140.00 ~ Gl-t:::,-:2.. RFl-12Fl4· RF \ <?-. -~p-J""7 CF\ MF\-MF,3 LMl SFl-5F4 ME1-M£Gf, . ~ . ,; ..... ' ... ~ HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB·--------------....!~=!:.=· :uf0u..,../,::J!4ol..£· _:_•.::::Cl'.)5-!..._ SHEETNo._· _______ OF-___ ...,.f,.,c..;1,___ CALCULATED BY---a __ E"=.:....:A'----DATE l-0 I ro l CHECKED BY _____________ DATE _____ _ SCALE ' . ! ....... l ........ ; ..... 1" ........... i ........ l ........... i ............ : ... · ... i ........ ! ......... ) ............ ! ......... .. __.___,_i j i I : ; i · ; i : (., r b:Z. Hope Engineering 1301..,Third Avenue Arcturus Roof Seismic Mass Comparison j := 1..10 Area:= 82, ft, 132, ft Area = I 0824 ft2 psf = lbf kip= 1000-lbf pcf = lbf Roof DL DLrfj := Perimeter:= (82,ft + 132,ft),2 ft2 ft3 OLwall := 8,in-150,pcf-22,ft,Perimeter 2x4at24oc Plywood 1/2 in. Roofing Susp. Ceiling Fire. Sprinkle.rs Insulation M/E/P equip./ducts 4xl 4at 8ft oc Glue Lam Beams 0.7-psf 1.55,psf 2-psf 2,psf 1-psf .25-psf 1.7-psf 0-psf 1.53-psf 1.8-psf. -DLroof = 12.53'psf Equipment Wt. Heat Pump (E) AHU-1 AC-I B-1 Heat. Pumps HP ·1, 3 Heat Pumps 2 Heat Pumps4 Exhaust F~m EF/1 Exhaust ·Fans EF2/3 Pumps Hydronics Skid (AS, etc.) I L equipw1j = 0.967kip i=I 13 L equipwti == 14.1 kip i=2 15 Perimeter = 448 ft DLwall = 941.6 kip Full Height Wall DLroof := L DLrfj DLroof = 12.53 psf j Wtroof := D1roof-Area + 0.5-DLwall Wtroof = 606.425 kip Check 5% of Roof Wt: .05-Wtroof = 30.321 kip DLequip := 1.7,psf Wtequip := DLequip,Area Wtequip = 18.401 kip i := 1..15 equipw1j := 967-lbf 8000-lbf 400-lbf 850-ibf (2),800,lbf· (1),300-lbf (I), 1450,lbf (I)· 100, Jbf · {2)-450,lbf (1)-300,lbf 400,lbf 0,lbf 0,lbf 0,lbf 0,lbf Exist. Equipment Weight Compare to proposed.Equip.Wt. below Proposed Equip Wt: L equipw1j = 15.067kip Designed EquipmenUMEP Allowance: Wtequip = 18.401 kip Added Equipment Weight under Tenant Improvement · L equipw1j = 15.067kip i =I Total Weight of exist. + added equipment is less than equipment allowance and less than 5% of roof I tilt-up wall weight at this level. Wtequip = 18.401 kip .05, Wtroof = 30.321 kip The weight of the existing and new equipment added under this Tenant Improvement is less than the design equipment allowance, and less than 5% of the building mass at the roof level, hence the existing building's lateral design is not affected by the added equipment under the current Tenant Improvement. Roof Seismic Mass Comparison.med 1 10/25/00 . ··,'~ HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB __________ ?,.."'-=a:::,=--<J---'f-o~.;_• -=(90~- SHEETNO; ________ OF 1? F l CALCULATED BY-,-, -----~-A--------DATE _ _,_!...._¢_/ t::c,"""""'---, CHECKEDBY~-......,-----DATE _____ _ 'SCALE HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 Joe __ hk;'---. ---=~'------'--'-. _______ ..,Z::.i.:cos.:::...!...I_J4=0 -'=·oo=-- sHEETNo._. ---=---------OF ~ e ~ CALCULATED BY...a.·----"'~-~--=----DATE I O I 120 CHECKEDBY----'------DATE _____ _ SCALE ' . j· ....... · 1·· .....• ~-....... . ; l ! i : ., ............ r ........ ! .. ·······1········ ; ......... + ....... t ..... · ; .......... 1 ........... 1 ...... t ...... i' ....... i ..... .. --,---+l· ......... L.. ..... ::;., ......... + .......... l ....... y ....... l" .......... \ ........ "l' ............ y .......... ! ............ ; ......... \ ............. 1 .......... ; ........... , · ....... ; ....... ·(-................ ,. ........ ; ........ ·1 ....... ··; ....... . Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Date: Job # 200140.00 Scope:. EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING ,_ __________ ......... -. ·-·-... . Rev: 510300 . ·----· ---·····--· --·· .. . ---·-----------=----, USer: KW-06015'1, Ver 5.1.3, 22-Jun-1999, Wln32 (c) 1983'99 ENERCAI.C . General Timber Beam B-1 A 3 1 8x22 1 2 General Information -----------·--·--·-· ---······-··· ----------~..,,,.............,--~ Calculations are designed to 1997 NOS and 1997 UBC Requirements Sec:tion Name Beam Width .BeamDepth Member Type 3.1~5x22.5 Center Span 39.50 ft ..... Lu 3.125in 22.500in GluLam Left Cantilever ft ..... Lu Right Cantilever Douglas Fir, 24F -V8 Fb Base Allow FvAllow ft ..... Lu Load Dur. Factor Beam End Fixity 1.250 Pin-Pin FcAllow E 2,400.0 psi 165.0 psi 560:0psi 1,800.0ksi r-------------···· --·--·--··-··-··----·-·-····--·-········· I Full Lengh Uniform Loads Center Left Cantilever Rigtit Cantilever ummary DL DL DL 112.00 #/ft #!ft #/ft LL LL LL Span= 39.50ft, Beam Width = 3.125in x Depth = 22.5in, Ends are Pin-Pin Max Stress Ratio 0.110 : 1 128.00 #/ft #!ft #!ft Maximum Moment 46.8 k-tt Allowable 65.9 k-ft Maximum Shear * 1 .5 Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow fb 2,130.26 psi Fb 3,000.00 psi Deflections 46.81 k-ft 0.00 k-ft O.QO k-ft 0.00 k-ft 65.92 fv Fv at 19.750 ft at 39.500 ft 101.12 psi 206.25 psi Reactions ... Left DL Right DL Shear: Camber: 2.21 k 2.21 k an I ever ... Deflection ... Length/Def! ... Length/Deft 412.6 192.53 Right Cantilever ... @Left @Right @Left @Center @Right Max Max 0.00 ft 0.00 ft 0.00 ft Beam Design OK 7.1 k 14.5 k 4.74 k 4.74k 0.000 in 1.723 in 0.000 in 4.74 k 4.74k Deflection 0.000 in 0.000 in -~~s Cale~ .l.,j4~KJ£ .:::_J' 7_2 ::C. .J 3 /~DK. 'f>~~gth;:1u,,.-i,v._'/JrL. __ o_.o _____ o.o __ __, Bending Analysis Ck 19.865 Le Cf 1.000 Rb @Center @ Left·Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction I Query Values 0.000 ft 0.000 Max Moment 46.81 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 7.11 k 34.473 in2 206.25 psi 4.74 k 4.74 k M, V, & D@ Specified ·Locations @·Center Span Location = •· 0.00 ft 0.00 ft 0.00 ft @ Right Cant. Location = @ Left Cant. Location = Sxx 263.672 in3 Cl 0.000 Sxx Reg'd 187.23 in3 0.00 in3 0.00 in3 @ Right Support 7.11 k 34.473 in2 206.25 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Area 70.313 in2 AlloWablefb 3,000.00 psi 3,000.00 psi 3,000.00 psi 2.709 in 2.709 in Shear 4.74 k 0.00 k 0.00 k . Deflection 0.0000 in 0.0000 in 0.0000 in • • .. Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Date: Job# 200140.00 Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING ------------·-~----------·-Rev: 510300 User: KW-060154, Ver 5.1.3, 22-Jun-1999, Wln32 (c) 1983-99 ENERCALC General Tim.ber ,Bearh Description I Sketch & Diagram 2~Ul j I I I j 11 l I j j j j l 111 n I I 1 rm iHTITTllTnl ! 240#/rt I I !lll!'!'!=46.Bk·lt 4---.... _, ..... -·----,-:Oma=X = •2,46210_,_ ..... --·-·• O· Rmax=4,7k Vmax-C!I left= 4.7k 3 1/8x22 1 2 Locai•'y" Denection (In) .so . .so Rev: 510300 User: KW-060154, Ver 5.1.-3, 22-Jun-1999, w,n32 (c) 1983-99 ENERCALC _ _ Description General Information Section Name Beam Width Beam Depth Member Type 3.125x22.5 Load .Dur. Factor Beam End Fixity 3.125in 22.500in GluLam 1.250 Pin-Pin -I Full Lengh Uniform Loads Center DL Left Cantilever DL Right Cantilever DL I Trapezoidal Loads #1 DL@Left #/ft DL@Right #/ft #2 DL@Left #!ft Dl.,.@Right #/ft #3 DL@Left #/ft DL@Right #/ft ummary Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Date: Job# 200140.00 '?-F5 Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING General Timber Beam Page I: ro ects 2000 200140.00 calcs ener le 001 WT=1205# E 3 1 8x22 1 2 GLB Calculations are designed to 1997 NOS and 1997 UBC Requirements Center Span 39.50ft ..... Lu Left Cantilever ft ..... Lu Right Cantilever Douglas Fir, 24F -VB Fb Base Allow ft ..... Lu 2,400.0 psi Fv Allow Fe Allow E 112.00 #/ft LL #/ft LL #/ft LL LL@Left LL@Right LL@ Left LL@Rlght LL@Left LL@ Right 165.0 psi 560.0 psi 1,800.0ksi #/ft #/ft #/ft 128.00 #/ft Start Loe 128.00 #/ft End Loe 128.00 ,#/ft Start Loe 128.00 #/ft End Loe 208.00 #/ft, Start Loe 208.00 #/ft End Loe 0.00 ft 0.00 ft 0.00 ft 0.000 ft 11.500 ft 16.000 ft 39.500 ft 11.500 ft 16.000 ft Beam Design OK Span= 39.50ft, Beam Width = 3.125in x Depth = 22.5in, Ends are Pin-Pin Max Stress Ratio o.748 : 1 Maximum Moment 49.3 k-ft Allowable 65.9 k-ft Maximum Shear * 1.5 Allowable Max. Positive Moment 49.31 k-ft at 19.276 ft Shear: @Left @Right Max. Negative Moment 0.00 k-ft at 0.000 ft Max @ Left Support 0.00 k-ft Max @ Right Support 0.00 k-ft Max. Mallow fb 2,244.38 psi Fb 3,000.00 psi , Deflections 65.92 fv Fv 106.13 psi 206.25 psi Reactions ... Left DL Right DL Camber: 2.21 k . 2.21 k an I ever ... - Deflection , .. Length/Defl Right Cantilever ... Deflection ... \,.ength/Defl @Left @Center @Right Max Max 0.000 in 0.0 7.5 k 14.5 k 4.97 k 4.87k 0.000 in 1.723 in 0.000 in 4.97 k 4.87k 0.000 in 0.0 • I Title : ARCTURUS T. I. Dsgnr:· JD/EA Description : Date: Job# 200140.00 12"F~ Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING Rev: 510300 User: KW-060154, Ver 5.1.3, 22-Jun-1999, Win32 (c) 1983•99 ENERCALC Description 8-1 AN NUMER ~-~ -------·. ~--·---- General Timber Beam E 3 1/8x22 1 2 GLB J,...., S.,.t,....r-e-ss~c=--a-:lc-. s--------·-·-------·----- Bending Analysis i: Ck 19.865 Le 0.000 ft Sxx 263.672 in3 0.000 Sxx Reg'd 197.26 in3 0.00 in3 0.00 in3 Area 70.313 in2 Cf 1.000 Rb @Center @ Left.Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction I Query Values 0.000 Cl Max Moment 49.31 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 7.46 k 36.180 in2 206.25 psi 4.97 k 4.87 k M, v; & D @ Specified Locations @ Center Span Location = 0.00 ft 0.00 ft 0.00 ft @ Right Cant. Location = @ Left Cant. Location = I Sketch & Diagram @ Right Support 7.30 k 35.384 in2 206.25 psi Bearing Length Req'd Bearing Length Req'd Moment .o,oo k-ft 0.00k-ft 0.00 k-ft 11~~/~i i iTi;fHTffffi I l i 11 ;r;· ;-; ; ; ';; ~-1;;-·i·; r.; ;·;' 112#/lt 12,li•T;;·;;_; ;;·; 12s,1rt n-·--.... . ..... , ; , ... , ..... · __ .,.1,2,i111~H j ft t ft 11 11 if j ii I ft j 1 1 128#/lt 20f/j/f;/ j 208#/lt .R!Jlax = 5.0k Vmax @ lert = 5.0k ~ = 49.3k·lt . : ---~Dma~x = -2.592,n • ··---· -·· · ·-<> Rmax = 4.9k Vmax @ rt= 4.9k f1.o.r-· :i::30 .. ;:::~:-.·---1'=.-=.-=.-.. t-.. -. ---+------+ .. "' ~2.07 I L :2.33 -,-. • -. . J -••.. ~. -Local y Deflection (in) Allowablefb 3,000.00 psi 3,000.00 psi 3,000.00 psi 2.843 in 2.780 in Shear 4.97 k 0,00 k 0.00 k Deflection 0.0000 In 0.0000 in 0.0000 in • • .so Rev: 510300 user: KW.()60154, Ver 5.1.3, 22-Jun-1999, Wln32 (c) 1983-99 ENERCALC Description General Information Title : ARCTURUS T. I. Dsgnr,: JD/EA Oescription : Date: Job# 200140.00 Sc;ope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING General Timber Beam Page 1 I: ro ects 2000 200140.0 calcs enercalc 001 31 8x221 2 LB Calculations are designed to 1997 NOS and 1997 UBC Requirements . . Section Name Beam Width Beam Depth .Member Type 3.125x22.5 Center Span 39.50ft ..... Lu 0.00 ft 0.00 ft 0.00 ft Load Dur. Factor Beam End Fixity 3.125in 22.500in GluLam 1.250 Pin-Pin Left Cantilever Right Cantilever Douglas Fir, 24F -VB FbBaseAllqw FvAllow Fe Allow E ft ..... Lu ft ..... Lu 2,400.0psi 165.0psi 560.0 psi 1,800.0ksi I Full Lengh Uniform Loads. Center Left Cantilever Right Cantilever I Trapezoida_l Load~ · #1 DL@Left DL@Right #2DL@Left DL@Right #3 DL@Left DL·@Right ummary DL DL DL #/ft #/ft #/ft #/ft #/ft #/ft 112.00 #/ft #!ft #/ft LL@Left LL@Right LL@Left LL@ Right LL@Left LL@Right LL LL LL 128.00 #/ft 128.00 #/ft 128.00 #/ft 128.00 #/ft 125.00 #/ft 125.00 #/ft #/ft #/ft #/ft Start Loe End Loe Start Loe End Loe Start Loe End Loe 0.000 ft 29.500 ft 33.500 ft 39.500 ft 29.500 ft 33.500 ft Beam Design OK Span= 39.50ft, Beam Width = 3.125in x Depth = 22.Sin, Ends are Pin-Pin Max Stress Ratio 0.766 : 1 Maximum Moment Allowable · Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Ma~. Mallow fb 2,128.08 psi Fb · 2,778.87 psi Deflections 46.76 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 61.06 fv Fv 46.8 k-ft 61.1 k-ft Maximum Shear * 1.5 Allowable at 19.750 ft at 0.000 ft Shear: 101.07 psi . 206.25psi Reactions ... Left DL Right DL Camber: 2.21 k. 2.21 k an I ever ... Deflection ... Length/Def! Right Cantilever ... Deflection ... Length/Deft @Left @Right @Left @Center @Right Max Max O.OOOin 0.0 7.1 k 14.5 k 4.74 k 4.73 k 0.000 in 1.723 in 0.000 in 4.74 k 4.73k oa 0.000 in 0.0 0.000 in 0.0 • • Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Job# 200140.00 Scope: General Timber Beam HP-1 WT=800 x221 2 GLB · 1 Stress ca_lcs Bending Analysis Ck 19.865 Le Cv 0.926. Rb @Center @ Left Support @ Right Support Shear Analysis D~sign Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction I Query Values 0.000 ft 0.000 Max Moment 46.76 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 7.11 k · 34.455 in2 206.25 psi 4.74 k 4.73 k M, V, & I;> @ Specified Locations @ Center Span Location = 0.00 ft 0.00 ft 0.00 ft @ Right Cant. Location = @ Left Cant. Location = I Sketch & Diagram Sxx 263.672 in3 Cl 0.000 Sxx Reg'd 201.92 in3 0.00 in3 0:00 in3 @ Right Support 7.10 k 34.403 in2 206.25 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft fTTTTTTTTT;''nTT7T·,,..'T'Tf"7T:-rlTT1 1 , 1 1 , . : 11 11ii111,:1 tit t IT t i l t,,, i I I, I,, t t n I; ; t t, t , , I, 112#/rt Rmax =1,7k Ymax@ left= 1.7k i ~=46.Bk-rt J ---='oma~x = -2.1·=59,....1n ____ _ Rmax = 4.7k Vmax @ rt= 4.7k 2.21 Local "y" eenection (In) Date: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING- Page 2 i: ro ects 2000 200140.00 calcs enercalc 001 Area 70.313 in2 Allowablefb 2,778.87 psi 2,778.87 psi 2,778.87 psi 2.707 in 2.703 in · Shear 4.74 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in • • • 1,60 5.55 9.50 .so Job # 200140.00 Title : ARCTl)RUS T. I. Dsgnr: JD/EA Descriptlon : Date: Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING . ·-·· -·------~--------------------···-------------~--General Timber ,Beam LB General Information Calculations are designect to 1997 NOS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.125x22.5 3.125in 22.500in GluLam 1.250 Pin-Pin I Full Lengh Uniform Loads Center Left Cantilever Right Cantilever DL DL DL Center Span Left Cantilever Right Cantilever Douglas fir, 24F -VS Fb-Base Allow FvAllow Fe Allow E . 112.00 #/ft #/ft #/ft LL LL LL 39.50 ft ..... Lu ft ..... Lu ft ..... Lu 2,400.0psi 165.0psi 560.0psi 1,800.0 ksi #/ft #/ft #/ft 0:00 ft 0.00 ft 0.00 ft • --~---~------·--·-·--·-·----------~~------------~------~ j Trapezoidal Loads I #1 DL@Left DL@ Right #2 DL@Left DL@Right #3 DL@Left DL@Right ummary #/ft #/ft #/ft. #/ft #/ft #/ft LL@Left LL@Right LL@Left LL@Right LL@Left LL@Right 128.00 #/ft 128.00 #/ft 64.00 #/ft 64.00 #/ft 112:00 #/ft 112:00 #/ft Start Loe End Loe Start-Loe End Loe Start·Loc Encl Loe 5.500 ft 39.500 ft 0.000 ft 5.500 ft 0.000 ft 5.500 ft Beam Design OK Span= 39.50ft, Beam Width = 3.125in x Depth = 22.5in, Ends are Pin-Pin Max Stress Ratio o. 773 : 1 Maximum Moment 47.2 k~ft Allowable 61.1 k-tt Maximum Shear * 1 .5 Allowable Max.PositiveMoment 47.17k-ft at 19.750ft Shec:1r: @Left @Right Max. Negative Moment 0.00k-ft at 0.000 ft Max @ Left Support 0.00 k-ft Max @ Right Support 0.00 k-ft Max.Mallow fb 2,146.79psi Fb 2,778.87 psi Deflections 61,06 fv Fv 106.36 psi 206.25 psi Reactions ... Left DL Right DL Camber: 2.21 k 2.21 k Right Cantilever ..• Deflection ... Length/Def! @Lett @Center @Right Max Max 0.000 in 0.0 7.5 k 14.5 k 4.99 k 4.76k 0.000 in 1.723 in 0.000 In 4.99 k 4.76k oa 0.000 in 0.0 0.000 in 0.0 Title : ARCTURVS T. I. Dsgnr: JD/EA Description : Date: Job# 200140.00 f.~}O Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING ." Rev: 510300 . ..... --···--------------··--·------------------------------, General Timber Beam Page 2 User: KW-060154, Ver 5.1.3, 22-Jun-1999, Wm32 (c)'l983a99 _ENERCALC Description · H -4 WT=1250 1 8x221 2 LB I-Stress-Cales Bending Analysis Ck 19.865 Le Cv 0.926 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports 0.000 ft 0.000 Max Moment 47.17 k-ft 0.00 k-ft · 0.00 k-ft @ Left Support 7.48 k 36.259 in2 ~06.25 psi Max. Left Reaction 4.99 k Max. Right Reaction 4.76 k Sxx 263.672 in3 Cl 0.000 Sxx Reg'd 203.70 in3 0.00 iri3 0.00 in3 @ Right Support 7.14 k 34.606 in2 206.25 psi Area 70.313 in2 Allowabiefb 2,778.87 psi 2,778.87 psi 2, 778.87 psi Bearing Length Req'd 2.849 in Bearing Length Req'd 2.719 in • 0 calcs enercalc 001 • Query Values -----------. ---------------~-·-----.. ·---·-----·-----------------~ M, V; &· D @ peci 1ed Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. location = 0.00 ft 0.00 ft 0.00 ft Moment O.O0k-ft 0.00k-ft 0.00 k-ft ""I s=k,_e.....,t~c~h.....,&~_ -=o'""i-ag-ra-m~--------------------------------- 11i«l Ii JI i ni I iminrmTn ii n nii 11n mn 112,,tt 2t~,H l l i I I I l + l I I l I l1TITT1 I I l I 111 I 111 l l I 12s,1tt 64 64#/tt .11 . 112#/tt ' 4-----· Rmax= 5,0k V1111x@lett = 5.0k !!IJ!!l!=47.2k-tt I ---·01111x = -2.485in ___ ... -4 R1111x = 4.8k V1111x@ rt= 4.8k i.74 1.99 2.24 Local "y" llellectlon (In) Shear 4.99 k 0.00 k 0.00 k 5.80 9.75 e ect,on 0.0000 in 0.0000 in 0.0000 in .so Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Job.# 200140.00 Date: Scope: EQ\,JIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING --------··~·----Rev: 510300 User: KW-060154, Ver 5.1.3, 22-Jun-1999, Wln32 (c) 1983-99 ENERCAl.C . Description U-1 WT=241# E General Information Section Name Beam Width Beam Depth Member Type 3.125x22.5 Load Dur. Factor Beam End Fixity I Full Lengh Uniform Loads 3.125in 22.500in GluLam 1.250 Pin-Pin General Timber· Beam i: LB Calculations are designed to 1997 NOS and 1997 UBC R~quirements Center Span Left Cantilever Right Cantilever Douglas Fir, 24F -VS Fb Base Allow FvAllow Fe Allow E 39.50ft ..... Lu ft ..... Lu ft ..... Lu 2,400.0psi 165.0 psi 560.0 psi 1,800.Qksi 0.00 ft 0.00 ft 0.00 ft Center DL 112.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft I Trapezoidal Loads #1 DL@Left #!ft LL@ l.,eft 128.00 #/ft Start Loe 0.000 ft "DL@Right #/ft LL@Right 128.00 #/ft End Loe 34.000 ft #2 DL@Left #/ft LL@ Left 128.00 #/ft Start Loe 37.500 ft DL.@Right #/ft LL@Right 128.00 #/ft End Loe 39.500 ft #3 DL@Left #/ft LL@ Left 125.00 #/ft Start Loe 34.000 ft DL@Right #/ft LL@Right 125.00 #/ft End Loe 37.500 ft #4 DL@Left #/ft LL@ Left 64.bo #!ft Start Loe 34.000 ft DL@Right #!ft LL@Right 64.0d #/ft End Loe 37.500 ft _ummary Beam Design OK Span= 39.50ft, Beam Width =· 3. 125in x Depth = 22.5in, Ends are Pin-Pin Max Stress Ratio 0.113 : 1 Maximum Moment · Allowable Max. Positive Moment Max. Negativi,? Moment Max @ Left Support Max @ Right Support Max.Mallow fb 2·, 148.49 psi Fb 2,778.87 psi Deflections 47.21 k-ft 0.00k-ft 0.00 k-ft 0.00 k-ft 61.06 fv Fv ea. oa -1.149in 19.750 ft 412.6 47.2 k-ft 61.1 k-ft Maximum Shear * 1.5 Allowable at 19.908-ft at 0.000 ft Shear: 105.24 psi 206.25 psi Reactions ... Left DL Right DL Camber: 2.2.1 k 2.21 k an I ever ... Deflection ... Length/Deft Right-Cantilever ... Deflection ... Length/Deft @Left @Right @Left @Center @Right Max Max 0.000 in 0.0 7.4 k 14.5 k 4.76 k 4.93k 0.000 in 1.723 in 0.000 in 4.76 k 4.93k 0.000 in · 0.0 I I ----------------·-""·--··---- Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Date: Job# 200140.00 Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING Rev: 510300 . User: KW-060154, Ver 5.1,3, 22-Jun-1999, Win32 General Timber Beam Page 2 i: ro ects 2000 200140.00 calcs enercalc 001 (c) 1983·99 ENERCALC escription I Stress Cales Bending Analysis· Ck 19;865 Le Cv 0.926 Rb @Center @ Left Support @ Right Suppor_t Shear Analysts De~ign Shear . Area Requifed Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction I Query Values 3 18x221 2 LB 0.000 ft 0.000 Max Moment 47.21 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 7.14 k 34.620 in2 -206.25 psi 4.76 k 4.93 k ----------- Sxx 263.672 in3 Cl 0.000 Sxx Reg'd 203.86 in3 0.00 in3 0.00 in3 @ Right Support 7.40 k 35.878 in2 206.25 psi Bearing Length Req'd Bearing Length Req'd _ M, V-, & D·'@ Specified Locations @ Center Span Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Right Cant Location = @ Left Cant. Location = Area 70.313 in2 Allowablefb 2,778.87 psi 2,778.87 psi 2,778.87 psi 2.720 in 2.819 in Shear 4.76 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in • • I Sketch & Diagram ·---·----.. -... ·--------------------··----·· --------------,, ll~~u j j l l j l I l I j I I 11 l j I j I l mnmmrrrn 112#/lt. 12.~,u1111111111111111111ii1nnnmm 12a,,'h . ffl12$~/tl28#/lt 12 f: 125#/lt 64 t 64#/rt J..,. 1 _______ -----;~~-~=~4,7..,.~=k·,..rt ____ _,l Omax = ·2.4B7in Rmax= 4,8k Vmax Cl> lelt = 4,8k Rmax =4.9k Vmax@ rt= 4.9k Ben so Job # 200140.00 Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Date: Rr' 3 Scope: General Timber Beam EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING i: EF-2 WT=450# 3 18x221 2 LB General Information CalculatfonsarEi°·designed to 1997 NDS and 1997 UBC Requirements Section Name ·Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.125x22.5 3.125in 22.500 in GluLam 1.250 Pin-Pin I Full Lengh Uniform Loads Center Left Cantilever Right Cantilever I Trapezoidal Loads #1 DL@Left DL@Right #2 DL@Left D!,.@Right I Point Loads DL DI:. DL #!ft #/ft #!ft #/ft Center Span 39.50ft ..... Lu Left Cantilever ft ..... Lu ft ..... Lu Right Cantilever Douglas Fir, 24F -V8 Fb Base Allow FvAllow 2,400.0psi Fe Allow E 112.00 #/ft #!ft #/ft LL@ Left LL@Right LL@Left LL@Right 16s LL LL LL 165.0 psi 560.6 psi 1,800.0ksi 128.00 #/ft 128.00 #/ft 128.00 #/ft 128.00 #/ft 16s #/ft #!ft #/ft Start Loe End Loe Start Loe End Loe 16s lbs 0.00 ft 0.00 ft 0.00 ft 0.000 ft 24.000 ft 27.500 ft 39.500 ft lbs lbs lbs lbs bead Load Live Load ... distance lbs 171.0 lbs 24.000ft lbs 171.0 lbs 27.500 ft lbs 0.000 ft lbs 0.000ft 0.000ft 0.000 ft 0.000ft ummary Span= 39.50ft, Beam Width= 3.125in x Depth= 22.5in, Ends are Pin-Pin Max Stress Ratio o.755 : 1 Maximum Moment Allowable Max. Positive Moment . Max. Negative Moment Max@ Left.Support Max @ Right Support Max. Mallow fb 2,097.22 psi Fb 2,778.87 psi Deflections 46.08 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 61.06 fv Fv 46.1 k-ft 61.1 k-ft Maximum Shear * 1.5 Allowable at 19.592 ft at 0.000 ft Shear: 100.33 psi 206.25 psi Reactions ... Left DL Right DL Camber: 2.21 k 2.21 k an, e.ver ... Deflection ... Length/Def! Right Cantilever ... Deflection ... Length/Def! @Left @Right @Left @Center @Right Max Max 0.000 in 0.0 Beam Design OK 7.1 k 14.5 k 4.70 k 4.67k 0.000 in 1.723 in 0.000 in 4.70 k 4.67k oa 0.000 in 0.0 0.000 in 0.0 • • • Rev: 510300 User: KW--06015", Ver.5.1,3, 2i-Jun-1999, Wln32 (c) 1983-99 ENERCALC ' Title : ARCTURUS T. I. Dsgnr: JD/EA De~cription : Date: Job# 200140.00 1Z F-14,, Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING ---------------------------------::---~ General Timber Beam i: ro ects 2000 200140.00 calcs Description E -2 WT=450# E 3 1 8x22 1 2 LB I Stress Cales Bending Analysis Ck 19.865 Le Cv 0.926 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable· - Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000ft 0.000 Max Moment 46.08 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 7.05 k 34.204 in2 206.25 psi 4.70 k 4.67 k I Query.Values M, V, & D @. Specified Locations @ Center Span Location = 0.00 ft 0.00 ft 0.00 ft @ Right Cant. Location = @ Left Cant. Location = Sxx Cl 263.672 in3 Area 0.000 Sxx Reg'd 19'8.99 in3 0.00 in3 0.00 in3 @ Right Support 7.01 k 33.970in2 206.25 psi ' Bearing Length Req'd Bearing Length Req'd 70.313 in2 Allowable fb 2,778.87 psi 2,778.87 psi 2,778.87 psi 2.687 in 2.669 in •· --------·---··-----------------·---------------,, Deflectfo~ Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 4.70 k 0.00 k 0.00 k 0.0000 in 0.0000 in 0.0000 in I Sketch & Diagram . ---------------------------------. -----------···--------~, I L------------~-':.~6:~k-rt .. ----------Dmax = -2.423in ·<> Rmax = 4.7k vmaxOlefl:=4.7k Rmax = 4.7k Vmax@ rt = 4.7k ,ii.as·-Ifs.so -9.75 Be .so :1.45 •!.70 ·· · r · ~i.94 .. ._. -. . !i:18 _ +--· --·r----· Local "y" Denection (In) HOPE ENGINEERING· 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB--,---------,----L-2:~q;=/c..:4z:!:!:D...:.• . ..!:O~f2~--- SHEET NO. _________ _ CALCULATED BY ______ ,::15:..:A~-,---- OF·-~?,FF-i.~Vp~·· - DATE_-.:..:Jo:::....J-/,..t,c...e,.___ __ _ t . CHECKED BY-~--------DATE _______ _ ' ' '. i ' : : , ·; . : I i i : : : ; l ..... ] ...... 1 ........ . Title : ARCTURUS T. I. Dsgnr: JD/EA Description : Job# 200140.00 ,--------------·-···-·-.-·--·-Rev: 5[0300 \Jsef: KW-060154, Ver 5.1.3, 22-Jun-1999, Wln32 . (c) 1983-99 ENERCALC escription · Scope: General Timber Beam H-1 8000# Date: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING General Information --·~ ---------c-a,-c-uliiions.are designed to 1997 NOS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type toad Dur. Factor Beam End Fixity 5.125x18.0 5.125in 18.00din GluLam 1.000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F -VS Fb Base.Allow FvAllow Fe.Allow E 18.00ft ..... Lu 3.00ft ..... Lu 4.00ft ..... Lu 2,400.0ps, 165:0psi 560.0psi 1,800.0ksi 0.00 ft 0.00 ft 0.00 ft J Point Loads _ bead Load Live Load ... distance i.@fo.b los 2,111.0 lbs 0.000 ft ,.MMIBs .2,111.0lbs '8.000ft 1,@a§.bi6s 2,111.0 lbs 16.000ft lbs lbs 0.000 ft · 16s lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000ft ummary Beam Design OK Span= 18.00ft, Left Cant= 3.00ft, Right Cant= 4.00ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin-Pin Max Stress Ratio 0.494 : 1 Maximum Moment 20.1 k-ft Allowable 54.0 k-ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max.Mallow fb 869.52 psi Fb 2,340.44 psi Deflections 20.05 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 53.98 fv Fv at at 81.52 psi 165.00 psi Maximum Shear * 1.5 Allowable 8.000 ft 0:000 ft Shear: Camber: Reactions ... Left DL Right DL 2.75 k 2.20 k an I ever ... Deflection ... Length/Def! Right Cantilever ... Deflection ... Length/Def! @Left @Right @Left @Center @Right Max Max 0.073 in 1,312.8 J Stress Cales ·--· -~-----·----·----... ------·-----··-------·-----··-----··-----··· ··---· Bending Analysis ·Ck 22.210 ·Cv 0.975 @Center @ l,.eft Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 ·Max Moment 20.05 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 3.76 k 22.788 in2 165.00 psi 6.27 k 5.01 k Sxx Cl 276.750.in3 0.000 Sxx Reg'd 102.82 in3 0.00 in3 0.00 in3 @ Right Support 7.52 k 45.576 in2 165.00 psi Bearing Length Req'd Bearing Length Req'd I Query Values-··-. -----.... ,---- M, V, & D @ Specified Locations @ Center Span Location = •. @ Right Cant. Location = @ Left Cant .. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Area 92.250 in2 Allowable fb 2,340.44 psi 2,340.44 psi 2,340.44 psi 2.184 in 1.747 in Shear 2.51 k 2.51 k 2.51 k 7.5 k 15.2 k 2.51 k 5.01 k 0.073 in 0.152 in . 0.110 In 6.27 k 5.01 k 0.167 in 575.8 Deflection 0.0000 in 0.0000 in 0.0000 in • • .. .---~--------.. -----· -·-·· Rev: 510300 t.Jser: KW.Q60154, Ver 5.1.3, 22-Jun-1999, Win32 . (C) 1983-99 ENERCALC Title: ARCTURUS T. I. Dsgnr: JD/EA Description : Date: Job # 200140.00 , I2-F l~ .. Scope: EQUIP. SUPPORT AND ANCHORAGE, MEZZ. FRAMING -----,~·--·-·-· -... -··--·---·----···-·--·-·· --·· --------------~ General Timber Beam i: ro ects 2000 200140 • Description NEW GLB UNDER AH-1 8000 I Sketch & Diagram --·------·---~---· --··--~------------~ .. ,.,.,---·-··-···-----------------·------------~ Rmax,= 6.3k !:!!Ti'•= 20.lk·ft . -. ·omax = ·0,231in Vmax ~ left = 2.Sk Dell@ left end= -0.lllln 0 . 4_ft 0 Rmax = 5.0k Vmax@ rt =·5.0k Den @ right end-= -0.167ln .oo l lo,os ···--f--· - {0.12 .. r ___ : ____ _ ,0.15 , 1 t0.19 , -·' ·-·-: __ ,. Local "y" oenection (in) HOPE ENGl·NEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB ____ --,-_____ UJ':>~c;...l.LJ1'/'.:,=....:J.·Cl?>..,r;..L __ SHEETNQ, ________ OF Gt:'/ CALCULATEDBY-'·------DATE _____ _ CHECKEQ'BY-------"----DATE _____ _ HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 .... -~-.......... , . . .... ~ ~-..... ~ -~-~ -......... ,. -··· . _.,._ . JOB _________ __,_;7--_,t7J~l'-'1''--o_·_O_;;O;;c.__ SHEETNO. _________ OF .Mf: l CALCUUI.TEDBV ___ e~A ___ DATE , o/ Do qHECKEDBY-~-----DATE _____ _ HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB-------,--------~~=~t..:i49-i:=.:....:..:·C=::i::::>:.=..'_ SHEETNQ. __________ OF · Mf::Z., cALcuLATEo.av __ ___;E=A.:..;.... ____ oATE _ _.1,p=-.i/ .... 0.....-0,c.._ __ CHECKEDBY--'-----'--'-------DATE ______ _ SCALE ···t····· .. i ............. ! --,---c,--- HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB------''-------,-----'-----''.2::<22"--==-a..· .._,/.4¢,...a.='--'.('.l'.)='-- SHEETNO. __________ OF 11&.F: 3 CALCULATED BY-----~~~~---DATE J l) £<:>o CHECKED BY ___________ _ DATE _______ _ SCALE ........ : .......... . : i : : ·:· ····-i--··· --i-·········· ....... , ..... : ... ····1······+··········--i--·········'······ .: ........ . •..• ! .......... i .......... ·········{··· ···{ ....... E .................. . ! : .... ·1 ...... !.. ......... ; ..... .i ........... . .l' HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB ______________ _ SHEETNO. _____________ OF __ .;..Jb::;;::L&M~I -- CALCULATEDBY ______ DATE ____ _ CHECKEDBY--'-------DATE ____ _ SCALE HOPE ENGINEERING 1301 Third Ave., Ste .. 300 San Diego, CA 92101 JOB ____________ --L.2'~trJLL.f../..i.:4P~· _o_~_, SHEETNO •. _______ OF 5f I CALCULA~OBY·-'--____,f=-A._,__---'-------DATE lo [oo CHECKE!)BY _________ DATE. _____ _ _ SCALE - HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 JOB----------------.<:..,.:J....:~'=.J./~~=..:•:..!:~~:,__----- SHEET NO. ___ ...;..... ______ _ OF __ ~, .... 2:.....f.__"c_.-'--- CALCULATED ev ___ E=-A-'-------JO/ CJ1'J DATE _ _..c-+,-=,_., ___ _ CHECKED ey _________ _ DATE _______ _ SCAU: -I ·HOPE ENGINEERING 1301 Third Ave. Ste. 300 San Di~go, CA 92101 Job: ARCTURUS.-200140.00 Sheet No: Of: Calculated By: ea Date: LIGHT GAGE BRACE AXIAL LOAD CAPACITY BASED ON AISI DESIGN MANUAL Section 358XC~8 B f'ZAC6 At ~l -o'' o-c. -rYf JC-A--c-A--. APPLIED LOAD P= 0.548 k tJJT'F3-TUPfZ.. Lu-t.v,~ w-e~ LENGTH OF AXIAL MEMBER L= 11.5 ft MATERIAL PROPERTIES F= y 33 ksi SECTION PROPERTIES Ag= 1.819 in2 Ky= 1 K-x-1 K1= 1 r = y 0.607 in rx = 1.428 in E= Ae= Xo= C= w J= ro = 29500 ksi 0.428 in? 1.344 in 0.5984 in6 0.000906 in4 2.053 in CALCULATED SECTION PROPERTIES KyUry = 227.3 ksi <200 O.K. KxUrx = 96.6 ksi <200 O.K. ~= 0.571 5,6 ksi Flexural Buckling Fe= (Eq. C4.1-1) 2 5 ksi Torsional • _ Buckling (Eq C3.1.2-10) F,= 2.4 ksi Tors'ional Flexural Buckling Controls Ac= 3.68 · (Eq. C4-4) 2.14 kSi (Eq.C4-2) 0.9 k > 0.548 k OK G= 11300 ksi 2 4 ks. Torsional Flexural • 1 Buckling (Eq C4.2.•1) 10/27/00 JOB NAME: ARCTURUS JOB NO.: 200140 LATERAL FORCE ON. ELEMENTS OF STRUCTURES PER 1997 UBC SEC. 1632.2 Fp=Ap*Ca*lp/Rp(1 +3Hx/Hr)Wp EQ. 32-2 Fp=.7*Ca*lp*Wp(NOT .LESS THAN) EQ. 32-3 Fp=4*Ca*lp*Wp(NOT MORE THAN) EQ. 32-3 Hx= ELEMENT OR COMPONENT ATTACHMENT ELEVATION(FT.) Hr= STRUCTURE ROOFELEVATION(FT.)(SHALL NOT BE LESS THAN ZERO) Wp= DEAD WEIGHT OF ELEMENT OR COMPONENT BUILDING ADDRESS: 2715 LOKER AVENUE WEST SEISMIC ZONE= 4 SOIL TYPE= Sd TYPE OF FAULT= B DISTANCE FROM FAULT= I= 1 PER TABLE 16-Q Ca= .44Na 0.44 PER TABLE 16-0, ITEM I Rp= 3 Ap= 1 5 KM PER TABLE 16-5 Na= 1 (MIN.) (MAX.) Hx= Hr= Ca= 0.44 1+3Hx/Hr= Fp= Fp= FP= WALLS 2.80 12 20 0.147 0.308' 1_.760 WALLS 0 20 1.00 0.147 0.308 1.760 ROOF 20 20 4.00 0.147 0.308 1.760 HOPE ENGINl;ERING 1301 Third Ave., ste. 300 San Diego, CA 92101 Job: ARCTURUS T. I. -200140.00 SheatNo. _________ OF ____ _ Calculated By DATE ___ _ CHECKED BY DATE. ___ _ Equipment Anchorag_e Design 97 UBC Allowable Stress Forces Equipmeat Data; Location: AC-1 -400# Weight Wp= 0.4 kip Height = 31 in HTC.G. = 20.7 in Width . = 18 in Length L= 48 in Edge Distance = 3 in d (Governing} = 12 in -Sei&mi~ Data: . Na = 1.0 ap = 1.0 Rp = 3.0 Ip = 1.0 Ca = 0.440 Roof Ht = 20.0 ft Equip Ht -20.0 ft Fp Dsgn = 0.587 Wp Eqn(32-2) Fp Max ::::: 1.760 Wp Eqn(32-1} FpMin = 0.308 Wp Eqn(32-3} Fp = 0.587 Wp <---Governs Fp = 0.23 kip Fp (ASD} = 0.17 kip AacbQr EQrce&: OTM = 3.5 kip-in RM = 2.2 kip-in Tension Force = Shear Force = 0.109 kip < 0.17 kip < Unit Check = 0.14 < . Beariag Capacity Cb eek: Allowabe Soil Bearing Pressure qa = Cone. Density = 145 pcf Pad Thickness = 4 in Pad Weight = 48.33 psf Equip. Weight = 66.67 psf Total Weight -115.00 · psf < qa= 'USE: Tall = Vall = 1.33 300 300 Am;bQ~ Data: Anchor: LAG SCREW ICBO# NOS Diameter= 3/8" in Embed = 3 in Allowable Anchor Tension = 1200 Number of Tension Bolts = 2 Allowable Anchor Shear = 438 Number of Shear Bolts = 4 Ailowable Stress Increase = 1.33 Ii\ ¥p Wp \I .. tc T < > D Elevation 2.4 kip 1.752 kip Thus OK psf OK OK ~ . l. I\ + c.g L -, r IW < w > Plan View h Anchor Load Diagram psf OK lb bolts lb HOPE ENGINEERING 1301 Third Ave., ste. 300 San Diego, CA 92101 Job: ARcTuRus T. 1. -20014.o.oo M&z SheatNo. ------,--OF ____ _ Calculated By DATE ___ _ CHECKED BY DATE. __ _ Equipment Anchorage Desi,gn 97 UBC Allowable Stress Forces Equipment Data: Location: EF-2 AND 3-450# Weight Wp= 0.45 kip Height = 42 in HT C.G. = 28.0 in Width = • 25 in Length L = 34 in Edge Distance = 3 in d (Governing) = 19 in Seismic Data: Na = 1.0 ap = 1.0 .RP = 3.0 Ip = 1.0 Ca = 0.440 Roof Ht = 20.0 ft Equip Ht ·-20.0 ft Fp Dsgn = 0.587 Wp Eqn(32-2) Fp Max = 1.760 Wp Eqn(32-1) Fp Min = 0.308 Wp Eqn(32-3) Fp = 0.587 Wp <---Governs Fp = 0.26 kip Fp (ASD) = 0.19 kip AD$<hQr E2rte&: OTM = 5.3 kip-in RM = 3.8 kip-in Tension Force = 0.075 kip < Tall = Shear Force = 0.19· kip < Vall = Unit Check = 0.14. < 1.33 Bearing capacity Check: Allowabe Soil Bearing Pressure qa = 300 Cone. Density = 145 pcf Pad Thickness = 4 in Pad Weight = 48.33 psf Equip. Weight = 76.24 psf Total Weight = 124.57 psf < qa= 300 'USE: 2.4 1.752 Thus OK psf psf Anchor Data: Anchor: LAG SCREW .ICBO# NDS Diameter= 3/8" in Embed = 3 in Allowabl~ Anchor Tension Numl;>er of Tension Bolts Allowable Anchor Shear Number of Shear Bolts Allowable Stress Increase = = = = = ¥p Wp 1200 2 438 4 1.33 I[\ 'Lt .. tc T < > D Elevation µ l 1,1\ + L .c.g '"'I r \/ < w > Plan View kip OK kip OK tbt vb r h Anchor Load Diagram OK lb bolts lb ' . HOPE ENGINEERING 1301 Third Ave., ste. 300 San Diego, CA 92101 Job: ARCTURUS T. I. -200140.00 Sheat No. "-'--'-------OF ____ _ Calculated By_--=----------DATE. ___ _ CHECKEP BY DATE. __ _ Equipment Anchorage Design 97 UBC Allowable Stress Forces Equipment Data: Location: HP-1 AND 3-800# Weight Wp= 0.8 kip Height = 33 in HT C.G. = 22.0 in Width =-• 45 in Length L= 72 in !=dge Distance= 3 in d (Governing) = 39 in Seismic Data; - Na = 1;0 ap = 1.0 Rp = 3.0 Ip = 1.0 Ca = 0.440 Roof Ht = 20.0 ft Equip Ht = 20.0 ft i=p· Dsgn = 0.587 Wp Eqn(32-2) FpMax = 1.760 Wp Eqn(32-1.) Fp Min = 0.308 Wp Eqn(32-3) Fp = 0.587 Wp <---Governs Fp = 0.47 kip Fp {ASD} = 0.34 kip Ancbor Eoa;;es; OTM = 7.4 kip-in RM = 14.0 kip-in Tension Force = -0.171 kip < Tall = Shear Force = 0.34 kip < Vall = Unit Check = 0.10 < 1.33 Bearing Capacity Cbe_ck; Allowabe Soil Bearing Pressure qa = 300 Cone. Density = 145 _pcf Pad Thickness = 4 in Pad Weight = 48.33 psf Equip. Weight = 35.56 psf Total Weight = 83.89 · psf < qa= 300 ;., 4.8 3.504 Thus OK psf psf Anch_or Data; Anchor: LAG SCREW ICBC# NOS Diameter= 3/8" in · Embed = 3 in Allowable Anchor Tension = 1200 lb Number of Tension Bolts = 4 bolts Allowable Anchor Shear = 438 lb Number of Shear Bolts = 8 Allowable Stress Increase = 1.33 I[\ ¥p h Wp ,11 • tc kip kip OK No Net Uplift OK T < > D Elevation ~ l 11 I\ + .c.g L h ,... 1,v < w > Plan View tbt vb r Anchor Load Diagram " ' , HOPE ENGINEERING 1301 third Ave., ste. 300 San Diego, CA 92101 Job; ARCTURUS T. I. -200140.00 Me4 Sheat No. _______ OF ____ _ Calculated By _____ _ DATE. ___ _ CHECKED BY ------DATE __ _ EquipmentAnchorage Design 97 UBC Allowable Stress Forces · Equipment Pata: Location: B-1 -850# Weight Wp= 0.85 kip Height = 57 in HT C.G·. = 38.0 in Width = '29.5 in Length L =:= 45.75 in Edge Distance = 3 in d (Governing) = 23.5 in Seismic Data: Na' = 1.0 ap = 1.0 Rp = 3.0 Ip = 1.0 Ca = 0.440 RoofHt = 20,0 ft Equip Ht = 20.0 ft FpDsgn = 0.587 Wp Eqn(32-2) Fp Max = 1.760 Wp Eqn(32-1) Fp Min = 0.308 Wp Eqn(32-3) Fp = 0.587 Wp <---Governs Fp = Fp (ASD) = AQcbor Forces: OTM = RM = Tension Force = Shear Force = Unit Check = 0.50 0.36 13.5 9.0 0 .. 193 0.36 0.28 Bearing Capacity Check: kip kip kip-in kip-in kip < kip < < Allowabe Soil Bearing Pressure qa = Cone. Density = 145 pcf Pad Thickness = 4 in Pad Weight = 48.3_3 psf Equip. Weight= 90.69 psf Total Weight = 139.03 psf < qa= Tall = 2.4 Vall = 1.752 1.33 Thus OK 300 psf 300 psf Anchor Data: Anchor: LAG SCREW ICBO# NOS Diameter= 3/8" in Embed = 3 in Allowable Anchor Tension = 1200 Number of Tension Bolts = 2 Allowable Anchor Shear = 438 Number of Shear Bolts = 4 Allowable Stress Increase = 1.33 JI\ -¥p h Wp ,11 • tc T < > D Elevation ~ l 1,1\ + L c.g '"'I r \I < w > Plan View kip OK kip OK tbt vb 1r Anchor Load Diagram OK lb bolts lb .. > ~ HOPE ENGINEERING 1301 Third Ave., ste. 300 San Diego, CA 92101 Job: ARCTURUS T. I. -200140.00 SheatNo. ______ _ OF ____ _ Calculated By _____ _ DATE ___ _ CHECKED BY ____ _ DATE __ _ Equipment Anchorage Design ~7 USC Allowable $tress Forces Eqµipment D"ta: Location: WH -1000# Weight Wp= 1 kip Height = 61 in HT C.G. = 40.7 in Width = • 25 in .Length L ;: 25 in Edge Distance = 3 in d (Governing) = 19 in Seismic Data: Na = 1.0 ap. = 1.0 Rp = 3.0 Ip = 1.0 Ca = 0.440 Roof Ht = 20.0 ft Equip Ht ::: 10.0 ft Fp Dsgn -0.367 Wp Eqn(32-2) FpMax = 1.760 Wp Eqn(32-1') Fp Min = 0.308 Wp Eqn(32-3) Fp 0.367 Wp <---Governs Fp = Fp (ASD) = Anchor forces: OTM = RM = Tension Fc;>rce = Shear Force = Unit Check = 0.3'7 0.26 10.7 8.6 0.111 0.26 0.20 Bearing Capacity Check: kip kip ' kip-in kip-in kip < kip < < Allowabe Soil Bearing Pressure qa = Cone. Density = 145 pcf Pad Thickness = 4 in Pad Weight = 48.33 psf Equip. Weight= 230.40 psf Total Weight = 278.73 -psf < qa= 'USE: Tall Vall 1.33 300 300 2.4 1.752 Thus OK psf Anchor Data: Anchor: LAG SCREW ICBO# NDS Diameter= 3/8" in Embed = 3 in - Allowable Anchor Tension Number of Tension Bolts Allowable Anchor Shear Number of Shear Bolts Allowable Stress Increase = = = -- = ¥p Wp 1200 2 438 4 1.33 I\ \V +-tc T < > D Elevation u L I\ + c.g L h r \I < w > Plan View kip OK kip OK tbt vb -r h Anchor Load Diagram psf OK lb bolts lb "' . ,,, ) HOPE ENGINEERING 1301 Third Ave., ste. 300 San Diego, CA 92101 Job: ARCTURUS T. I. -200140.00 OF ____ _ Sheat No. -------Calculated By _____ _ DATE ___ _ CHECKED BY _____ _ DATE, ___ _ Equipment Anchorage p_esign 97 UBC Allowable Stress Forces Equipment pata: Location: HP-4-1250# Weight Wp= 1.25 kip Height = 48 in HT C.G-. = 32.0 in Width = • 57 in Length L = Edge Distance = d (Governing) = Seismic Data: Na ap Rp Ip Ca Roof Ht Equip Ht Fp Dsgn Fp Max Fp Min = = = = = = = = = 87 3 51 1;0 1.0 3.0 1.0 0.440 20.0 20.0 0.587 ~.760 0.308 in in in ft ft Wp Wp Wp Eqn(32-2) Eqn(32-1) Eqn(32,-3) Fp = 0.587 Wp <---Governs Fp = Fp (ASD) = Aacbgr E0me1: OTM = RM, = Tension Force = Shear Force = Unit Check = 0.73 0.52 16.8 28.7 -0.234 0.52 0.15 'Bearing Capacity Check: kip kip kip-in kip-in kip < kip < < Allowabe Soil Bearing Pressure qa = Cone. Density = 145 pcf Pad· Thickness = 4 in Pad Weight = 48.33 psf Equip. Weight = 36.30 psf Total Weight = 84.63 psf < qa= Tall = Vall = 1.33 300 300 - 4.8 3.504 Thus OK psf psf Aacb2r Data: Anchor: LAG SCREW ICBO# NOS Diameter= 3/8" in Embed = 3 in Allowable Anchor Tension = 1200 Number of Tension Bolts = 4 Allowable Anchor Shear = 438 Number of Shear Bolts = 8 Allowable Stress Increase = 1.33 I I\ ¥p Wp '/ • tc T < > D Elevation kip kip No Net Uplift OK I-) + c.g ..., < w Plan View C. I, I\ L r \I > h Anchor Load Diagram OK lb bolts lb ~ ( p , HOPE ENGINEERING 1301 Third Ave., ste. 300 San Diego, CA 92101 Job: ARCTURUS T. I. -200140.00 Sheat No. _______ OF ____ _ Calculated By ______ DATE ___ _ CHECKED BY______ DATE ___ _ Equipment Anchorage Design 97 UBC Allowable Stress Forces Equipment Data: Location: AH-1 -8000# Weight Wp= 8 kip Height = 56 in ·HT C.G. = 37.3 in Width = Length L = Edge Distance = d (-Governing) = Seismic Data: Na = ap Rp Ip Ca Roof Ht !:;quip Ht Fp Dsgn Fp Max Fp Min = = = = = ::::: = = . 94 in 292 in 3 in 88 in . 1.0 t.O 3.0 1.0 0.440 20.0 ft 20.0 ft 0.587 Wp 1.760 Wp 0.308 Wp Eqn(32-2) Eqn(32-1) Eqn(32-3) Fp = Fp = 0.587 4.69 3.35 Wp <---Governs kip Fp (ASD) = Anchor forces: OTM ..., RM = Tension Force = Snear Force = Unit Check = 125.2 316.8 -2.178 3.35 0.48 Bearing Capacity Check: kip kip-in kip-in kip < kip < < Allowabe Soil Bearing Pressure qa = Cone. Density = 145 pcf Pad Thickness = 4 in Pad Weight = 48.33 psf Equip. Weight = 41.97 psf Total Weight = 90.30 psf < qa= Tall = Vall = 1.33 300 300 9.6 7:008 Anchor Data: Anchor: LAG SCREW ICBO# NOS Diameter= 3/8" in Embed = 3 in Allowable Anchor Tension Number of Tension Bolts Allowable Anchor Shear Number of Shear Bolts Allowable Stress Increase = = = = = 1200 8 438 16 1.33 11\ ¥p Wp 'I/ .. tc T < > D Elevation I,..) L 11 I\ + L c.g ~ r 1\1/ < w > Plan View kip No Net Uplift kip OK tbt vb Thus OK , r psf - h Anchor Load Diagram psf OK lb bolts lb Hope Engineering Air Compressor AC1 -Arcturus.med tvte---o Pg. ____ _ Equipment Data Equip. ·Located at Grade/ NW, re = 3500 psi Weight: Wp := 225-lbf Height: h := 60.5-in CG: hcg:=(¾}h Length: L := i6-in Width: w := 26-in Anchor Data Use Simpson Set Adhesive per ICBO 5279 - w/ A307 or A593(SS304) Threaded Rod Diameter x Embedment: 3/8 inch x 3.5 inch Allowable Anchor Tension Tba := 2105-lbf Allowable Anchor Shear Vba := 770-lbf NumBoltsTension nt := 2 i := 0 .. 1 Anchor Width: d := w -4-in d = 22in NumBoltsShear nv:=4 Seismic Data -1997 UBC Na:= 1.0 ap := 1 Rp := 1.5 (Shallow Anchors) Ip:= 1.0 Ca:= 0.44-Na Fplmax:=4.0-Ca-Ip,Wp Fp2:=(;}ca-Ip{ 1 + 3{::)Jwp Fplmax = 396Ibf Fp2 = 66lbf Fp := min(Fpl) . 1.4 Support height: Roof height: hx := o.ft hr:= 40-ft Fp3min := 0.7-Ca-Ip-Wp Fp3min = 69.3 lbf Fp3i:= Fp2 Fp3min Fpli:= Fplmax max(Fp3) Fp = 49.5 lbf Equipment Shear Force Fp (allowable stress design) -rp OTM := Fp-hcg . d RM:= (0.9-Wp)·-. 2 (OTM ~ 0.85-RM) w 0 OTM = 1.996 x 103!bf-in Overturning Moment RM= 2.228 x 103 lbf-in Resisting Moment T := max(Tl) T =. 3.966lbf Tension Force V:=Fp V = 495lbf Shear Force T tb := -tb = 1.983 lbf Bolt Tension Force nt V vb:=-nv vb = 12.375 lbf tb vb -+-=0.017 Tb~ Vba Bolt Shear Force <1.0 Anchors OK - <300 psf OK Wp • tc T cE ~ D Elevation Plan View tbt vb 7r h L Check P/A = Wpl(L *w)+ pad weight Wp . ( lbfJ-lbf -+ 4•111· 145-= 96.262- L-w ft3 ft2 Anchor Load Diagram 1 Hope Engineering Vacuum Pump, VP1. -Arcturus.med Pg. -futf',...q Equipment Data Equip. Located at Grade/ NW, re= 3500 p$i W~ight: Wp := 500,lbf Height: h := 72-in CG: hcg := (¾}h Length: L := 26-in Width: w:= 26-irt Anchor Data Use Simpson Set A,dhesive per ICBO 5279 wf A307 or A593{SS304) Threaded Rod Diameter x Embedment: 3/8 inch x 3.5 inch Allowable Anchor Tension Tba := 2105, lbf Allowable Anchor Shear Vba := 770-lbf NumBoltsTension nt := 2 i := () .. I Anchor Width: d := w -4-in d = 22 in Seismic Data -1997 UBC NumBoltsShear nv:=4 Na:= 1.0 ap := 1 Rp := 1.5 {Shallow Anchors) Support height: hx := Q.ft hr:= 40,ft Ip:= 1.0 Ca:= 0.44-Na Roof height: Fphnax := 4.0-Ca,Ip-Wp Fp2 := (;:}ca-Ip{ I+ 3{:) Jwp Fp3min := 0.7,Ca,Jp,Wp Fp3min = 154 lbf Fplmax = 880 !bf Fp2 F'p3min Fplmax max(Fp3) Fp2 = 146.667 lbf Fp := min(Fp 1) . 1.4 Fp = ll0lbf . _. Equipment Shear Force Fp (allowable stress design) OTM = 5.28 x 103 ibf,in Overturning Moment ¥p Wp OTM := Fp-hcg d RM:= (0.9,Wp)·-• tc RM= 4.95 x 103 ibf,in Resis~ing Moment . 2 T := max(Tl) t = 41.25 lbf (OTM -0.85,RM) w V:=Fp 0 T tb := -tb = 20.625 lbf nt V vb:=-nv vb= 27.Slbf tb vb -+-=0.046 Tba Vba V = ll0lbf Bolt Tension Force Bolt Shear Force <1.0 Anchors OK <300 psf OK Tension Force Shear Force T ~ ~ D Elevation + c.g Plan View tbt vb r h L Check P/A = Wp/(L*wH pad weight Wp + 4-in,(145 lbf) = 154.842 _ lbf L-w ft3 ft2 Anchor Load Diagram 1 TITLE 24 REPORT Title 24 Report for: Arcturus Applied Genomic Tenant Improvement 2715 Loker Ave·W. Carlsbad, CA 91107 Project Designer: JKE Design 2970 5th Ave San Diego, CA 92103 -· ' 619-220-6900 ~ ..... ! Report Prepared By: \ u Mark E. Richards PE Pacific Rim Mechanical 7655 Convoy Court San Diego, CA 92111-1103 (858) 974-6500 Job Number: 1-00- Date: 12/14/00 - The EnergyPro•computer program has been used to perfonn the calcylations summarized in this compliance report. This program has approval and is · authorized by the California Energy Commission for use with both .the Residential and Nonresidential 1998 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, L:LC (415) 883-5900. EnergyPro 2.1 By EnergySoft Job Number: 1-00-User Number. 4968 Cover Page Table of Contents TABLE OF CONTENTS ' . Form ENV-1 Certificate of Compliance Form ENV-2 Overall Envelope Method Form ENV-3 Proposed Construction Assembly Form ENV-MM Envelope Mandatory Measures EnergyPro 2:1 By EnergySoft Job Number: 1-00- 1 2 3 5 10 13 User Number: 4968 ICERTIFICATE OF COMPLIANCE Part 1 of 2 ENV-11 PROJECT NAME DATE Arcturus. Applied Genomic Tenant Improvement 12/14/00 PROJECT ADDRESS 2715 Loker Ave W. Carlsbad ,. PRINCIPAL DESIGNER -ENVELOPE TELEPHONE Building Permit.#: ., JKE Design 619-220-6900 ,, DOCUMENTATION AUTHOR TELEPHONE Checked ,py/Da\~ , , Pacific Rim Mechanical case) 97 4-6soo : Enforcement Aoencv Use : ·. GENERAL INFORMATION DATE OF PLANS 'BUILDING CONDITIONED FLOOR AREA 'CLIMATE ZONE 12-12-00 . 11,450 Sq.Ft ' 7 BUILDING TYPE [X] NONRESIDENTIAL D HiGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION [X] NEW CONSTRUCTION D ADDITION D ALTERATION D EXISTING + ADDITION METHOD OF ENVELOPE D COMPONENT [XI OVERALL ENVELOPE D PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specification~ needed to comply with Title 24, Parts 1 and 6 of tne California Code of Regulations. This certificate applies only to building envelope requirements. !he documentation preparer hereby certifies that the document is accurate and ./4Iete/ . /1/1 I/} DOCUMENTATION AUTHQR 1 SIGNATUr, 1. 1 -11 I Dt~i 1+ Itri Mark E. Richards PE The Principal Envelope Design~r hereby certifies that the propose'cl bu~dingdesign represented in this set of construction . documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 ofTitle 24, Part 6. Please check one: 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this gocument as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 0 I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737 .1. PRINCIPAL ENVELOPE DESIGNER -NAME I SIGNATURE 'DATE ILIC.# JKE Desiali ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures I I INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV~1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. EnergyPro 2.1 By EnergySoft User Number: 4968 Job Number: 1-00-Page:3 of 13 IENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV-1( tROJECT NAME Arcturus Applied Genomic Tenant Improvement 'DATE 12/14/00 I OPAQUE SURFACES Solar Surface Framing Act. Gains # Type Type Area U-Val. Azm. Tilt Y/N Form 3 Reference Location / Comments 1 Wall Metal 1 200 0.278 180 90 X Arcturus 6" Cone. w/ R-11 . Arcturus Whole Blda 2 Wall None 125 0.752 180 90 IX 6" Concrete Wall .. Arcturus Whole Blda 3 all Metal 1122 · 0.278 90 90· X Arcturus 611 Cone. w/ R-11 Arcturus Whole Blda 4 all None • 420 0.752 270 90 X 611 Concrete Wall Arcturus Whole Bldg 5 all Metal 948 0.278 90 90 X Arcturus 6" Cone. wt R-1 f Arcturus Whole Bldg 6 all . None 820 0.752 90 90 X 6" Concrete Wall ,. Arcturus Whole Bldg 7 Roof. Wood 1,450 0.056 0 0 X Arcturus R-19 Roof Arcturus Whole Bldg 8 Wall Metal 1,032 0.278 0 90 X Arcturus 6" Cone. w/'R-11 Arcturus Whole Blda ·9 Wall None 1,205 0.752 0 90 X 6" Concrete Wall Arcturus Whole Blda FENESTRATION SURFACES Act. # Type Area U-Val. Azm. SI-JGC . Glazing Type . Location / Comments 1 Window 675 0.900 180 0.70 Arcturus Glass Arcturus Whole Blda 2 Window · 500 0.900 270 0.70 Arcturus Glass Arcturus Whole Bldg 3 Window 277 0.900 90 0.70 Arcturus Glass Arcturus Whole Bldg 4 Window 165 0.900 0 0.70 Arcturus Glass Arcturus Whole Bldg . EXTERIOR.SHADING Window Overhang Left Fin Right Fin # ·Exterior Shade Type SHGC Hgt. Wd~ Len. Hat. LExt.RExt. Dist. Len. Hat. Dist. I en. Hat. 1 Norie 0.76 2 Non8" 0.76 3 . ·None 0.76 .. 4 None 0.76 . ·EnergyPro 2.1 By EnergySoft User Nuf!l~r: 4968 . Job Nur:nber: 1-00-Page:4 of 13 IOVERALL ENVELOPE METHOD Part 1 of 5 ENV-2 I PROJECT NAME DATE . Arcturus A lied Genomic Tenant Im rovement 12/14/00 IWINDOW AREA TEST A. DISPLAY PERIMETER I Oj ftX 6 = I Q sf DISPLAYAREA . B. GROSS EXTERIOR WALL AREA I . 8,4891 sf X 0.40 = I 3,39§ sf 40%AREA C. GROSS EXTERIORWALL AREA I 8,4891 sf X 0.10 = I 84ij sf MINIMUM STND. AREA D. ENTER LARGER OF A or B I 3,39§ sf MAXIMUM STND. AREA E. ENTER.PROPOSED WINDOW AREA I 1,61 ~ sf PROPOSED AREA IF EIS GREATER THAN DOR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 5. 1. IF E GREATER THAN D: WINDOW D. MAXIMUM STANDARD AREA E. PROPOSED WINDOW AREA ADJUSTMENT FACTOR r I+ I I= I I {IF E=0, THEN ENTER C) GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS. 2. IF LESS THAN C: WINDOW C. MAXIMUM STANDARD AREA E. PROPOSED AREA ADJUSTMENT FACTOR I I+ I I = I I {IF E=0, THEN ENTER 1) GO TO PART 5 TO CALCULATE ADJUSTED AREAS. ~KYI l~MT ARl=.A Tl=.ST ATRIUM HEIGHT X FT I'F<=5 . IF>55'l ALLOWE % = 5 ALLOW D % = 10 I I ..J, I 5o/~ x I 11,45g = I 5721 ALLOWED% GR. ROOF AREA STANDARD SKYLIGHT AREA i I 01 PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLl~HT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO·PART 2 OF 5. 1. IF PROPOSED SKYLIGHT AREA> STANDARD SKYLIGHT AREA: SKYLIGHT STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR I I+ I I = I I GO TO PART 5 OF 5 TO CALCULATE ADJUSTED AREAS. EnergyPro 2.1 By EnergySoft User Number: 4968 Job Number: 1-00-Page:5 of 13 (OVERALL ENVELOPE METHOD Part 2 of 5 ENV-21 PROJECT NAME DATE Arclnru~ A ... :: .... --:~-...... ;~ Tenant :111u1uv~•1 ,~~--IL 12/14/00 OVERALL HEAT LOSS . 0 ~ @] @] I~ ~ §] [ill PROPOSED STANDARD TABLE ASSEMBLY NAME HE.l\T VALUES UA AREA* UA (e.g. Wall-1, Floor-1) AREA CAPACITY U-VALUE y N (BX D) (Adjusted) U-VALUE {FXG) South Wall w/ R-11 1,200 12.59 0.278 D [X] 333.1 1,200 0.43( 516.0 .. South Wall 125 14.00 0.752 D .lXl 94.0 125 0.43( 53.8 Window 675 0.900 D ~ 607.5 675 1.23c 830.2 West Wall w/ R-11 1,122 12.59 0.278 D ~ 311.4 1,122 0.43C 482.5 WestWall 420 14.00 0.752 D ~. 315.8 420. 0.43( 180.6 Window 500 0.900 D ~ 450.0 500 1.23( 615.0 D [X] ' East Wall w/ R-11 948 12.59 0.278 263.1 948 0.43( 407.6 Window 2n 0.900 D ~ 249.3 277 1.23C 340.7 EastWall 820 14.00 0.752 D ~ 616.5 820 0.43C 352.6 Roof 11,450 1.60 0.056 D ·~ 639.1 11,450 0.076 893.1 North Wall w/ R-11 1,032 12.59 0.278 D 00, 286.4 1,032 0.43( 443.8 North Wall 1,205 14.00 0.752 .D 00 906.0 1,205 0.43( 518.2 Window 165 0.900 D [X] 148.5 165 1.23C 202.9 D D D D D ·o D D D D D 0 D D D .o D D D D 0 D D ·D .. D 0. D D D D D D D D· * If Window and/or Skylight Area Adjustment is Required, Column E shall be 5,221 This Page Total 5,837 use Adjusted Areas from Part 5 of 5. no greater than Column H. 5,221 Building Total 5,837 EnergyPro 2.1 By EnergySoft User Number: 4968 Job Number: 1-00-Page:6 of 13 I fOVERALL ENVELOPE METHOD PROJECT NAME · Arcturus Annlied Genomic Tenant lmnrovement OVERALL HEAT GAIN FROM CONDUCTION 0 ~@]@] ~ ASSEMBLY NAME (e.g. Wall-1, Floor-1) South Wall w/R-11 SouthWall Window West Wall w/ R-11 West Wall WindOV! l;:ast Wall w/ R-11 Window EastWall Roof t,forth Wall w/R-11 North Wall Window PROPOSED TABLE HEAT U-VALUES AREA TF CAPACITY VALUE y N 1,200 11 12.59 0.218 D IXl 125 11 14.oo 0.152 D IXl 675 21 o.90o D rxJ 1,122 11 12.59 0.21a D lXl 420 11 14.oo o.1?i D [XI · 500 21 o.90o D lXl 948 11 12:59 0.218 D 00 211 21 o.900 D. ~ 820 11 14.oo 0.152 D· IXJ 11,450 21 1.60 0.056 D !!I 1,oa2 11 12.59 0.218 D 00 1,205 11 14.oo 0.152 D IXl 155 21 o.900. D !XI DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD OD DD * If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 5 of 5. Energy~rQ 2.1 By EnergySoft User Number: 4968 Job Number: ~ -00- Part 3 of 5 ENV-21 'DATE 12/14/00 0 @] [ill [] QJ STANDARD HEAT HEAT GAIN AREA* GAIN Q Q (BxCxE) (Adjusted ) U-VALUE TF (GxHxl) 5,662 1,200 0.43 0 17 8,772 1,598 125 0.43 0 17 914 16,402 675 1.230 27 22,417 5,294 1,122 0.430 17 8,202 5,368 420 0.430 17 3,070 12,150 500 1.230 27 16,605 4,473 948 0.430 17 6,930 6,731 277 1.230 27 9,199 10,481 820 0.430 17 5,994 17,255 11,450 0.078 27 24,114 4,810 1,032 0.430 17 7,544 15,402 1,205 0.430 17 8,809 4,010 165 1.230 27 5,480 109,697 This Page Total 128,049 128,049 109,697 Building Total Page:7 of 13 lovERALL ENVELOPE METHOD PROJECT NAME Arcturus A lied Genomic Tenant Im rovement !OVERALL HEAT.GAIN FROM RADIATION PROPOSED WINDOW/SKYLIGHT NAME WEIGHTING OVERHANG ~e.g. Wind-1, Sky-1) ORIENT. FACTOR AREA SF SHGC H V HN OHF Window s 1.31 67~ 123 0.70 Window w 1.34 ~ 123 ·0:10 Window E 1.02 27i 123 0.70 Window N 0.34 16~ 123 070 .. I · *If Window and/or Skylight Area -Only SHGC is Column I must be Adjustment is Required, use used for Skylights less than column M Adjusted Areas from Part 5 of 5. Part 4 of 5 ENV-2f DATE 12/14/00 OJ QJ STANDARD HEAT.GAIN AREA* RSHG Q (BxCxDxExH) (AD.JUSTED) {orSHGC**) SF 76134 675 0.62 123 57687 500 0.62 123 24,327 277 0.62 123 4830 165 0.82 123 ~62,9781 This Page Total 162,9781 Building Total ' Total Heat Gain From Conduction/ 109,697. {From Part 3) _ HEAT GAIN Q (BxJxKxL) 67433 51 094 21546 5658 145,7321 145,7321 128,04g 272,6751 Total Heat Gain --2-73-,7-8~d EnergyPro 2.1 By EnergyPro User Number: 4968 Job Number: 1-00-Page:8 of 13 I OVERALL ENVELOPE METHOD Part 5 of 5 ENV-2f PROJECT NAME . DATE Arcturus A lied Genomic Tenant Im rovement 12/14/00 WINDOW AREA ADJUSTMENT CALCULATIONS [X) CHECK IF NOT APPLICABLE (See Part 1 of 5.) [I] [I] @J 0 ~ @] @] WINDOW ADJUSTED ADJUSTED ADJUST. WINDOW WALL WALLNAME I ORIENTATION I GROSS DOOR WINDOW FACTOR AREA AREA (e.g. Wall-1, Wall-2) IN IE Is lwl AREA AREA AREA (From Part 1) (DXE) B-(F + C) DODD --DODD DODD DODD ·oooo DODD DODD DODD , DODD DODD DODD DODD DODD DODD -DODD DODD DODD o·ooo 1. TOTALS I I I . I I NIAi I I SKYlJGHT 4"'S:4 .an.111!>:,:.::::: . .:, r.41 r.111 ATION!>: Ix] CHECK IF NOT APPLICABLE (See Part 1 of 5.) @] [fil [I] 0 ~ [fil SKYLIGHT ADJUSTED ADJUSTED ADJUST. SKYLIGHT ROOF ROOFNAME GROSS SKYLIGHT FACTOR AREA AREA (e.g. Roof-1, Roof-2) AREA AREA (From Part 1) (CXD) (B-E) - I TOTALS 11 I I NIAi I I EnergyPro 2.1 By EnergySoft User Number 4968 Job Number: 1-00-Page:9of13 IPRO'POSED CONSTRUCTION ASSEMBL y ENV-31 PROJECT NAME DATE Arcturus A lied Genomic Tenant Im rovement 12/14/00 COMPONENT DESCRIPTION ' ASSEMBLY NAME IArct~rus 6" Cone. w/ R-11 I ASSEMBLY ~ Floo, TYPE W~II (check one) w w . Ceiling/ Roof C ~ C FRAMING MATERIAL I Meta1I in ::, ~ FRAMING% I 15/% 0 Framing% 15% (16" o.c. Wall) 12% (24" o.e. Wall) 10% (16" o.c. Floor/Ceil.) I SKETCH OF ASSEMBLY 7% (24" o.~. Floor/Ceil.) CONSTRUCTION COMPONENTS [Kl 00 R-VALUE *HEAT CAPACITY (Optional) THICK-. CAVITY WOOD WALL SPECIFIC HC NESS R-VAL,UE FRAME WEIGHT HEAT (AXB) DESCRIPTION FRAMING (in.) . (Re)· R-VALUE (lbs/sf) (Btu/F-lb) (Btu/F-sf) · OUTSIDE SURFACE AIR FILM -0.170 --- 1 Concrete, 120 lb D 6.000 0.540 60.00 0.20 12.00 2 Insulation, Mineral Fibi;,r, R-11 [X] 3.500 11.000 0.18 0.17 0.03 3 Membrane, Vapor-Permeable Felt D 0.010 0.060 0.06 0.35 0.02 4 Gypsum or Piaster Board . D 0.500 0.450 2.08 0.26 0.54 5 D 6 D 7 D 8 D 9 0 INSJDE SURFACE AIR FILM -0.680 --- SUBTOTAY 12.901 Re Rf I l .62.31 TOTALHC I 12.61 *NOTE: Weight and Soecific Heat values for materials penetrated by wood. framing include the effects of the framing members. [I D Li u I X l + I X l = I 0.278 I 1 /Re 1-(Fro/o/100) 1 /Rf Fr¾/100 ASSEMBLY U-VALUE ... - COMMENTS This assembl:,rcontains metal framing. The Assembly U-Value has been calculated using the ASHRAE/CEC Zonal Cavity Methqd. EnergyPro 2._1 By. EnregySoft User Number: 4968 Job Number: 1-00-Page:10 of 13 IPROPOSED CONSTRUCTION ASSEMBL y ENV-31 PROJECT NAME DATE Arcturus A lied Genomic Tenant Im rovement 12/14/00 COMPONENT DESCRIPTION ASSEMBLY NAME la" Concrete Wall I ASSEMBLY ~ Floo, TYPE Wall (check one) w w Ceiling / Roof C ~ C FRAMING MATERIAL I Nonel in :::> ~ FRAMING% I I% 0 Framing% 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Ceil.) SKETCH-OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) CONSTRUCTION COMPONENTS ~ [ID R-VALUE *HEAT CAPACITY (Optional) THICK-CAVITY WOOD WALL SPECIFIC HC NESS R-VALUE FRAME WEIGHT HEAT (AXB) DESCRIPTION FRAMING (in.) . (Re) R-VALUE (lbs/sf) (Btu/F-lb) (Btu/F-sf) OUTSIDE Sl)RFACE AIR F!LM -0.170 --- 1 Concrete, 1401b, Not Dried D 6.000 0.480 70.00 0.20 14.00 2 D 3 D 4 D '5 D 6 D 7 D 8 D 9 D INSIDE SURFACE AIR FILM -0.680 --- ~UBTOTAY 1.331 11 10.ol TOTAL Hc I 14.ol Re Rf *NOTE: Weight and Soecifit: Heat values for materials oenetrated bv wood framina include the effects of the framina members. [I D Li D I X I + I X I = I 0.752 I 1 /Rc 1 -(Fr%/ 100) 1 / Rf Fro/o/ 100 ASSEMBLY U-VALUE COMMENTS ' . Ene,rgyPro 2.1 By EnregySoft User Number: 4968 ~ob Number: 1-00-Page:11 of13 f PROPOSED. CONSTRUCTION ASSEMBLY ENV-31 PROJECT NAME DATE Arcturus A lied Genomic Tenant Im rovement 12/14/00 COMPONENT DESCRIPTION ASSEMBLY NAME !Arcturus R-19.Roof I ASSEMBLY ~ FIQOr TYPE Wall (check one) w w Ceiling / Roof C ~ C FRAMING MATERIAL I wooc1l U) :::> ~ FRAMING% I 10/% 0 Framing% 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Ceil.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) CONSTRUCTION COMPONENTS , ~ 00 R-VALUE *HEAT CAPACITY (Optional) THICK-CAVITY WOOD WALL SPECIFIC HC NESS R-VALUE FRAME WEIGHT HEAT (AXB) DESCRIPTION FRAMING (in.) (Re) R-VALUE (lbs/sf) (Btu/F-lb) (Btu/F-sf) OUTSIDE SURFACE AIR FILM -0.170 0.170 --- 1 , Roofing, Asph~lt Shingles D , 0.250 0.440 0.440. 1.46 0.30 0.44 2 Membrane, Vapdr-Permeable Felt D 0.010 0.060 0.060 0.06 0.35 0.02 3 Plywood D 0.500 0.620 0.620 1.42 0.29 0.41 - 4 Insulation; Mineral Fjber, R-19 ~ 6.000 19.002 5.940 2.02 0.36 0.73 5 D 6 D 7 D ., 8 D . 9 0 INSIDE SURFACE AIR F:iLM -0.610 0.610 --- SUBTOTAY 20.90! 7.8411 4.91 TOTAL HC I 1.61 Re .. Rf · *NOTE: Weight and Soecific Heat values .for materials oenetrated by wood framing include the effects of the framini:i members. [I D u TI 0.0478 I X I 0.90 + 0.1276 I X I 0.10 = I 0.056 I j 1 /Re 1 -(Fr%/ 100) 1 / Rf Fr¾/100 ASSEMBLY LI-VALUE COMMENTS - .EnergyPro 2. t By EnregySoft User Number: 4968 Job Number: 1700-Page:12 of 13 IENVELOPE MANDATORY MEASURES ENV-MMI PROJECT NAME DATE Arcturus A lied Genomic Tenant Im rovement 12/14/00 DESCRIPTION Designer Enforcement 00 § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California· Quality Standards for insulating material, Title 20, Chapter 4, Article 3. D § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and707 Qf Title 24, Part 2. D § 117(a) All Exterior Joints and openings in the building that are observable sources of air le-akage shall be.caulked, gasketed, weatherstripped or otherwise sealed. D § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped {except for unframed glass doors and fire doors). D § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceedjng those shown-in Table Number 1-E. of the Standards. Manufactured fenestration.products must be labeled for U-vc1lue according to NFRC procedure~. D § 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-11 between frc1ming members. . ' Energyf'ro 2.1 By EnergySoft User Number: 4968 Job Number: 1-00-Page:13 of 13 ·1 I I I I I I I I I I I I ·I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS ARCTURUS 2715 Loker Avenue West, Carlsbad CA TECHNICAL REPORT Uniform/California Codes Analysis HAZARDOUS MATERIALS OPERATIONS 5 December 2000 Prepared by T Eriksen-Rattan Associates Inc. 4719 Palm Avenue-La Mesa, California 91941 Telephone 619.466.6285-FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com or Rattan@ixpres.com This report is the property of Eriksen-Rattan Associates Inc. and was prepared exclusively for use Arcturus for the hazardous materials & occupancy conditions described in this report. Copies of this report retained by Arcturus shall be utilized only by Arcturus for the hazardous materials and occupancy conditions and the 1997 Uniform Codes/1998 California Codes conditions and requirements addressed in this report. This report shall not be used for the purpose of construction f<;>r this project or any other project or for any other purpose. I I I I I I I I I I I I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS TECHNICAL REPORT HAZARDOUS MATERIALS OPERATIONS -OVERVIEW Eriksen-Rattan Associates Inc. prepared this "Technical Report" for the exclusive use of Arcturus. The report was prepared for Arcturus applied genomics research laboratory operations that will be located in an existing 1-story, fully sprinklered building located at 2715 Loker Avenue West in Carlsbad, California. The report addresses Uniform/California Code requirements and conditions applicable to the use, storage and handling of hazardous materials associated with Arcturus applied genomics research laboratory operations.1 Arcturus operations will involve a combination of B and S1 Occupancy conditions, with the building allowed to be addressed as a single [1] hazardous materials Control Area based on the hazardous materials inventory information provided in Attachments 1-4. Storage operations in the building will involve only "ordin~ry storage" conditions, with no high-piled combustible storage operations. The report addresses an alternate method of compliance in accordance with UBCICBC 104.2.a.:provisions to the UBC/CBC conditions for general/area exhaust ventilation in B Occupancies where Class I, II or Ill-A Liquids are used. Class I, II and Ill-A Liquids will be used in the Molecular Biology Labs [Rooms 114 & 116] and the alternate method of compliance proposed is use of local exhaust ventilation systems that will confine/capture/exhaust vapors at their point(s) of generation through use of Class I, II & Ill-A Liquids within exhausted laboratory fume hoods. Plans and construction documents will be provided separately through JKE Design & Associates. Review of such plans and documents for the conditions and requirements addressed herein is outside the scope of this report. 1 The· 1997 Uniform Codes/1998 California Codes have been .used as the baseline for requirements and conditions applicat;,le to this project. ii I I 'I I I I I I I. I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS TECHNICAL REPORT HAZARDOUS MATERIALS OPERATIONS -INFORMATION Questions concerning this project should be directed through: JKE Design & Associates .J. K. Ederington 2970 Fifth Avenue -Suite 340 San Diego, California 92103 Telephone 619.220.6900 FAX 619.295.1843 Questions concerning Arcturus operations should be directed to: Arcturus Engineering Inc. Mark Enright 400 Logue Avenue Mountain View, California 94043 Telephone 650.962.3020, ext. 303 FAX 650.962.3039 EMAIL menright@arctur.com Questions concerning this report should be dlrected to: T Eriksen-Rattan Associates Inc . . Mary Eriksen-Rattan 4719 Palm Avenue La Mesa, California 91941 Telephone 619.466.6285 FAX 619.466.6233 EM.Al L MaryRattan@thecoderesource.com Disc;;repancies between this report and actual plan and field conditions are the sole responsibility of Arcturus and JKE Design & Associates. iii I I I ·1 I I I I I I I I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS TECHNICAL REPORT HAZARDOUS MATERIALS OPERATIONS-TABLE OF CONTENTS 1.0 2.0 3.0 Table 3.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 30 1 2 3 4 Scope Bu.ilding/Site Conditions & Arcturus Operations Code Analysis Hazardous Materials Operations Occupancy Conditions Occupancy ~ Control Area Separations Draft Curtains Sm9ke & Heat Venting Separation oflncompatible Hazardous Materials & Conditions General Area Ventilation System Exhaust Ventilation Systems & Explosion Control -Class I, II & Ill-A Liquids Class 1 Product Conveying Exhaust Duct System(s)-Class I, II & Ill-A Liquids Class 5 Product Conveying Exhaust Duct Sy_stem(s) -Corrosive Vapors Exhausted Fume hoods, Exhausted Enclosures & Exhausted Hoods Electrically Classified Areas -Class I Flammable Liquids in Use & Transfer Liquid Transfer Operations -Class I, II & Ill-A Liquids Piping, Valves & Fittings -Compressed Gases Compressed Gase~ Limit Controls -Hazardous Materials Spill Control, Drainage & Containment Equipment, Machinery, Containers, Tanks, Vessels & Processes -Hazardous Materials Egress System Ignition Source Control -Hazardous Materials Conditions Fire Extinguishing System Protection -Hazardous Materials Conditions · Portable Fire Extinguishers Water Supply -Fire Sprinkler.System & Fire Flow Fire Department Access Material Handling & Transportation in Building -Hazardqus Materials Storage Conditions Approved Storage Cabinets -Hazardous Materials Premises Identification Hazard Identification & Compressed Gas Signs Emergency Response,_ Training & Procedures Special Use Fire Departmelli Permits & Plans Attachments -Hazardous Materials Inventory Information Summary & Exempt Amounts lnventciry Itemization·_ Alphabetical by Material Name · Definitions for Abbreviations Arcturus Inventory Information iv 1 2-5 6-32 7-32 7 7 7 8 8 9 10-11 12-14 15 15 16 16 17-18 19 20 20 20-21 21 22 23-24 25 25 26 26 27 27-28 28 29 30-31 32 1-11 1-10 1 1-5 I I I I I I I I I I I I I I I I I· I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 1.0 SCOPE TECHNICAL REPORT HAZARDOUS MATERIALS OPERATIONS CODE REQUIREMENTS & CONDITIONS Eriksen .. Rattan Associates Inc. prepared this "Technical Report" for the exclusive use of Arcturus. The report was prepared .for Arcturus applied genomics research laboratory operations that will be located in an existing 1-story, fully sprinklered building located at 2715 Loker Avenue West in Carlsbad, California. The report addresses Uniform/California Code requirements and conditions applicable to the use, storage and handling of hazardous materials associated with Arcturus applied genomics research laboratory operations.1 Arcturus hazardous materials operations and the existing building conditions are described in Section 2.0. Code conditions and requirements are addressed Section 3.0. Hazardous materials inventory information is provided in Attachments 1-4. Plans and construction documents will be provided separately through JKE Design & Associates. Review of such plans and documents for the conditions and requirements addressed herein is outside the scope of this report. 1The 1997 Unifonn/1998 California Codes have been used as the baseline for requirements and conditions applicable to this project. ·This report is the property of Eriksen~Rattan Associates Inc. and was prepared exclusively for use Arcturus for the hazardous materials & occupancy conditions described in this report. Copies of this report retained by Arcturus shall be utilized only by Arctu·rus for the-ha+ardous materials and occupancy conditions and the 1997 Uniform Codes/1998 California Codes conditions and requirements addres!,ed in this report. This report shall not be used for the purpo~e of construction for this project or any other project or for any other purpose. TEriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 1 of 32 I 1· I I I I I I I I I. I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 2.0 BUILDING/SITE CONDITIONS & ARCTURUS OPERATIONS Building & Site Conditions: The existing building and site conditions are summarized in Table 2.0 on page 3. Existing conditions are presumed to comply with applicable Code requirements, with the possible exception of existing fire sprinkler design conditions. [Existing fire sprinkler system design conditions are unknown to the report preparer.] For details, see plans provided separately through JKE Design & Associates. Arcturus Operations: • General: Arcturus operations are summarized in Table 2.0 on page 4. For details, see plans provided separately through JKE Design & Associates. • Exhaust Ventilation -Class I, II & Ill-A Liquids -Alternate Method of Compliance: + Request-Proposed Alternate Method of Compliance: Class I, II and Ill-A Liquids will be used in the Molecular Biology Labs [Rooms 114 & 116]/ Arcturus requests that local exhaust ventilation provided by exhausted. laboratory fume hoods, in conjunction with the use conditions indicated below, be allowed as an alternate method of compliance to UBC 1202.2.2 requirements for general area exhaust ventilation where Class I, II or Ill-A Liquids are used in use-open system conditions. This request is made in accordance with the conditions addressee:! in UBC/CBC 104.2.8. + Use-Open Conditions: • Use-open operations will involve </=8 ounces [</=0.0625 gallon] of Class I, II or Ill-A Liquids in use at any time at any single location. • Use/transfer of Class I, II &. Ill-A Liquids will occur within exhausted laboratory fume hoods located in Rooms 114 and 116. + Exhaust Ventilation System Conditions: • Exhausted laboratory fume hoods will be connected to exhaust systems designed/ constructed in accordance with applicable UMC/CMC requirements for Class 1 & 5 product conveying exhaust duct systems. • The exhausted hoods/enclosures will provide local exhaust ventilation, designed to capture vapors at their point(s) of generation --confining emissions to the area in which they are generated. + Justification -Alternate Method of Compliance: Local exhaust ventilation, as described above, will be more effective in capturing and exhausting vapors at their point(s) of generation than will the general/area exhaust ventilation conditions set forth in UBC/CBC 1202.2.2. . T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 2 of 32 I I I I I I I I I I I I ' I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 1. Building Qoristruction -Existing +V-N 2. ~tories -Existing + 1 + Mechanical Equipment Mezzanine 3. Occupancy -Existing & Arcturus + B & S1 4. Building Area -Existing 5. Side Yards -Existing 6. Fire Department Vehicle Access - Existing 7. Water Supply -Existing 8. Fire Protection -Existing 'f' Eriksen-Rattan Associates Inc. 4719-Palm Avenue, La Mesa CA 91941 + 11,450 sf + North: 46' to existing building [2721 Loker Avenue West] • East: 70' to property line +South: 61' to prop~rty line • West: 20' to existing building [2713 Loker Avenue West] • On-Site Access Roadway: • Width: >20' • Unobstructed Height: >13.5' • Surface: Asphalt • Location: Around perimeter of complex, with driveway access from Loker Avenue West + Public Streets: Loker Avenue West -West side of complex • On-Site Fire Hydrants: East side of complex near East property line -between 2721 & 2715 Loker Avenue West buildings • Public Fire Hydrants: [No information provided to the report preparer.] + Fire Department Connection: South/Southwest side of building. • Fire Sprinkler System: Yes -fully sprinklered building. +Fire Hydrants: See Item 7. Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 3 of 32 I I I I I I I I I I I I I I I I I· I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 1. Occupancy & Operations 2. Hazardous Materials Control Areas T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, 'La Mesa CA 91941 • B -Office, Administrative, Employee, Ancillary Support Operations: • 1 00 -Reception • 101 -Open Office • 102 -Lunch Room • 103-Women's RR/Shower • 104 -Electrical Room • 106 -Men's RR/Shower • 109 -Copy Work Area • 115 -Coffee/Lounge • 120 & 121 -Conference Rooms • 128 -Private Offices • 203 -Mechanical Equipment Mezzanine • B -R&D Lab Operations: • 110 -Tissue Culture • 11'1 -S~erilization • 112 -Robot Array • 113 -Robotics Area • 114 & 116 -Molecular Biology Labs • 117 -Microscope Room • 118 -Histology Area • 119 -Demonstration Lab • 122 -Procedure Room • 124-PCR Setup Room • 125 -Chemical Balance • 126 -Dark Room • 127-Equipment Room • S1 -Storage Areas: • 105 -Shipping & Receiving • 107 -Janitor Closet • 108 -Server Storage • Building designed as a single [1] hazardous materials Control Area. Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 4 of 32 I I I I I I I I I I I I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFO,RNIA CODES ANALYSIS 3. Hazardous Materials Use and Storage Conditions T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 + Inventory: See Attachments1 1-4. + Locations: • General: * B Occupancy R&D Lab areas listed in Item 1 on the previous page. * See Attachments 1-4. • Class I, II & Ill-A Liquids -Use: Areas served by Exhaust Fans 2 & 3 --Molecular Biology Labs 1 & 2/Rooms 114 & 116, as shown on Mechanical plans. • Use Conditions: • General: * Closed & open system operations. * Unless otherwise indicated in Attachments 1-2, use amounts will be <10% of the amount indicated for storage, with not all items listed in the inventory in use at the same time. • Class I, II, Ill-A Liquids: * Locations: Molecular Biology Labs/Rooms 114 & 116 - exhausted laboratory fume hoods. * Use-Open Conditions: • </=8 ounces [</=0.0625 gallon] transferred or in use under use- open system conditions at any location at any time. • Use-open system conditions occurring within exhausted laboratory fume hoods. +Storage Conditions: • General: * Conditions: Ordinary storage conditions -no high-piled combustible storage. * Container Storage: • Laboratory cabinet and shelf storage. • Hazardous materials/flammable liquids cabinet storage. • Shelving provided with lips/guards to prevent accidental dislodgement of containers for individual containers stored on shelves outside of cabinets. * Drum Storage: 1 drum high. * Pallet Storage: 1 pallet high. * Compressed Gas Cylinder Storage: • Floor storage. • Stored upright -single cylinder high. • Cylinders secured to prevent accidental dislodgement. • Class I, II & Ill-A Liquids: * Class 1-A Flammable Liquids: Stored at </=4' above finished floor. * Class 1-8/1-C Flammable Liquids and Class 11/111-A Combustible Liquids; ~tored at </=8' above finished floor. • Hazardous Materials Other than Class I, II, Ill-A Liquids: Stored at </=12' a.bove finished floor. Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 5 of 32 I I I I I I I I I I I I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 3.0 CODE ANALYSIS The Code analysis that follows in Table 3.0 on pages 7-32 addresses applicable Uniform/California Building Code and Uniform/California Fire Code conditions and requirements for the hazardous materials operations described in Section 2.0.2 Attachments and plans referenced in Section 3.0 are as follows: • Hazardous Materials Inventory information is provided in Attachments 1-4. • Building and site plans will be provided Separately through JKE Design & A~sociates. Conditions other than the conditions addressed or described herein are outside the scope of this report. The Arcturus conditions and operations addressed herein are based on information provided to the report by Arcturus and JKE Design & Associates. Discrepancies between the information presented herein and actuai conditions and conditions presented on plans are the sole responsibility of Arcturus and JKE Design & Associates. Verification of compliance with the Code requirements and conditions addressed herein is outside the scope of this report. NOTE-Definitions of Terms: The terms "approved", "labeied", "listed" & "owner" and "storage", "use-closed" and "use- open" used in this report are defined as follows: • Approved: Approval by/acceptable to the authority having jurisdiction [Fire·Chief and/or Building Official, as applicable], as the resuit of review investigation or tests conducted by the authority having jurisdiction, or by reason of accepted principles or tests by national authorities or technical or scientific organizations. • L~beled: Equipment or material to which has been attached-a label, symbol or other identifying mark of a nationally recognized testing laboratory, inspection agency or other organization concerned with product evaluation that maintains periodic inspection of production of labeled equipment or materials, and by whose labeling is indicated compliance with nationally recognized standards or tests to determine suitable usage in a specified manner. • Listed: Equipment of materials included on a list published by a nationally recognized testing laboratory, inspection agency or other organization concerned with product evaluation that maintains periodic inspection of production or listed equipment or materials, and whose listing states that equipment or materials meet nationally recognized standards and have been tested and found suitable for use in a specified manner • Owner: Arcturus. • Storage: Product in closed vessels, with vessels not connected to piping for liquid transfer operations or systems for use operations. • Use-Closed: Product in vessels or systems that are normally closed, with vessels connected to piping for liquid transfer operations and product is not normally exposed to the atmosphere of the room in which the product is located. • Use-Open: Product in vessels where product is exposed to the atmosphere of the room in which the product is located; transfer/dispensing of liquids to/from vessels through other than a closed piping system. NOTE -Hazardous Materials Use Conditions/Attachments 1-4: The storage amounts identified in Attachments 1-4 represent the maximum amounts in use and storage any time, unless otherwise noted. Use amounts will at all times be . <10% of the storage amounts indicated. Not all inventory items listed will be in use at the same time. 2The 1997 Uniforrn/1998 California Codes have been used as the baseline for requirements and conditions applicable to this project. 'Y Eriksen-Rattan Associates Inc. 4719 Palm Ayenue, La Mesa CA 91941 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00-Page 6 of 32 -------------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS :,i, , : · · ··,,:-: · -·Oode:'.Reg· 'uiremen•s Bdfonditiont , · , .,.t ___ ~~-'~---'------•'~ ',_,.,,,, ',,' •,> ,H'<",•',,',:, ,•!r/,.,' r, •!_; __ • __ ~, )tt _.,,,_, ~, , __ ,~,, .":. ·r·,;; .. _, 1:99· .,.-; .. g··gs· .,.h,· d···.·· --·-·., . ., .. l :\·'..., ,. -.;,·., . : : . ~-~'!',L. , .. '-~<;> .. J~~ .'.:l,C ,,·' 1. Occupancy CQnditions + Occupancies: 2. Occupancy & Control Area Separations 3. Draft Curtains T Eriksen-Rattan Associates Inc. • B & S1 .. • See Section 2.0. + Hazardous Mat~rials Inventory: See Attachments 1- 4: • Attachment 1: Summary & Exempt Amounts • Attachment 2: Inventory Itemization -Alphabetical by material name • Attachment 3: Definitions for Abbreviations • Attachment 4: Arcturus Inventory Information + Plans: See plans provided separately through JKE Design & Associates. + Occupancy Separations: None required. + Control Area Separations: None required --building addressed as a single [1] Control Area. + Hazardous Materials Inventory: See Attachments 1- 4. + Plans: See plans provided separately through JKE Design & Associates. + Undivided Building Area >50,000 sf: Not applicable to Arcturus conditions --no undivided building area >50,000 sf. + High-Piled Combustible Storage: Not applicable to Arcturus conditions --no high-piled combustible storage. + H Occupancies >15,000 sf: Not applicable to Arcturus conditions --no H occupancy conditions in the building. 4719 Palm Avenue, La Mesa CA 91941 Same as Arcturus Conditions. + Occupancy Separations: Same as Arcturus Conditions -none required. + Control Area Separations: Not applicable to Arcturus Conditions -building. addressed as a single [one] Control Area. + Same as Arcturus Conditions --not applicable. + UBC/CBC 204 + UBC/CBC 307 + UBC/CBC Table 3-B + UBC/CBC Tables 3-D & E + UFC/CFC 204 + UFC/CFC 209 + UFC/CFC 7901.1 + UFC/CFC 7902.5 + UFC/CFC Table 7902.5-A + UFC/CFC 8001.1 + UFC/CFC 8001.8 + UFC/CFC 8001.15 + UFC/CFC Tables 8001.15-A & B + UBC/CBC 204 + UBC/CBC 302 + UBC/CBC Table 3-B + UBC/CBC 307 . + UBC/CBC Tables 3-0 & E + UBC/CBC 713 · • UFC/CFC 7901.1 + UFC/CFC 7902.5 + UFC/CFC Table 7902.5-A + UFC/CFC 8001.1 + UFC/CFC 8001.10 + UFC/CFC 8001.15 + UFC/CFC Tables 8001.15-A & B • UFC/CFC 8102.6 + UFC/CFC Table 81-A + UFC/CFC Std 81-2 + UBC/CBC 906 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 7 of 32 ---------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA -.. - UNIFORM/CALIFORNIA CODES ANALYSIS 4. Smoke & Heat Venting 5. Separation. of Incompatible Hazardous Materials & Conditions _ -:, : -_ . i • -Code Re ''uir~mertt1f&':G6nditions-,-: ·--·----__ , -1----·--------'--=---"'-=<-"_,_. __ g,._,_ .. _,.,, .. -,,' ----<-···-· ---~--·', + Undivided Building Area >50,000 sf: Not applicable I Same as Arcturus Conditions --not applicable. to Arcturus conditions --no undivided building area >50,000 sf. + High-Piled Combustible Storage: Not applicable to Arcturus conditions --no high-piled combustible storage. + H Occupancies: Not applicable to Arcturus conditions --no H occupancy conditions in the ~uilging. + Incompatible Hazardous Materials: Storage of Water Reactive 2 materials [Sodium Azide and Potassium Hydroxide] will be separated from Class I Flammable and Class II & Ill Con,bustible Liquids storage by one [1] or more of the following conditions: • Storage of Sodium Azide & Potassium Hydroxide in approved hazardous materials storage cabinets, with no liquids stored in the cabinets. • Storage of Class I, II & Ill Flammable/Combustible l,.iquids in approved flammable liquids storage cabinets. • Storage of Sodium Azide & Potassium Hydroxide in a separate room from the room or room(s) where Class I, II & Ill Flammable/Combustible Liquids are stored. + Powered Industrial Trucks/Forklifts: Not applicable to Arcturus conditions -no powered industrial trucks/forklifts. + Incompatible Hazardous Materials: Same as Arcturus Conditions. + Powered Industrial Trucks/Forklifts: Same as Arcturus Conditions -not applicable. + UFC/CFC 8003 + UFC/CFC 8102.6 + UFC/CFC Table 81-A + UFC/CFC Std 81-1 + UBC/CBC 906 + UFC/CFC 103.1.2 + UFC/CFC 210 + UFC/CFC 1108 + UFC/CFC 7902.5.4 + UFC/CFC 8001.11.8 +OSHA: • CFR 1910.178 • CFR 1926.403 l' Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 8 of 32 - --~-~--------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS .. : ·: :._ .:··,:,_:··:-''.~r~tµr.:.~cbn!litio.~s .· .. ·.·'.:··~~ .: ~-:~~--· :I:: ,;~:-~~-~:~:o,4~.ll~q-~it~\it~i1t;(~.C.Qng!ti<:?!t~,~J ·,. -·:. 6. General Area Ventilation System + Plans: See mechanical plans provided separately through JKE Design & Associates. l' Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 + Types: Mechanical ventilation or combination of mechanical & natural ventilation. + Mechanical Ventilation: • Capable of supplying >/=15 cfm of outside air per occupant in all portions of the building during the time the building is occupied. • Registers located >8' above the floor where the air velocity is >10 fps. • Automatic shut-off for air-moving systems supplying air >2,000 cfm [duct detectors or total coverage smoke detection system]. + Natural Ventilation: • Openable exterior openings -area >/=1/20 of total floor area. • Exterior op_~nirigs v.iill operi_c:lirecUy onto a y;:ird. + UBC/CBC 1202.2.1 + UMC/CMC 609 Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 9 of 32 -------------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 7. Exhaust Ventilation Systems & Explosion Control - Class I, II & Ill-A Liquids -Arcturus:Conditiohs ,. ';. t! ___ ?'. ___ . ' < _'', ,,, , ,. ~-~ ,? ' ~ " _,, + Use & Transfer Conditions: • General: General use/transfer of Class I, II & Ill-A Liquids will occur within exhausted laboratory fume -hoods in the Molecular Biology Labs [Rooms 114 & 116]. • Amounts: Use and transfer operations will involve </=8 ounces [</=0.0625 gallon] at any time . • Additional Information: See Section 2.0. [continued on next page) . + Exhaust Ventilation System(s) Conditions: l' Eriksen-Rattan Associates Inc. • System Type: Designed and installed to comply with Class 1 [or 1 & 5 if same system is also used for exhaust of Corrosive vapors] Product Conveying Exhaust Duct System requirements. [See Items 8 & 9.] • Flammable Vapor-Air Concentrations: * Conditions: Flammable vapor-air concentrations will not exist during the normal use conditions, based on the conditions described above, based on vapor generation as indicated below. The conditions described below are based on Acetone as the "worst case" scenario [vapor volume if .Acetone is greater than the other Class I Flammable Liquids listed in Attachment 2]. [NOTE: Flammable vapor-air concentrations are conditions where flammable vapors in air exceed10% of their LEULFL.] * CFM Required -Vapors @ </=10% LEULFL: 291 cfm [i.e.: exhaust ventilation @ >/=291 cfm will maintain vapors@ </=10% LEULFL]. * Calculation: • Flammable Range: 2.5-12.8% • Specific Gravity: 0.8 • Vapor Density: 2.1 • Vapor Volume for 0.0625 Gallon [8 Ounces}: 2.8 cf • Air to Vapor Volume for </=10% LEL/LFL: 104 voumes of air to 1 volume of vapor. • Volume of Air [cfmJ to Dilute 2.8 cfto </=10% LEL/LFL Concentration: 291 cfm. 4719 Palm Avenue, La Mesa CA 91941 : .... ~,~J,::::~6deJi~!itlh:~.m.,ntt.&ftQ,iJ~i~!PJ1,~:_:"-: . + Use & Transfer Conditions: Arcturus Conditions represent reasonable compliance with applicable Code requirements. + Exhaust Ventilation System(s) Conditions: • General: Same as Arcturus Conditions. • Alternate Method of Compliance -Class I, II & Ill-A Liquids: Specific approval/acceptance by the Building Official required. + Explosion Control: Same as Arcturus Conditions. + UBC/CBC 104.2.8 + UBC/CBC 1202.2.2 . + UFC/CFC 207 + UFC/CFC 7902.1.5 + UMC/CMC 502 + UMC/CMC 505 + UMC/CMC 506 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 1 O of 32 ·-----·---·-----·------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS · 7. Exhaust Ventilation Systems & Explosion Control - Class I, II & Ill-A Liquids [continued] + Exhaust Ventilation System(s) Conditions [continued]: • Local Exhaust Ventilation System(s): * Local exhaust ventilation systems [through Exhaust Fans 2 & 3] serving the Molecular Biology Labs [Rooms 114 & 11 Q] will be in accordance with the following conditions. • Systems designed & installed to control, capture & remove emissions generated. • Emissions will be confined to the area in which they are generated by air currents, hoods or enclosures and exhausted through a duct system. * See Section 2.0 for request for alternate method of compliance to allow local exhaust ventilation in place of general area exhaust ventilation. + Explosion Control: Not applicable to Arcturus Conditions: • No use of Clas!, I Liquids in amounts >Exempt Amounts. • No explosive vapor-air mixtures under normal operating conditions. • Use conditions provided with either local mechanical exhaust ventilation systems. + Locations: Molecular Biology Labs/Rooms 114 & 116 -served by Exhaust Fans 2 & 3. + Plans: See plans provided separately through JKE Desi9n & Associates. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941, + Use & Transfer Conditions: Arcturus Conditions represent reasonable compliance with applicable Code requirements. + Exhaust Ventilation System(s) Conditions: • General: Same as Arcturus Conditions. • Alterna\e Method of Compliance -Class I, II & Ill-A Liquids: Specific approval/acceptance by the Building Official required. + Explosion Control: Same as Arcturus Conditions. + UBC/CBC 104.2:a + UBC/CBC 1202.2.2 · + UFC/CFC 207 + UFC/CFC 7902.1.5 + UMC/CMC 502 + UMC/CMC 505 + UMC/CMC 506 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 11 of 32 ----------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA -.. -·------ UNIFORM/CALIFORNIA CODES ANALYSIS / J~rc.tuf~$. ~-9,odiJic;,i1$~. :: :·· /: :.-. :·· ·: +.Application: 8. Class 1 Product Conveying Exhaust Duct System(s) - Class I, II & Ill-A Liquids [continued on next page] 'f Eriksen-Rattan Associates Inc. • Class 1 product conveying exhaust duct system(s) will be provided for exhausted fume hoods, exhausted enclosures and exhausted hoods and general/area exhaust ventilation systems associated with use/transfer of Class I, II or Ill Flammable/Combustible Liquids. • The system(s) may also be used for exhaust of other hazardous material vapors. • System(s) will comply with Class 5 product conveying exhaust duct system(s) if used for exha1,1st of corrosive materials [see Item 9]. + System Design: In accordance with applicable Code requirements and Item 7 conditions. + Fire Protection: Not applicable to Arcturus Conditions --exhaust will not have flammable vapor-air concentrations/mixtures, based on the conditions described in Item 1. + A~cess Openings for Sprinklers: Not applicable to conditions--' fire sprinklers not required. No flammable vapor-air concentrations/ mixtures through exhaust duct system, based on the conditions described in Item 7. + Elevated Temperatures: Not applicable to Arcturus Conditions --no elevated temperature exhaust air. + Explosion Venting: Not applicable to Arcturus Conditions --no explosive vapor/air concentrations in exhaust ducts, as discussed in Item 7. + Plans: See mechanical plans & construction documents provided separately through JKE Design & Associates. 4719 Palm Avenue, La Mesa CA 91941 ,Qp:cte ;R~qµir~m~tlt~;,8{Qonctitioij1:C'.._': .,, ; ,;.:': E ;~,T:~:~~'1/1.~~V: ~:4·~.e.~I?_,1 + Hoods/Enclosures: • Sheet metal/steel -->/=0.033 inch [20 gage] base metal thickness, or other approved materials. • Approved nonmetallic hoods/enclosures can be used for nonflammable materials. + Recirculation of Exhaust Air: No recirculation of contaminated air to occupied areas. + Minimum Velocities & Circulation: • Contaminated captured by an air stream at the area where emissions are generated and conveyed into a product-conveying duct system. • Vapors from Flammable Liquids diluted to </=25% of their LEULFL with air that does not contain other contaminants. • Vapors generated frorn Flammable Liquids to be diluted </=10% of their LEULR for application of nonflammable vap9r exhaust conditions. • Velocity of air within duct systems not less than 2,000 .fpm. • Makeup Air: • Makeup air provided to replenish air exhausted by the exhaust system. • Makeup air intakes located so as to avoid recirculation of contaminated air within enclosures. + Exhaust Ducts: • Through Building: * Extend directly to the exterior of the building without entering other spaces. * Cannot extend into through ducts/plenums not associated with the Class 1 exhaust duct system. + UBC/CBC 713.10 + UBC/CBC 713.11 + UBC/CBC 1202.2.3 + UMC/CMC 502 + UMC/CMC 505 + UMC/CMC 506 + UMC/CMC 609 + UFC/CFC 7902.5.11.4 + UFC/CFC 7903.2.3.5.2 + UFC/CFC 8003.1.8 + NFPA 91/2-1 thru 2-6 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 12 of 32 -· --· ARCTURUS: --------... -------2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANAL Y$IS 8. Class 1 Product Conveying Exhaust Duct $ystem(s) - Class I, II & Ill-A Liquids [continued] [continued on next page] [See previous page.] T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 + Exhaust Ducts -continued: • Construction: * Sheet metal/steel or other materials approved/listed for use with Flammable & Combustible Liquids. * Flexible metallic duct may be used for connecting ductwork to equipment. * Approved nonmetallic hoods/ducts allowed to be used for nonflammable corrosive vapors. * Metal hoods/ducts used for exhaust of corrosives to be protected with corrosion-resistant material. • Thickness: Depends on pressure, type & size of duct --refer to UMC/CMC Tables 5-B & 6-A. • Fittings: * >/=2 gages thicker than thickness required for straight runs. * Branches to connect to main duct(s) at the large end of transitions at >45o angle. • Cleanouts -Corrosive Vapors & Vapors with Particulate: Accessibie cleanouts at 1 O' intervals and .at changes in direction. • Fire Protection: * Same as Arcturus Conditions -not required based on Item 7 conditions. * NOTE: Flamniable vapors are the concentration of flammable constituents </=10% of the lower flammability limit [LFL]. • Access Openings for Sprinklers: Same as Arcturus Conditions --not applicable. • Access Openings for Equipment: Access openings provided for equipment located within the duct that requires servicing. • Supports: * </=8" Ducts: </=12' intervals. * >8" Ducts: </=20' intervals. * Design: Assume 50% of duct is full of the vapors being conveyed. + UBC/CBC 713.10 + UBC/CBC 713.11 + UBC/CBC 1202.2.3 + UMC/CMC 502 + UMC/CMC 505 + UMC/CMC 506 + UMC/CMC 609 + UFC/CFC 7902.5.11.4 + UFC/CFC 7903.2.3.5.2 + UFC/CFC 8003.1.8 + NFPA 91/2-1 thru 2-6 Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 13 of 32 ---· ------------· ----ARCTURUS:. 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA COOES ANALYSIS 8. Class 1 Product Conveying Exhaust Duct System(s) - Class I, II & Ill-A Liquids [continued] [See previous page.] '+' Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 ,fs-·&:,coi-iditions .· , T. :: .. -,: ,, ~•-'L ___ .''.._S_~_..::___,.-_' __ ,~J __ ' ____ ,,'._• _______ , ,_, -<::<. • Exhaust.Ducts -con.tinued: • Protection from Physical Damage: Protected by guards when installed in locations where they may be subjf;lct physical damage. • Exhaust Outlet Termination: * >/=1 O' from the following conditions: • Property lines • Openings into building which are in direction of exhaust discharge. • Above grade. * >/=3' from exterior walls & roofs. • Clearance from Combustible Construction: >/=18" or protected with approved construction [i.e.: insulation]. • Elevated Temperatures: Same as Arcturus Conditions --not applicable. • Explosion Venting: Same as Same as Arcturus Conditions --not applicable. • Da_mpers: * FirelSmoke Dampers: Not allowed, except for the following conditions: • Through fire walls/floors. • Collection system at end of system protected by firf;l sprinkler system. • Duct system protected by fire sprinkler system. * Volume/Balancing Dampers: • Allowed only for weather or back-draft protection, located only on clean-air side of filtration system. • Balancing devices secured to prevent inadvertent adjustment or loss of transport velocit}'_. + UBC/CBC 713.10 + UBC/CBC 713.11 + UBC/CBC 1202.2.3 +·UMC/CMC 502 + UMC/CMC 505 + UMC/CMC 506 • UMC/CMC 609 + UFC/CFC 7902.5.11.4 + UFC/CFC 7903.2.3.5.2 + UFC/CFC 8003.1.8 + NFPA 91/2-1 thru 2-6 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 14 of 32 ----·---·-·--ARCTURUS: 2715· Loker Avenue West, Carlsbad CA --------- UNIFORM/CALIFORNIA CODES ANALYSIS .-_~<-: ~ .:go_(le·Reqtiir.~rh~'!!~]l,Go_b,~i~ic;,tj~,, ... 9. Class 5 Product Conveying Exhaust Duct System(s)- Corrosive Vapors 10. Exhausted Fume Hoods, Exhausted Enclosures ~ Exhausted Hoods + Application: • Class 5 product conveying exhaust duct system(s) will be provided for exhausted fume hoods, exhausted enclosures and exhausted hoods associated with use/transfer of Corrosive Liquids. • The hoods & enclosures may also be used for exhaust of other hazardous material vapors. + Conditions: Exhaust systems will be designed and . constructed in accordance with applicable Code requirements for exhaust of Corrosive vapors [Class 5 Product Conveying puct Systems]. + General: Exhausted fume hoods, exhausted enclosures and exhausted hoods will comply with · applicable Code requirements. + Locations: • Molecular Biology Labs [Rooms 114 & 116]. • Refer to plans submitted through JKE Design & Associates. l'Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 + Class 5 Product Conveying Exhaust Systems: Same as Class 1 Systems, except as follows: • Nonmetallic Hoods & Duct Systems: Approved nonmetallic hoods and duct systems may be used· ' when corrosive vapors are nonflammable. • Metal Hoods: * Protected with corrosion-resistant material(s). * Rounded edges. • Duct Linings: Metal ducts that are not corrosion- resistant to be protected with approved corrosion- resistant material. • General: See Items 8, 9 & 18...: these conditions/ requirements apply, in addition to the conditions/ requirements addressed in this item. • Exhausted Laboratory Fume Hoods: • Construction: * Compatible with materials located therein. * Listed or approved. • Ventilation: * Maintain negative pressure in enclosure/under hood with respect to room, with air currents created by exhaust system to capture contaminants and transport them directly to/through an exhaust duct system --see Items 8 & 9. * >/=100 fpm average ventilation velocity at face/front opening. * >/=70 fpm minimum ventilation velocity at any point offace/front opening. • Electrical: See Item 11. + Exhausted Enclosures: • Construction: * Compatible with materials located therein. * Noncombustible when used to increase Exempt Amounts. • Ventilation: Same as laboratory fume hoods. • Electrical: See Item 13. + Exhausted Hoods: See Items 8, 9 & 18. + UBC/CBC 713.10 + UBC/CBC 713.11 + UBC/CBC 1202.2.3 + UMC/CMC 502 + UMC/CMC 505 + UMC/CMC 506 + UMC/CMC 609 + UFC/CFC 7902.5.11.4 + UFC/CFC 7903.2.3.5.2 + UFC/CFC 8003.1.8 + NFPA 91/2-1 thru 2-6 + UFC/CFC 206 + UFC/CFC 8001.10.4 + UMC/CMC 505.7 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 15 of 32 ---ARCTURUS: -------2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS ----_, ---- , Qd~'_f!~tj~ir~m~ti!~r' C,'.gt,~i,ti.~f,l_!f ''. :.~.:_:"':·. · ,y : .. · __ : :-1~~7:t1.99fff.C<i~i~~/~Y:i · 11. Electrically Classified Areas - Class I Flammable Liquids in Use & Transfer 12. Liquid Transfer Operations -Class I, II & Ill-A Liquids T Eriksen-Rattan Associates Inc. + Not specifically applicable to Arcturus conditions -no I + Same as Arcturus Conditions -not applicable. flammable vapor-air mixtures/concentrations: • </=8 ounces [0.0625 gallon] of Class I Flammable Liquids in use-open system conditions at any location at any time. • Use-open system conditions only within exhausted laboratory fume hoods. • Exhaust ventilation through fume hoods will maintain flammable vapor-air mixtures/concentrations below LEULFL, as discussed in Item 7. + Locations: Microbiology Labs [Rooms 114 & 116] --I + Same as Arcturus Conditions. as described in Section 2.0. + Maximum Transfer Amounts: </=0.0625 gallon [</=8 ounces]. + Liquid Transfer Methods: • Manual transfer -to/from containers </=20-liter capacity [</=5.3-gallon capacity]. • Transfer operations will occur with either general/area or local exhaust ventilation, as described in Items 7-9. + Prevention of Static Accumulations -Class I Flammable Liquids: Where differences of potential could be created, bonding/grounding will be provided for Class I Flammable Liquid transfer operations. + UFC/CFC 7901.4 + UFC/CFC 7901.10 + UFC/CFC Table 7901 ,4-A + tJFC/CFC 7903.2.2 + UFC/CFC 8001.9 + NEC500-3 +NFPA • 30 • 497 + UFC/CFC 7903.1.3 4719 Palm Avenue, La Mesa CA 91941 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 16 of 32 -----------ARCTURUS: 2715 t..oker Avenue West, Carlsbad CA --------- UNIFORM/CALIFORNIA CODES ANALYSIS 13. Piping, Valves & Fittings- Compressed Gases [continued on next page] • Compressed gases transferred through piping systems will comply with applicable Code requirements. + Inert compressed gases only [Carbon Dioxide]. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 • General: Suitable for use intended ;;1nd designed/constructed to provide allowance for expansion, contraction, vibration, settlement, fire exposure and maximum subjected temperatures and pressures. • Design: Designed and fabricated from materials compatible with material to be contained. • Strength: Adequate strength and durability to withstand pressure, structural & seismic stress, and exppsure to which subjected. +Standard: General compliance with ANSI 831.3 +Valves: • General: * Piping system(s) to contain a sufficient number of manual control valves & check valves to operate system properly and to protect the area under both normal & emergency conditions. * Piping in connection with pumps to contain sufficient number of valves to control gas flow in normal operation and in the event of physi<::al damage or fire exposure. • Backflow Prevention/Check Valves: Provided when backflow could create a hazardous condition or cause L1nauthorized discharge. • Emergency Shut-Off Valves: * Provided on supply piping/tubing in the following locations: • At the point of use; and • At the tank or bulk source. * Identified and location visible and indicated by a sign. + Pipe Joints: • Gas-tight. • Threaded, welded, silver-brazed or flanged. + UFC/CFC 7401-7403 + UFC/CFC 8001.4.3 + UFC/CFC 90: • ANSI A13.1 • ANSI 831.3 • CGA C-7 • CGA P-1 Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 17 of 32 ---ARCTURUS: -· ---------------2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 13. Piping, Valves & I [$ee previous page.] Fittings- Compressed Gases [continued] T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 -,_:-~ c<ia~:Re 'ui'tements &.o6ndition!i----:.. -, 0 _,-__L_:,,,s, ,V ,<,,,>,_ Q,.,,,.-, ,, ' ,,,, " ,_, ,,,,_,_~"--"--'---'--' ,,- • Pipe Bends: </=90o or at a radius less than 5 diameters of the nominal trade size of the pipe/tube [radius measured from inside edge of pipe/tube]. + Testing: One [1] of the following, prior piping system being enclosed or placed in use --no leakage or permanent distortion for >/=10 minutes: • Hydrostatically tested to >/=150% of maximum antiGipated system pressure. • Pneumatically tested to >/=110% of maximum anticipated system pressure, but not less than 5 psig at highest point of the system. + Identification -Piping/Tubing: Piping/tubing identified to indicate material conveyed with directional arrows -- per ANSI A 13.1 --as follows: • Each valve. • Each wall, floor, ceiling penetration. • Each change in direction. • Every 20' or fraction thereof-throughout piping runs. • Supports: Adequately supported & seismically braced, with bracin~support in accordanc~ with thf3 following_: ""m111.~-imnr,: , ___ --.---:-:PiP.~'~ize·: _ ::-,-/ ._ .. ,~ ;--:,· --·::$tijjp,orf!htei;v~I~; > -: ·;:_:_. </=1/2" </=6' 3/4"=1" </=8' >/=1-1/4" -Horizontal </=10' >/=1-1/4" -Vertical Evel)' Floor Level + UFC/CFC 7401-7403 + UFC/CFC 8001.4.3 + UFC/CFC 90: • ANSIA13.1 • ANSI 831.3 • CGAC-7 • CGA P-1 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00-Page 18 of 32 ---ARCTURUS: -----·-----------2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 14. Compressed Gases . _,_ :'/ <.· /'. >\: '\A.rc::t~rti$-~~n<t1tiq!lt.: . :': .::<·:·.: ·· · . +General: • Inert/nonhazardous compressed gases [Carbon Dioxide] will be located in lab areas, • Vessels, piping, systems, location, design and installation will be in accordance with applicable Code requirements. + Plans: See plans provided separately through JKE Design & Associates. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 +General: • Stored upright. • Valves protected from physical damage by means of protective caps, collars or similar devices. • Caps & plugs in place. • Secured to preventfalling due to contact, vibration or seismic activity by one or combination of the following methods: * Cylinders secured to a fixed object with 1 or more restraints. * Cylinders secured on a cart or other mobile device designed for the movement of compressed gas _ cylinders. * Cylinders secured within a rack, framework, cabinet or similar designed for such. use . • .Surface area beneath containers to be constructed of materials compatible with compressed gases. + Containers: DOT approved containers. + Labeling/Marking: Containers marked/labeled identifying contents. . + Pressure Relief Devices: • Provided to prevent rupture in the event of overpressure. • Per CGA standards. + UFC/CFC 7 401 + UFCiCFC 7402 + UFC/GFC 7 403 + UFC/CFC 90: • ANSIA13.1 • ANSI 831.3 • CGAC-7 • CGA P-1 Technical Report -Hazardous Materials Operations Code Requirements & Conditions-12/5/00 -Page 19 of 32 -------------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 15. Limit Controls - Hazardous Materials + Pressure Control: Not applicable to Arcturus conditions --no stationary tanks or equipment containing materials which can generate pressures exceeding the tank or equipment design limits due to exposure fires or interna'I reaction. + Temperature Control: Not applicable to Arcturus conditions --no hazardous materials conditions requiring temperature control. + Liquid Level Limit Controls: Not applicable to Arcturus conditions -no systems/conditions involving >Exem_E>_t Amounts. ~-__ · ,:G9,~~,$~tHiil~m,11t~:~.9<i'1~Utidhs··; '.;- + Same as Arcturus Conditions --not applicable. 16. Spill Control, Drainage & Containment + Not applicable to Arcturus conditions --i.e.: I • Same as Arcturus Conditions --not applicable. 17. Equipment, Machinery, Containers, Tanks, Vessels & Processes - Hazardous Materials • No use/storage >Exempt Amounts. • No gravity transfer of Class I & II Liquids from container~ having a capacity >5.3 gallons [>20 liters]. + General: Equipment, machinery, vessels & processes I + Same as Arcturus Conditions. will be approved, listed or designed and constructed in accordance with approved standards for the intended use. + Tanks: Not applicable to Arcturus conditions -no tanks containing hazardous materials. + Plastic Containers -Class I, II & Ill-A Liquids: [continued on next page] I • Class I & II Liquids: Class I & II Liquids will not be stored in plastic containers unless such containers are both listed and approved. • Class Ill-A Liquids: Class Ill-A Liquids will not be stored in plastic containers unless such containers are either listed or approved. + UFC/CFC Table 7902.5-A + UFC/CFC Table 7903.2-8 + UFC/CFC Tables 8001.15-A & B + UFC/CFC 8003.1.9 + UFC/CFC 8004.1.5 + UBC/CBC 307.2 + UFC/CFC 7901.8 + UFC/CFC Table 7902.5-A + UFC/CFC Table 7903.2-B + UFC/CFC 7903.1.3.5 + UFC/CFCTables 8001-.15-A& B + UFC/CFC Artic;:le 62 + i.iFC/CFC Std 62-1 + UFC/CFC 7902.1.8 + UFC/CFC 7902.1.11 + UFC/CFC 7902.2.5.10.2.2 + UFC/CFC Table 7902.1-A + UFC/CFC 8001.4.5 'f Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 20 of 32 ----.. -· -------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 17. Equipment, Machinery, Containers, Tanks, Vessels & Processes - Hazardous Materials [continued] 18. Egress System + Ovens: Blue M type electrically operated laboratory ovens will be located in the lab areas. General conditions for ovens will be as follows: • Purge Conditions: Not applicable to Arcturus conditions --no flammable vapor-air mixtures. • Clearances: Accessible for inspection & maintenance. • Temperature at Room Ceiling/Floor: Maintained below 160oF. · • Construction: * Noncombustible. * Insulated to maintain outside surface temperature from exceed 160oF. • Explosion Control: Not applicable to Arcturus conditions --no flammable vapor-air mixtures during oven operations. • Excess Temperature Controls: Provided to maintain a safe operating temperature within ovens. • Forced Ventilation: Not applicable to Arcturus conditions -no flammable vapors, toxic vapors or products of combustion associated with oven operations. • Oven E;xhaust Ducts: Will comply with applicable Code re_guirements. +General: • Review of egress system is outside the scope of this report as the system is not specifically related to hazardous materials operations. • See plans provided separately through JKE Design & Associates. + Hazardous Materials Storage: Hazardous materials will not be stored near or in exit-access doorways, stairways or in locations that would impede egress. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 +Ovens: • General: Same as Arcturus Conditions. • Oven Exhaust Ducts: * Construction: Noncombustible. * Openings: No openings other than those required for Qperation & maintenance. * Termination Above Any Part of Building Within 25': 10'. * Clearance from Combustible Construction: • Inside Building: 36". • Outside Building: 24.''. * Clearance from Noncombustible Construction: • </=18" Diameter Duct: 2". • >18" Diameter Duct: 411• + General: Outside the scope of the report. + Hazardous Materials Storage: Same as Arcturus Conditions. + UFC/CFC Article 62 + UFC/CFC Std 62-1 + UFC/CFC 7902.1.8 + UFC/CFC 7902.1.11 + UFC/CFC 7902.2.5.10.2.2 + UFC/CFC Table 7902.1-A + UFC/CFC 8001.4.5 + UBC/CBC 302.3 + UBC/CBC 713 + UBC/CBC 1003 + UBC/CBC 1004 + UBC/CBC 1005 + UBC/CBC 1007 + UBC/CBC Table 10-A + UFC/CFC 1210 + UFC/CFC 7902.5.5 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 21 of 32 ---· ----------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA COPES ANALYSIS .: , '··' ,,.,, .. ;:i, ,.'ArcturOs,.C.cinditiohs:.'. · . '·." ·-:. ,! -,, ,,,•t ' ___ , ___ •• ---~ "'' .... ,,..,,. ~ _,,,,.. , ' · ,,.j:;.-.·,~~'.''.'' .: ;:<g9·~~,~~tj4~r:~rnents.&,¢9"~i}iQpi:;;~_:.·.~~\>.:T~:,1: l~·9.7,(~-9~Q.:gqifis,::I;:;~E·· 19. Ignition Source Control- Hazardous Materials Conditions • General: Control of ignition sources, including electrical equipment, wiring and devices, will be in accordance with applicable Code conditions and requirements. • Open Flames & Hign Temperature Devices: • Energy-consuming equipment will be listed for use with the hazardous materials stored or used. • Open flames and high-temperature devices will be used in a manner that will not create a hazardous conditions. • Electrically Classified Areas/Conditions: Not applicable to Arcturus conditions --See Item 1'1 . • Prevention of Static Electricity -Class I Flammable Liquids: Precautions will be taken to prevent the accumulation of static electricity, See Item 12. • No Smoking & Signage: "No Smoking" signs will be posted as required ·by the Fire Department. [NOTE: State law prohibits smoking inside the building, essentially making signage both redundant & unnecessary.] 'f Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 • Same as Arcturus Conditions. + UFC/CFC 7901.4 + UFC/CFC 7901.10 + UFC/CFC 8001.9 Technical Report-Hazardous Materials Operations Code Requirements & Conditions-12/5/00 -Page 22 of 32 --·--·----·-----------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 20. Fire Extinguishing System Protection -Hazardous Materials Conditions + Existing Building Conditions: [continued on next page] T Eriksen-Rattan Associates Inc. • Existing fully sprinklered building. • Existing conditions are unknown to the report preparer. + New Conditions -Lab Areas: • Locations: See Section 2.0/fable 2.0. • Modifications: Modifications to existing conditions will be made as required for compliance with applicable Code requirements. • Plans:. See plans provided separately by others. + Product Conveying Exhaust Duct System(s): Not applicable to Arcturus conditions --no flammable vapor-air concentrations/mixtures or particulate in exhaust ducts -see Item 7. 4719 Palm Avenue, La Mesa CA 91941 + Maximum Individual System Size & Number of Systems in Building: • Size: <52,000 sf per system/floor. • Number of Systems for Building: 1 [<52,000 sf per floor]. + Waterflow Alarms: • Outside Building: Waterflow alarm bell or watermotor gong provided outside the building adjacent to system riser. • Inside Building: Audible & visual waterflow alarms provided inside building at a normally occupied location. + Waterflow & Control Valve Monitoring & Trouble Signals: • Waterflow alarm signal transmitted to an approved central station. • Sprinkler system control valves will be chained/locked open and supervised/monitored in, in the open position, with trouble signals transmitted to an approved central station. + Emergency Power: • Emergency power for waterflow alarms and system monitoring/supervision. • On-Site Storage Batteries: >/=1.5-hour duration. + Product Conveying Exhaust Duct System(s): Same as Arcturus Conditions -not ap_p_lical;>le. + UFC/CFC 1003 + UFC/CFC Table 7902.5-F + UBC/CBC Chapter 9 [904.2] + UBC/CBC Std 9-1 [NFPA 13] Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 23 of 32 -------------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 20. Fire Extinguishing System Protection [continued] [See previous page.] T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 /) ·c:C~(li. :ttegU:irfim~'i1ts. l-:~9,fl~i~!9n~>. ::- + Lab Areas -No Flammable/Combustible Liquids Storage or Use: • Arcturus Conditions: • Worst Case Conditions: Ordinary Hazard -Group 1. • Ordinary Hazard Group 1 System Design: * Density & Design.Area: >/=0.15 gpm over >/=1,500 sf. * Sprinkler Heads: • Spacing: </=130 sf. • Temperature: Ordinary. * Inside & Outside Hose Stream Allowance: 250 gpm --1.5-hour duration. + Lab Areas -Flammable/Combustible Liquids Storage or Use [Rooms 114 & 116] and Shipping & Receiving [Room105]: • Worst Case Condit10ns: * Liquids: Class I Flammable Liquids. * Containers: </=5-gallon containers. • Density & Design Area: 0.3 gpm over 3,000 sf. • Sprinkler Heads: * Spacing: </=100 sf. * Temperature: High. • Inside & Outside Hose Stream Allowance: 750 gpm -2-hour duration. , + UFC/CFC 1003 + UFC/CFC Table 7902.5-F + UBC/CBC Chapter 9 [904.2] + UBC/CBC Std 9-1 [NFPA 13] Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 24 of 32 ---------·----------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 21. Portable Fire Extinguishers 22. Water Supply -Fire Sprinkler System & Fire Flow + Plans: Refer to plans provided separately through JKE Design & Associates. +General: • Existing conditions are presumed to comply. • Alsq see Item 21 for fire sprinkler system design conditions in lab areas where Class I, II or Ill-A Liquids will be used/stored. + Plans: See site plans provided separately through JKE Desi~n & Associates. Y Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 · + General: Dry Chemicar [ABC] or CO2 portable fire extinguishers provided throughout the f~cility. + Size & Location: • Class I, II & Ill-A Liquids Storage or Use Areas: * Locations: • Shipping & Receiving [Room 105]. • Microbiology Labs [Rooms 114 & 116]. * Conditions: 4A40BC within 30' of travel, and as follows: • Extinguishers located inside each room adjacent to each exit from each room. • Extinguishers located outside each room, immediately adjacent to exits from each room. • Office, Administrative Employee Areas -Light Hazard: 2A10BC within 75' of travel. • Other Building Areas: 2A20BC within 50' of travel. + Same as Arcturus Conditions. + UFC/CFC 1002 + UFC/CFC Std 10-1 + UFC/CFC 903.2 + UFC/CFC 903.3 + UFC/CFC Appendix Ill-A + UFC/CFC Appendix 111-B Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 25 of 32 ---------------·----ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 23. Fire Department Access 24. Material Handling & Transportation in Building - Hazardous Materials T Eriksen-Rattan Associates Inc. • Access Roadways for Fire Department Apparatus: • Existing conditions are presumed to comply. • See. plans provided separately through JKE Design 7 Associates. • Access to & Access Doors -High-Piled Combustible Storage: Not applicable to Arcturus Conditions -no high-piled combustible storage. • Key Box [Knox Box]: • Key box [Knox Box] will be provided and located as required by the Fire Department. • Box will contain keys to gain necessary access and other information as required by the Fire Department. • Key Vault [Knox Vault]: • Key vault [Knox Vault] will be provided and located if and as required by the Fire D~partment. • Vault will contain Material Safety Data Sheet [MSDS] and other information if and as required by the Fire De_E>_artment. • Transport of Hazardous Materials in Means of Egress Corridors/Exit Enclosures: Not applicable to Arcturus conditions -no means of egress corridors/exit enclosures. • Powered Industrial Trucks/Forklifts: Not applicable to Arcturus Conditions -no powered industrial trucks/forklifts. 4719 Palm Avenue, La Mesa CA 91941 :'Code·Re.q''uirements·&:Conditions·, ·. >, -, __ ·-~-,. ,. __ , , _.,_.,.,.,,,._. ,, <~~--,_ ,~, -~ >v,_ ', ----~ • Access Roadways for Fire Department Apparatus: Same as Arcturus Conditions -existing conditions are presumed to comply. • Access to & Access Doors -High-Piled Combustible Storage: Same as Arcturus Conditions -not applicable. . +,Key Box [Knox Box]: Same as Arcturus Conditions - as required and approved by the Fire Department. • Key Vault [Knox Box]: Same as Arcturus Conditions - as required and approved by the Fire Department. · • Transport of Hazardous Materials in Exit Corridors: Same as Arcturus Conditions -not applicable. • Powered Industrial Trucks/Forklifts: Same as Arcturus Conditions -not applicable. + UFC/CFC 901.4 + UFC/CFC 902.2 + UFC/CFC 902.3 + UFC/CFC 902.4 + UFC/CFC 1108 • UFC/CFC 7901.12 • UFC/CFC 8001.12 + UFC/CFC 8203.2.2 . +OSHA: • CFR 1910.178 • CFR 1926.403 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00-Page 26 of 32 -----------·-----·---ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 25~ Storage Conditions 26. Approved Storage Cabinets- Hazardous Materials (continued on next page] + Storage Conditions: • Hazardous Materials: See Section 2.0/fable 2.0. • Other: Typical office/maintenance supplies - ordinary storage conditions. + Storage Under Stairs: Not applicable to Arcturus conditions -no storage under stairs to Mechanical Equipment Mezzanine. + Clearances to Sprinkler Deflectors: >/=18" from top of storage to si:>_rinkler deflectors. + Hazardous materials required by Code to be stored in approved cabinets will be in accordance with applicable Code requirements. +Also, see Section 2.0. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 • Storage Conditions: Same as Arcturus Conditions. + Storage Under Stairs: Same as Arcturus Conditions - not applicable. • Clearances to Sprinkler Deflectors: Same as Arcturus Conditions. • Flammable Liquids Storage Cabinets: • General: * Signs: FLAMMABLE-KEEP FIRE AWAY -red letters on contrasting background. * Maximum Quantity per Cabinet: </=120 gallons per cabinet. * Doors: Self-closing & equipped with a latch. * Bottom: Liquid tight to a height >/=2". * Type: Cabinets either listed or constructed as described below. • Unlisted Steel Cabinets: * Construction: • Steel -->/=18 gage. • Double walled [including door), with 1-1/2" airspace between walls. * Joints: Riveted or welded. • Unlisted Wood Cabinets: * Construction: >/=1" exterior grade plywood. * Joints: Rabbited and fastened in 2 directions with wood screws. * Door Hinges: Steel or brass. * Paint: Cabinets painted with intumescent-type paint. + UFC/CFC 1210.3 + UFC/CFC 8104 + l./FC/CFC Table 8104.3-A + UFC/CFC 7902.5.9 +UFC/CFC 8001.10.6 Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 27 of 32 -------------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 26. Approved Storage Cabinets- Hazardous Materials [continued] 27. Premises Identification [See previous page.] Approved numbers/addresses will be provided and located as required. 'f' Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 ',}1,'.::: , -'-CbdeReq' ufrements,if.Cohditions,: :_' _,__,_3 _ _'.~'_,_' '.~-: -,,, '•:',.~ \, r, , ,,, , ~-~ ,,,,,, •-----~-°"~.'-~-'--•-_J_,~---~--'-'_, __ , _____ ,_, + Hazardous Materials Storage Cabinets: I • UFC/CFC 7902.5.9 • General: +UFC/CFC 8001.10.6 * Signs: HAZARDOUS MATERIALS -KEEP FIRE AWAY-red letters on contrasting background. * Construction: Metal construction. * Interiors: Interior treated, coated or constructed of materials nonreactive with materials stored therein. * Type: Cabinets either listed or constructed as described below. • Unlisted Cabinets: * Construction: • Steel -->/=18 gage. • Double walled [including door]. with 1-1/2" airspace between walls. * Joints: Riveted or welded. * Doors: Self-closing & self-latching. * Bottom: Liquid tight to_a height >/=2". + Approved numbers/addresses placed on the building in I • UFC/CFC 901.4.4 such a position as to be plainly visible and legible from the street/road fronting the property. + Numbers to contrast with their background. + Refer to local sign ordinance. Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 28 of 32 ---------------·----ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS ··•!: /. · ·?-·· ·, ·.CodirReq·· uirefoent~f&'.·condifibns·· · ... _. · ·: ;~\,>< '' , •,,: • •, y1hp>_,._.,• ,-,.,,_,_, _____ ,~·---~·,,,,, ,• ,•' • ~,. ,,,v>',, ,,,> , -<,:_ ,,,, _c!, 28. Hazard Identification & Compressed Gas Signs Hazard identification signs will be provided in accordance with applicable Fire Department requirements. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 + Hazard Identification: I + UFC/CFC 8001.7 • General: * Hazard identification signage may be required by the Fire Department. * Signs, if rE1quired, are normally required to be placed in the following locations: • At entrances to and within each area where hazardous materials are located, including outdoor areas. • On vessels involved with liquid transfer operations. * Signs are generally required to be in accordance with the following: • Measure 15-inches on each sid1:1. • Have white reflective letters/numbers on blue or red backgrounds and black reflective letters/numbers on white and yellow backgrounds. • Signs: * General Hazard Identification: • Health: 4 • Flammability: 4 • Reactivity: 3 • Special: COR WR * Material Specific Hazard Identification: Refer to Attachments 2. + Compressed Gases: Areas where compressed gases are located to have signage outside & inside the areas indicating "COMPRESSED GASES". Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 29 of 32 -----· -------------ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 29. Emergency Response, Training & Procedures [continued on next page] + Materials Safety Data Sheets [MSDS]: MSDS will be maintained on-site in a location acceptable to the Fire Department. • Hazardous Materials Inventory Statements [HMIS]: Inventory information provided in Attachments 1-4. • Personnel Training & Written Procedures: • Employees will be trained to be familiar with the chemical nature of the materials and appropriate mitigating actions necessary in the vent of fire, leak or spill. • Persons will be designated & trained to be liaison personnel for the Fire Department as determined to be necessary by the Fire Department --i.e.: aid Fire Department in preplanning emergency responses & identification ofhazardous materials locations/conditions. + Emergency Equipment: Provisions will be made for controlling/mitigation leaks/spills [i.e.: clean-up materials, disposal procedures, etc.]. + Hazardous Materials Management Plan [HMMPJ: Hazardous Materials Management Plan, if required, will be provided in accordance with applicable Code requirements. 'f Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 + Materials Safety Data Sheets [MSDS]: Same as Arcturus Conditions --location to be approved by Fire Department. + Hazardous Materials Inventory Statements [HMIS]: Same as Arcturus Conditions. + Personnel Training & Written Procedures: Same as Arcturus Conditions, as required by the Fire Department. + Emergency Equipment: Same as Arcturus Conditions. +Hazardous Materials Management Plan [HMMP]: To be provided as required by the Fire Department and and/or other agencies. Plan to include the following information, in addition to other information that may be required by the authorities having jurisdiction, • General Information: Business name, address, emergency contacts, business activity, owner or operator, SIC code, number of employees & hours., signature of designated representative. • Site Plan: * Drawn to scale. * Location of location of building, exterior storage facilities, permanent access ways & evacuation routes, parking lots, internal roads, chemical loading & loading areas, equipment cleaning areas, storm & sanitary sewer accesses, emergency equipment & adjacent property lines. • Building Floor Plan: * Drawn to scale. * Hazardous materials storage & use areas, rooms, doorways, corridors, means of egress and evacuation routes. * Contents of storage areas identified. + UFC/CFC 8001.3 + UFC/CFC App. 11-E +OSHA: • CFR 1910.178 • CFR 1926.403 Technical Report -Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 30 of 32 - ------·------·----·---ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 29. Emergency I [See previous page.] Response, Training & Procedures [continued] l' Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 • Hazardous Materials Management Plan [HMMP] - continued: • Hazardous Materials Handling: * Description of activities involving handling of hazardous materials between storage & _ manufacturing areas. * Information showing how such operations are conducted to prevent accidental release of hazardous materials. • Material Compatibility & Separation: Identification of controls used to ensure separation of materials & conditions incompatible with each other. • Monitoring Program: Description of monitoring methods used re types and amounts of hazardous materials cm-site. • Inspection & Record Keeping: Written procedures for schedules & procedures for inspecting safety & monitoring and emergency equipment. • Employee Training: Written. procedures for employee training to prepare employees to safely handling hazardous materials on a daily basis and during emergencies --i.e.: * Instructions in safe storage & handling of hazardous materials, including maintenance of monitoring records. * Instructions in emergency procedures for leaks, spills, fires or explosions, including shutdown of operations & evacuation procedures. * Record-keeping procedures for documenting employee training. • Emergency Response: Written description of facility emergE:lncy response _erocedures. + UFC/CFC 8001.3 + UFC/CFC App. 11-E +OSHA: · • CFR 1910.178 • CFR 1926.403 Technical Report -Hazardous Materials Operations Code Requirements & Conditions-12/5/00-Page 31 of 32 ----------------·---ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS 30. Special Use Fire Department Permits & Plans Special use Fire Department permits will be obtained as required by the Fire Department. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 i , -:, ---,~pde,::gequir_~m~ntf~l~~frc,1it19~.$ ::,-_: '•c ':_:f~t:.: ; ,,::t, 9_97/19'ijij/Qji~~~:.: + Hazardous Materials Conditions: Permits and plans may be required by the Fire Department. If required, the following information is generally required to be provided: • Building plans showing locations of hazardous and conditions of operations involving hazardous materials. • Locations of emergency isolation and mitigation valves & devices. • Product conveying piping containing hazardous materials liquids or gases. • On & off positions of valves for valves which are of the self-indicating type. • Type and design of fire-extinguishing systems. • Location of valves c;ontrolling water supply of sprinklers. • Storage Conditions: Permits and plans may be required by the Fire Department. • Ovens: Permits and plans may be required by the Fire Department. • Egress Plans: Fire Department may require that approved egress plans be posted throughout the building_. + UFC/CFC 4501.3 + UFC/CFC 6202 + UFC/CFC 7901.3 + UFC/CFC 8001.3 + UFC/CFC 8101.3 Technical Report-Hazardous Materials Operations Code Requirements & Conditions -12/5/00 -Page 32 of 32 I I I I I- I I I I I I I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS , ~ '• HAZARDOlJS'MATER,ALS INV&NT.O~Y-ANA.LY$·1s: : ·'; •. :· ...... " , " ", . '' , ' ,, > ... , ' ' ' . ~ ~ ' ~ .A T1ACHMENT :1 ~ suMMA:RY & EX&MP''fAMoliJ.f~,ts. · · .... -,: · ·. · < · .. : • -', -' '. ' ' ' ', ',', •, '',, ', ,, ' ,,_,_ j 5 December 2000 Prepared by 'Y Eriksen-Rattan Associates Inc. 4719 Palm Avenue-La Mesa, California 91941 Telephone 619.466.6285 -FAX 619.466.6233 ' ' ' ''-"'' ' -~ . ;_ ',,,_ EMAIL MaryRattan@thecoderesource.com or Rattan@ixpres.com NOTE: UNLESS OTHERWISE INDICATED, USE AMOUNTS IN ANY USE CONDITION WILL BE <10% OF THE STORAGE AMOUNTS INDICATED, WITH NOT ALL MATERIALS IN USE AT THE SAME TIME. --------· ----HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-D-UFC/CF<:: TABLES 7902,4-1, 7903.2-B, 8001.15-A SUMMARY· PHYSICAL HAZARD MATERIALS Arcturus -2715 Loker AvenueWest, Carlsbad CA Solids Material Lbs Combustible Liquids 11· Combustible Liquids Ill-A Combustible Liquids 111-B Flammable Liquids I-A Flammable Liquids I-B Flammable Liquids I-C Flammable Solids 26:0000 --Unstable Reactives 2 1.0000 -- Unstable Reactives 3 0.1000 -- Water Reactives 2 1.1000 STORAGE Liquid Gins 4.0000 -·-- 2.8000 -- 1.6000 1.0000 --48.5000 --6.0000 Gas Cf Solid Lbs USE CLOSED Liquid Gins - Gas Cf 1997/1998 CODES: B/S1 OCCUPANCY CONDITIONS BASED ON THE USE and STORAGE OF PHYSICAL HAZARD MATERIALS. -- Solid Lbs Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. Building is protected throughout by an automatic fire sprinkler system. - USE OPEN Liquid Gins SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000 • PAGE 1 --· - Gas Cf ------------ HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-D • UfC/CFC TABLES 7902,4-1, 7903.2-B, 8001.15-A SUMMARY -PHYS_ICAL HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsbad CA ~ ---~ ~~.si_i!J1~·-qg_4!_~~ .J_l):i'., .. , .. ., . ,,: ,:::::?·::,>; I TOTAL Combustible Liquids II [LIQUIDS] LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902,5-A EXEMPT AMOUNTS-PER CONTROL AREA: STORAGE & USE CLOSED • H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPTAMOUNT • NO CABINETS: 240-GALLONS STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 480 GALLONS USE CLOSED EXEMPT AMOUNT: 240 GALLONS USE OPEN EXEMPT AMOUNT: 60 GALLONS [Stgr,~,Q~J 4.0Q00 - ,~1:Jfii~~i, Gins LIQUIDS WITHOUT FIRE POINTS -1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exceplion 9 EXEMPT AMOUNTS PER CONTROL AREA: STORAGE: UNLIMITED USE CLOSED EXEMPT AMOUNT: 240 GALLONS USE OPEN EXEMPT AMOUNT: 60 GALLONS MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1.1/EXCEPTION 3: </= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED GROUP M OCCUPANCY. MAXIMUM QUANTITIES PER CONTROL AREA -1997 UFC TABLE 7902.5-B • COMBINATION 1-B, 1-C, II, Ill-A: CEILINGS </=18' HIGH -</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS !Compusti~fe,~ptt1,li$fs·111~A--' .. ",,'' <' --,,._.:,. .: '"--:~.:· :---=·:J TOTAL Combustible Liquids Ill-A [LIQUIDS] LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA: STORAGE & USE CLOSED -H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. . USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 660·GALLONS STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 1,320 GALLONS USE CLOSED EXEMPT AMOUNT: . 660 GALLONS USE OPEN EXEMPT AMOUNT: 160 GALLONS !Jnpr~ij~·.I 2.8000 ~ . Gins LIQUIDS WITHOUT FIRE POINTS -1997 UBC'TABl:E 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA: STORAGE: UNLIMITED USE CLOSED EXEMPT AMOUNT: 660 GALLONS USE OPEN EXEMPT AMOUNT: 160 GAl:LONS MEDICINES,.FOOD, COSMETICS, ETC. -1997 UFC 7901.1.1/EXCEPTION 3: </= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED GROUP M OCCUPANCY -MAXIMUM QUANTITiES PER CONTROL AREA -1997 UFC TABLE 7902.5-B • COMBINATION 1-B, 1-C, II, Ill-A: CEILINGS </=18' HIGH-</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS Building is protected throughout by an automatic fire sprinkler system. -- h< _, l,l.c;._ :: ,I l\!J~!t.~U Gins L l}~:: ·.·, ~ ' Gins Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. -- .... , 'I 11 <u~,.·.,1. ,:,.,-+'! ,,;-,.,, ___ l j:;: ... U:O: ·; .. j SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000 -PAGE 2 -- 11~nits.d Gins !t~n.1.uH Gins ------------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-D-UFC/CFC TABLES 7902.4-1, 7903.2-8, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsb~d CA lgQIT!!llistjbl~ l,i.iq·!:!,!psUl•~·,::_,:,f.:·,'· _ ::T,:·--,~,,• ;l?-',\·, ··:,j, .. ?I TOTAL Combustible Liquids 111-B [LIQUIDS) i::~~t4r,~ijeJ 1.6000 - ~ ~ Gins 1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA -H OCCUPANCY NOT REQUIRED IN SPRINKLERED BUILDING. STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: UNLIMITED STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: UNLIMITED USE CLOSED EXEMPT AMOUNT: UNLIMITED USE OPEN EXEMPT AMOUNT: UNLIMITED MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3 - </= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED ----- 1;.'~·-.:pc:/t:I !' · •UQ'·' ll , ' , ' ~.' ' $., :,,,,, ,,.., u~ni~M Gins Gins jF1a~ri,l~b1epqui~.~~!,A · ,--::.,: , _ .,. __ ._ ·--,i, '.~--: ,·_;A !:-:~iq,f.a,~~-J liµn1~,I r ,' ·uc·_ --:1 PUriits;! ' < " '~ ' 1 · . i-:u~, : >:I uci~i~-;I TOTAL Flammable Liquids 1-A [LIQUIDS) 1.0000 Gins Gins Gins LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902.5-a EXEMPT AMOUNTS PER CONTROL AREA: STORAGE & USE CLOSED. H,3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT --NCl CABINETS: 60 GALLONS STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: ·120 GALLONS USE CLOSED EXEMPT AMOUNT: 60 GALLONS USE OPEN EXEMPT AMOUNT: 20 GALLONS ·uaUIDS WITHOUT FIRE POINTS -1997 USC TABLE 30D/UFC TABLE 7902,5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA: STORAGE: UNLIMITED USE CLOSED EXEMPT AMOUNT: 60 GALLONS USE OPEN EXEMPT AMOUNT: 20 GALLONS MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3: </= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED GROUP M OCCUPANCY. MAXIMUM QUANTITIES PER CONTROL AREA -1997 UFC TABLE 7902.5-B: 60 GALLONS Building is protected throughout by an automatic fire sprinkler system. Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000-PAGE 3 - -------· -----HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-0 • UFC/CFC TABLES 7902.4-1, 7903.2-B, 8001.15-A SUMMARY· PHYSICAL HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsbad CA !Fl~tiiffiil!>I~ l,.iq~i<,!!rl~Ef '.,'.~.,J ·:, {/::,_~ .· ,:,,"_0'.,1,~.<·::·:: .:·:; ;,,~, lL'~Jq~~gE!:.J TOTAL Flammable Liquids I-B (LIQUIDS] 48.5000 LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902.5-a EXEMPT AMOUNTS PER CONTROL AREA: STORAGE & USE CLOSED· H-3 OCCUPANCY REQUIRED·ONLY FOR >EXEMPT AMOUNTS. USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H~2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 120 GALLONS STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 240 GALLONS USE CLOSED EXEMPT AMOUNT: 120 GALLONS USE OPEN EXEMPT AMOUNT: 30 GALLONS - ~ ~ Gins LIQUIDS WITHOUT FIRE POINTS -1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA: STORAGE: UNLIMITED USE CLOSED EXEMPT AMOUNT: 120 GALLONS USE OPEN EXEMPT AMOUNT: 30 GALLONS MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3: </= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED GROUP M OCCUPANCY -MAXIMUM QUANTITIES PER CONTROL AREA· UFC TABLE 7902.5-B • COMBINATION I-B, I-C, II, Ill-A: CEILINGS </=18' HIGH -</=6' SHELF .STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS SPECIAL SPRINKLER SYSTEMPROTECTION: 15,000 GALLONS !Fl~mm~b!~· 9.l:i\,J!<Js:l·G:·, '.:."·:··-~: _· :.·-~; /: ·. ~--~-~ TOTAL Flammable Liquids I-C [LIQUIDS] '"'.:ii , ... j LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902.5-A EXEMPT AMOUNTS PER CONTROL AREA: STORAGE & USE CLOSED· H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. USE OPEN & PRESSURIZED SYSTEMS >15 PSIG -H-2 OCCUPANCY REQUIRED ONLY FOR>:EXEMPT AMOUNTS. l;~~t~r~J.1~: :I 6.0000 STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 180 GALLONS STORAGE/AGGREGATE EXEMPT AMOUNT-WITH CABINETS: 360 GALLONS USE CLOSED EXEMPT AMOUNT: 180 GALLONS W:iE OPEN EXEMPT AMOUNT: 40 GALLONS ~ ~ Gins LIQUIDS WITHOUT FIRE POINTS • 1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA: STORAGE: UNLIMITED USE CLOSED EXEMPT AMOUNT: 180 GALLONS USE OPEN EXEMPT AMOUNT: 40 GALLONS MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3: </= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED GROUP M OCCUPANCY. MAXIMUM QUANTITIES PER CONTROL AREA· UFC TABLE 7902.5-B • COMBINATION I-B, I-C, 11, Ill-A: CEILINGS </=18' HIGH-</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS Building is protected throughout by an automatic fire sprinkler system. -- h~:·;UR:-.: d 1·Yri!~:I Gins 1 · ·u·c · I ju·-·-ts! . ><. :_--:--·· -:.n• __ ", Gins Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. --- ,:,.-/·uo .· .. ,, ~: :---, ,,,, ' ', ,;: hlJ,,o,!~~, Gins j·, ·: ·uo---_,, j·un1ts;I ::_; __ : , ?: , , ' ! -,, ,, ' ~ Gins SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000 -PAGE 4 - ------·---· --------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-0-UFC/CFC TABLES 7902.4-1, 7903.2-B, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsbad CA !FJ,amma!?J~'~~!lq~·:·,2; · '. ;~\,:,:r;?,::",P,;·.::·· ,:c.': ,:·,:::.;·>:_.,~;I TOTAL Flammable Solids [SOLIDS] r Stora e;I r,., .... , ••.• ,!:L ... 26.0000 j;l)oi_t~:I Lbs 1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA • H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 250 POUNDS STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 500 POUNDS ,.;· ,·.:.·,·, ,· ·•.:.ms. I" ·-nc·--'I I''' "'t··,I :~, • ,, , :,, ,, .... , 1~' ,' ~;:... ', ,, Lbs USE CLOSED EXEMPT AMOUNT: , NOT APPLICABLE -NO FIRE/EXPLOSION HAZARD POTENTIAL USE OPEN EXEMPT AMOUNT: NOT APPLICABLE -NO FIRE/EXPLO~ION HAZARD POTENTIAL !Un~t~~leJ~~ac_thies,~,,, :· ~.:.,,_:::. · , .:'\ ::._; :: · ~-'': ~:; .. ,-'-·: ·: · ·. ',:_ ':I TOTAL Unstable Reactives 2 [SOLIDS] F ~to,r.a.Qjj :1 1.0000 !!!Jfi,itsJ Lbs 1997 UBC TABLE 3-D/UFC TABLE8001.15·A EXEMPT AMOUNTS·PER CONTROL AREA-H-3 OCCUPANCY REQUIRED ONLY·FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT--NO CABINETS: 100 POUNDS+ 10 GALLONS & 1,500 CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 200 POUNDS+ 20 GALLONS & 3,000 CUBIC FEET USE CLOSED EXEMPT AMOUNT: 100 POUNDS+ 10 GALLONS & 1,500 CUBIC FEET USE OPEN EXEMPT AMOUNT: 20 POUNDS -t 2 GALLONS " , u-', I"' ·u .... ··, " , ·, ~-' ' ' 1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 900 POUNDS+ 90 GALLONS 1999 UFC SUPPLEMENT -RETAIL/WHOLESALE STORAGE/DISPLAY -EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 1,300 POUNDS+ 230 GALLONS 1997 UBC TABLE 3-G/UFC TABLE 8003.1-B -MAXIMUM AMOUNT PER BUILDING WITHOUT DETACHED STORAGE: GASES-10,000 CUBIC FEET LIQUIDS & SOLIDS -25 TONS 1999 UFC SUPPLEMENT -GROUP S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 2,300 POUNDS+ 230 GALLONS Building is protected throughout by an automatic fire sprinkler system. ~ ~ Lbs Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. r··uo···., ( ', :~." ,-1: > \ I: ;· z~p:~. .;I SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000 -PAGE 5 -- j;l:Jn.!f~! Lbs !t~ii!~;, Lbs -----------·--HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-D • UFC/CFC TABLES 7902.4-1, 7903.2-8, 8001.15-A SUMMARY· PHYSICAL.HAZARD MATERIALS Arcturus· 2715 Loker Avenue West, Carlsbad CA !U11lStabl.e Re,ic_~iv.e,·~:~~,·.::• :·-_; · ! , ··: ·,:; .;·,::-.. ~-.,·::<;:: ';~;_ . i:~:J TOTAL Unstable Reactives 3 [SOLIDS} 1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA. NONDETONATABLE. H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. DETONATABLE • H-1 OCCUPANCY REQUIRED ONLY FOR >EXEMPT-AMOUNTS. r,stora ·e:I ,, ... , .... Q.e 0,1000 - n9~it.~,I lbs STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 10 POUNDS+ 1 GALLON & 100CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 20 POUNDS+ 2 GALLONS & 200 CUBIC FEET USE CLOSED EXEMPT AMOUNT: 2 POUNDS·+ 0.20 GALLON &20 CUBIC FEET USE OPEN EXEMPT AMOUNT: 2 POUNDS+ 0.20 GALLON -· - j"'.···uc·:.:s,1 ruoitsi! ' ':,, ,.t'..<,1',, '' ~ ' .---,9 ~-> J Lbs 1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 1,125 POUNDS + 112.5 GALLONS 1997 UBC TABLE 3-G/UFC 8003.1-B -MAXIMUM AMOUNTS PER BUILDING WITHOUT DETACHED STORAGE: GASES -2,000 CUBIC FEET LIQUIDS & SOLIDS • 1 TON 1999 UFC SUPPLEMENT-S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 1,100 POUNDS+ 110 GALLONS --- !',-,:Ue;>;:o--·:;j j!1:J,:ii~$;j " ~ .:,. -' . , ~ ' Lbs l\r\later·Rifa~ti\;es:~:... ..:.:·. · ·'' . J,·"·' '::'. ,,.--J 1:~s_tpr~ste'.I 1.1000 p_t:@~-, F: -,ue'' I 1·un1tS",! • ~ ~ ,, -. 't. ,~ , ' ~ • • ,.. o "I >:"U. ·'''.· !ltltii~:1 Lbs TOTAL Water Reactives 2 (SOLIDS] lbs 1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA· H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 100 POUNDS t 10 GALLONS STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 200POUNDS + 20 GALLONS USE CLOSED EXEMPT AMOUNT: 100 POUNDS+ 10 GALLONS USE OPEN-EXEMPT AMOUNT: 20 POUNDS+ 2 GALLONS 1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 900 POUNDS+ 90 GALLONS 1999 UFC SUPPLEMENT· RETAIL/WHOLE STORAGE/DISPLAY -EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 2,300 POUNDS+ 230 GALLONS 1997 UBC TABLE 3-G/UFC TALBE 8003.1-B • MAXIMUM AMOUNTS PER BUILDING WITHOUT DETACHED STORAGE: GASES-10,000 CUBIC FEET SOLIDS & LIQUIDS -25 TONS 1999 UFC SUPPLEMENT -S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 1,300 POUNDS+ 230 GALLONS Building is protected throughout by an automatic fire sprinkler system. Lbs Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS-ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000-PAGE 6 - ----------------- HAZARDOUS MATERIALS an~ OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-E-UFC/CFC TABLE 8001.15-B SUMMARY-HEALTH HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsbad-CA STORAGE Solids Liquid Gas Radioactives Material Lbs Gins Cf mCis Carcinogens 1.0000 28.0000 30.0000 Corrosives 3.1000 29.5000 Highly Toxics 0.1000 0.3000 Irritants 51.8000 39.1000 Other Health Hazards 32.3000 41.4000 Radioactive -Beta 30.0000 Sensitizers 27.4000 Toxics 2.1000 1.4000 USE CLOSED Solid Liquid Lbs Gins 1997/1998 CODES: B/S1 OCCUPANCY CONDITIONS BASED ON THE USE and STORAGE OF HEALTH HAZARD MATERIALS. Gas Solid Cf Lbs Storage Amount= Maximum amount of use+storage, unless otheiwise noted. Not all materials are in use at the same time, with <10% in use at any time. Building is protected throughout by an automatic fire sprinkler system. USE OPEN Ljquid Gins SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· ERIKSEN-RATTAN ASSOCIATES INC. -11-10-00 -PAGE 7 -- Gas Cf -------------HAZARDOl,JS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-E-UFC/CFC TABLE 8001.15-8 SUMMARY -HEALTH HAZARD ~ATERIALS Arcturus -2715 Loker Avenue West, Carlsbad_CA !Ca.r¢inqg~n,~:', .~· .. ,; :.,.·;:.·· ·~·-:, ·::.:.,('·{,::::.,'·':.:::,.~:;·:.'.I TOTAL Carcinogens [SOLIDS] TOTAL Carcinogens [LIQUIDS] TOTAL Carcinogens [RADIOACTIVESJ CONSUMER PRODUCTS -1997 UBC TABLE 3-E/UFC TABLE 8001.15-B: 1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS: UNLIMITED v~t:1;,r.~9~;:I UJn,;r~:I 1.0000 Lbs 28.0000 30.0000 Gins mCis UNLIMITED • WITH SPECIAL CONTROLS -- I· ·::·:u~~·.-·'I 1;1:r·ts.l -: ..... ,., __ , .. ,. ' __ r:u, .. Lbs Gins mCis --- 1:,.:····011>)'t.'·.i1 j1vnit~,1 < -" ' -~-,-, ,. "' " ' Lbs Gins mCis !Corro~!yes,-. , __ .:·· I rst""-'.;,:~· 'I ru· it'·I r "'C'' ,, r· ··•ts'I I ... .,;© ,. I r· 'it 'I ':.,or .. ~~'-, _n_ §_; ;,.·:·.,;, .'.· .. 1~JJ1_; , . 'H,'..'.. '. ,~n .. s: TOTAL Corrosives '(SOLIDS] TOTAL Corrosives [LIQUIDS] 3.1000 Lbs Lbs Lbs 29 .. 5000 Gins Gins Gins 1997 use TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS PER CONTROL AREA • H-7 OCCUPANCY REQURIED O~L Y FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 20,000 POUNDS+ 2,000 GALLONS & 3,240 CUBIC FEET USE CLOSED EXEMPT AMOUNT: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET USE OPEN EXEMPT AMOUNT: 2,000 POUNDS+ 200 GALLONS 1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 19,500 POUNDS+ 1,950 GALLONS 1999 UFC SUPPLEMENT· RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 20,000 POUNDS + 2,000 GALLONS 1999 UFC CUPPLEMENT -S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 20,000 POUNDS + 2,000 GALLONS Building is protected throughout by an automatic fire sprinkler system. Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· ERIKSEN-RATTAN ASSOCIATES INC.· 12/05/2000 -PAGE 8 - -----------------·-HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS UBC/CBC TABLE 3-E.--UFC/CFC TABLE 8001.15-B SUMMARY· HEALTH HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsbad CA !Highlu:Toxics.:>:::·· · ;··:~}: ·/':· _,,-,,._:." 'l ' ;,; ,' !° , • < ,,< '» ,'.,., ~--~ A,,<t,\~'f,'<, j; '.S't6rp_g_e: 'I HUnit~il r'' ·-ue:: ·:."I !0Units:I F ·>:-:uoi-:-:.,,1 !lUpits:I :::,1\1,,,,;\,: ,',;.• ..:-....:-¥'~-·-•;,.,,~-,,,-: ,;,-,••, -~f--~--i TOTAL Highly Toxics [SOLIDS] TOTAL Highly Toxics [LIQUIDS] 0.1000 0.3000 Lbs Gins 1997 UBC TABLE 3-EIUFC TABLE 8001.15-B EXEMPT AMOUNTS PER CONTROL AREA· H-7 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 20 POUNDS+ 2 GALLONS & O CUBIC FEET . STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 40 POUNDS+ 4 GALLONS & 40 CUBIC FEET Lbs Gins USE CLOSED EXEMPT AMOUNT: 20 POUNDS+ 2 GALLONS & 40 CUBIC FEET [CAB/EXHAUSTED ENCL REQD] USE OPEN EXEMPT AMOUNT: 6'POUNDS + 0.6 GALLON 1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 39 POUNDS+ 3.9 GALLONS 1999 UFC SUPPLEMENT. RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMUNTS PER MIS OCCUPANCY CONTROL AREA: 40 POUNDS + 4 GALLONS 1999 UFC SUPPLEMENT -S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 40 POUNDS+ 4 GALLONS l!Eri~ai;tts __ ,, \~~t~ a·:/.,'·,:·=:] 11-~1~~0~:1 51.8000 Ul'.lfi!ts·I 1 ·· ··:uc: ,· I p!!n•--·I : ' · ... ,.'.: i. IJ,.°"'.'. TOT AL Irritants [SOLIDS] TOTAL Irritants [LIQUIDS] CONSUMER PRODUCTS -1997 UBC TABLE 3-E/UFC TABLE 8001.15-B: 1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS: STORAGE/AGGREGATE EXEMPT AMOUNT:· USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: Building is protected throughout by an automatic fire sprinkler system. UNLIMITED UNLIMITED UNLIMITED .39.1000 UNLIMITED -WITH SPECIAL CONTROi.;$ Lbs Lbs Gins Gins Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. t:-,;~q-,·_.~,1 SUMMARY· HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000 -PAGE 9 Lbs Gins ~ ~ Lbs Gins - -------·--·---- HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANAi,. YSI~ UBC/CBC TABLE 3-E -UFC/CFC TABLE 8001.15-B.SUMMARY • HEALTH HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsbad CA !Otli . H' lth'H'' '• cf' r -·, "' ..... ' • ... • ' -," .. • < I _ _ er'..~~-. ;_ .11,;,r .. ~; ,;: , _, ::..:·~: ·::· . ., '.·: .. ::::· ,",:,: -·>· ·:<,--,~·_:.': L·~to~a,fi~·::I · 1:µ_r!t~·I TOTAL Other Health Hazards [COMPRESSED·GASES] 20.0000 Cf TOTAL Other Health Hazards [SOLIDS] TOTAL Other Health Hazards [LIQUIDS] CONSUMER PRODUCTS -1997 UBC TABLE 3-E/UFC TABLE 8001.15-B: 1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS: STORAGE/AGGREGATE EXEMPT AMOUNT: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: UNLIMITED UNLIMITED UNLIMITED 32.3000 41.4000 UNLIMITED -WITH SPECIAL CONTROLS Lbs Gins !R~dioactiv~·.; ~~t_a: : < :J j:;st~r.ag~, I LUiiiJs;I TOTAL Radioactive -Beta [RADIOACTIVES] 30.0000 mCis 1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS PER CONTROL AREA ··H-7 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS. STORAGE/AGGREGAT.EEXEMPT AMOUNT-NO CABINETS: 400 CURIES & 40CURIES/GASES STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 800 CURIES & 80 CURIES/GASES USE CLOSED EXEMPT AMOUNT: 400 CURIES & 40 CURIES/GASES USE OPEN EXEMPT AMOUNT: 200 CURIES MAXIMUM QUANTITY PER CONTAINTER 200 CURIES Licensed/sealed sources for/in instruments, calibration devices and equipment are not regulated. mCcs=Microcuries -mCis=Millicuries Cu=Curies Building is protected throughout by an automatic fire sprinkler system. ----- r ·•un , I l'U "•t·· 1 r···-·oo·' . .,, ,;_;_::--_:,~:;,., .-.: ::.J!.! ~:'·:. .. :, :_;':.,-~ Cf Lbs Gins ,.: . 1.m ··~-'I !'Qtiit~:I • ,, --· ,, >,, ,, ' ; ___ "~d,',' ',~; r-'·00 .. , mCis Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· ERIKSEN-RATTAN ASSOCIATES INC. -12/05/2000-PAGE 10 - Cf Lbs Gins !iUN~~11 mCis - ------------------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATIONANALYSIS UBC/CBC TABLE 3-E • UFC/CFC TABLE 8001.15-B SUMMARY· HEALTH HAZARD MATERIALS Arcturus -2715 Loker Avenue West, Carlsbad CA ~~it.izer~ ,:,;:.,, ::/"-: .. _ __-:,~;:.~~_: :·~L ;;3:>I l:-~(9r~fjll3:;1 h4r.it_~,I TOTAL Sensitizers [LIQUIDS] CONSUMER PRODUCTS -1997 UBC TABLE 3,E/UFC TABLE 8001.15-B: 1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS: STORAGE/AGGREGATE EXEMPT AMOUNT: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: ~ides::· :,\ ~ TOTAL Toxics [SOLIDS] TOTAL Toxics [LIQUIDS] (~~'-i': -~" ;. d UNLIMITED UNLIMITED UNLIMITED 27.4000 UNLIMITED· WITH SPECIAL CONTROLS r·~no(a!)e ;I 2.1000 1.4000 Gins !)l!t:l!!~-1 Lbs Gins 1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS PER CONTROL AREA· H-7 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 1,000 POUNDS+ 100 GALLONS & 1,620 CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 2,000 POUNDS+ 200 GALLONS & 3,240 CUBIC FEET USE CLOSED EXEMPT AMOUNT: 1,000 POUNDS+ 100 GALLONS & 1,620 CUBIC FEET USE OPEN EXEMPT AMOUNT: 250 POUNDS+ 25 GALLONS I'" ,,,,,,.. ·1 f.Hn'ii:nt· '·':·-~~'-.:·J'. ~ Gins 1:·:;uc··:··I !,, '"'•, !il!~,~~1 Lbs Gins 1997 UFC 8001.14 RETAIL/WHOLE;SALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 1,950 POUNDS+ 195 GALLONS+ 3,160 CF 1999 UFC SUPPLEMENT· RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 2,000 POUNDS+ 200 GALLONS 1999 UFC SUPPLEMENT· S OCCUPANCY STORAGE WITH UFC 8001.14 STORGE CONDITIONS: 2,000 POUNDS + 200 GALLONS. Building is protected throughout by an automatic fire sprinkler system. Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. 1,:.-,,:t'Jo '"tH! !ti:toits1I -,,.,_,~-,,-::_,~ y-,, • -~ ,.:i, ' Gins ,,. l;JO,·A •• , ,< l. Lbs Gins SUMMARY· HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· ERIKSEN-RATTAN ASSOCIATES-INC. -12/05/2000-PAGE 11 - I I I I I I I I I I I I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS ;· ., . _.' .HAZARo-ous :MATERIALS iNV&NTOR:Y:ANALYSl$: .. · : :--- ATTACHMENT 2 .... n-,veNtORY :rre-lVl1ZAt1ot~t:: -. · · ALPHABETICAL BY.MATERIAL:NAME :: : · 5 December 2000 Prepared by T Eriksen-Rattan Associates Inc. 4719 Palm Avenue-La Mesa, California 91941 Telephone 619.466.6285 -FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com or Rattan@ixpres.com NOTE: UNLESS OTHERWISE INDICATED, USE AMOUNTS IN ANY USE CONDITION WILL BE <10% OF THE STORAGE AMOUNTS INDICATED, WITH NOT ALL MATERIALS IN USE AT THE SAME TIME. ------· -------------12-06-00 Page 1 Arcturus -2715 Loker Avenue West, Carlsbad CA: Hazardous Materials Inventory · .ite'm ·-,~CA$f :'; :: '1(:~~\~):~J~~~SM'.~t;~j~f\Z ! .. , .. ,. ;:~-~~~;:~;~i,aJff .. :;-$i~t,~~f~~(t¥.:::~~6_i~~~~?:Y~1tf\cl,~'~:~fe_ri);il~)~{)ft~~~t:;~~P~:;:~~~-:·:_'\,;~~P,~l1ih}:.{}?\f.1·2·· 64-19-7 l >80 Acetic Acid (Glacial)[BP: 118.10; FP: 109oF) [lEl: 5.4%; UEl: 15%] [pH: 2.4] [LD50-Oral: 3,310 mg/kg; LOSO-Skin: . 1,060 mg/kg) [HR: H3 F2 COR] Cl2, CR 1.0000 Gins Gins Gins ClV labs 2 67-64-1 L 3 67-64-1 L 4 10127-02-3 s 5 79-06-1 s 6 9002-18-0 s 7 37288-57-6 s 8 00-01-374 s 9 631-61-8 s 10 69-52-3 s 11 7240-90-6 s 100 Acetone [2-Propanone] [Autoignition: FL1B, IR 869oF; FP: 1oF; BP: 133oF] [LEL: 2,6%; UEL: 12.8%) [HR: H2 F3) 100 Acetone [2-Propanone] [Autoignition: FL1B, IR 869oF; FP: 1oF; BP: 133oF] [LEL: 2.6%; UEL: 12.8%] [HR: H2 F3] 100 Acridine Orange [3,6-OHH Bis(Dimethylamino)Acridine Zinc Chloride Double Salt] [HR: H1] 100 Acrylamide [Bis-Acrylamide) [MP: 840; CA,.IR, OHH, TX, FP: 137oC; AIT: 464oF]) [LD50-O: 124-UR2, P65, RMP-T3 150 mg/kg; LD50-S: 400 mg/kg) [RTECS# AS3325000] [HR: H3 R2) · 100 Agar [Bacio-Agar] [Agar-Nobel] [Agar-NH Select] [Nutrient Agar] (Tryptic Soy Agar] [HR:0] 100 Agarose [Agarose-3-Glycanohydrolase] NH (Agarose II) [HR: OJ 100 Albumin [Bovine-Fluorescein IR lsothiocyanate] [A4378) [HR: H2] 100 Ammonium Acetate [RTECS# IR AF3675000) [MP: 110oC) [HR: H1] 100 Ampicillin Sodium Salt [LD50-Oral: IR >5,314 mg/kg] [HR: H2] 100 Bromo-4-Chloro-3-lndoyl-B-D-IR, OHH Galactosaminide (5-) [5-Bromo-4-Chloro- 3-lndoyl-2-Acetamido-2-Deoxy-B-D- Galactopyranoside] [)(-Gal] [pH: 7.4] [MP: 2300) [HR: H1] 1.0000 Gins Gins Gins FLV labs 3.0000 Gins Gins Gins FlV Labs 1.0000 Lbs Lbs Lbs Labs 1.0000 Lbs Lbs lbs labs 1.0000 Lbs Lbs Lbs Labs 0.:1000 Lbs lbs Lbs Labs 0.1000 Lbs Lbs Lbs Labs 1.0000 lbs Lbs Lbs labs 1.0000 Lbs lbs Lbs labs 1.0000 Lbs Lbs Lbs Labs LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/Procedure; 124/PCR Setup Storage Amount = Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. ----·-------·-------·- 12-06-00 Page 2 Arcturus -2715 Loker Avenue West, Carlsbad CA: Hazardous Materjals Inventory ~,:' ,."', --;'~':••:'.:.:"•"'",:,,t' :,,< :,;:; '';t',,';·~~-~',f/'~:>'t ,\-:, ,;,,_-,,.,., .... ,";.,"; '',<',,.'..>· •':;•C,'.',•,,__•,;,.,,',.•, Y';•;,,,,,.,',':;l'{":"',:•9~~,',("".•'"•,',,t,:~',''l;~·,,.:,,~,·'}_,·,t,',~,::,v'"~:·r~.1'('.'. :" ~,,:;:,,,~,},~,;',v•,-,·, ,'>•'., ,,·-.,:,,·,ff".""".:";rv'~ .1t~rit · CAS#'. ·: · :·, · ,·, : .. :~.tate:' ;cori~°lo':i' ,fJ!;i.terhil; :: :. ··':·if.· ,"::'i,< 5/·: ::·; ·, ,;;t1Ha~~rr,1,c:;1a~s · · :·,-E~totagf(Q/:llts.,fitl~Elf~Jpst;3d ,:.,uni~·:, 1l:!~~H:~pE1n:\:U!ii.ts; .. '. :c.;16s,/~f~.f:>'s1tcJ:1:;y;:: ,;.:: :~oc~i!c>oi; .<f,J.i: ,,-•, ',{_,• ,~, ,,;<, ,•,•_,\_,',,>~<' ,:: •.''),,,~, ,: ,1'.:,,,,, ,,-'-., '),'•:~,, ,.t~._,',('.'.,-, '•£,,,;',_'<~/,_,',:s-_.,•:,:: ;,,t,.', ,•,',', ",,",,',",,,';: ,,,,,,,,',\','•,' ,,,/,:,;~,;~v,'',,,,t,,,,',,'\,<',~,,,,,,\,:,,~,,•,, .::.,,~~,,\,)-~~,("..(:;{ 12 115-39-9 s 100 Bromophenol Blue NH 1.0000 Lbs Lbs Lbs Labs· [3',3"5',5"Tetrabromophenolsulfonephthal ein] [RTECS# SJ745300) [HR: OJ 13 78-93-3 L 100 Butanone (2-) (Methyl Ethyl Ketone) FL18,IR 1.0000 Gins Gins Gins FLV Labs [MEK] [Domino/Amjet 2321 Makeup] [Domino/Amjet 1200Q Wash] [A7190 Additive] [FP: 24oF; BP: 175oFJ [HR: H2 F3] 14 10035-04-8 s 100 Calcium Chloride [Calcium Chloride IR 1.5000 Lbs Lbs Lbs Labs Dihydrate) (RTECS# EV9800000) [HR: H2] - 15 124-38-9 CG 100 Carbon Dioxide [Asphixiant] [CO2] [mw: NH 1000.0000 Cf Cf Cf Labs 44.01] [8.7 cf/lb] [HR: H1] 16 67-66-3 L 100 Chloroform [frichloromelhane) [LD50-CA, IR, OHH, P65, 1.0000 Gins Gins Gins Labs Oral: 908 mg/kg) [MP: -630; BP:,61oC; RMP-T1, RMP-T3 FP: None) [HR: H3] 17 77-92-9 s 100 Citric Acid [MP: 1520] [C6H8O7] IR 1.0000 Lbs Lbs Lbs Labs [RTECS# GE7350000) [HR: H1] 18 00-01-425 L 100 Clarifier 1/Eosin Y Stain [Ethanol/64-17-5; CR, FL 1 B, OHH 1.0000 Gins Gins Gins FLV Labs lsopropanol/67 ,53.Q; Methanol/67:55.1; Methyl lsobutyl Ketone/108-10-1; Glacial AceticAcid/64-19-7] {HR:H3 F3] 19 Mix-231 L 100 Denaturing Solution [Southern/Northern] CR,TX 0.1000 Gins Gins Gins Labs [20% Sodium Hydroxlde/1310-73-2, 10% Tris/77-86-1] [HR: H3 COR] 20 67-68-5 L 100 Dimethyl Sulfoxide (DMSO] [Methyl CL3A, IR,SN 0.1000 Gins Gins Gins CLV Labs [PicoGreen- Sulfoxide] [RiboGreen-Component B Component A] [PicoGreen-Component A] [PicoGreen) [BP: 55oC/5mm; FP: 185oF; MP: 18.4oC] [LD50-O: 14 g/kg) [RTECS# PV6210000] [HR: H2F2] 21 67-68-5 L 100 Dimethyl Sulfoxide [DMSO] [Methyl CL3A,IR,SN 1.0000 Gins Gins Gins CLV Labs Sulfoxide] [RiboGreen-Component B [PicoGreen-Component A] [PicoGreen] [BP: 55oC/5mm; FP: 185oF; MP: 18.4oC] [LD50-O: 14 g/kg] [RTECS# PV6210000] [HR: H2F2] LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112IRobot Array/113; Robotics Area/113IMolecular Biology 1; 116IMolecular Biology 2; 118IHistology; 119IDemonstration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. -; -... ----. ~ ------------... -12-06-00 Page 3 Arcturus -2715 Loker Avenue West, Carlsbad CA: Hazardous Materials Inventory ::,i~f' 6~~ef; ,;/: ,', :\:~ilit~}-.f~n~~f '.~~~1~~!F?fi if ~,{<::.:.l:-::.}.-:;:}B~i,~~ti!~~s':('.~~{~J~~~,i~,~'.,9,~i~~'..-.~~j?~c}J,~w:~0~!~if ;~~e?~~bii/:W1,t~; ·t6i~ii'.I?t~P~~ir :f ~~l1>\½?~~~?6,'.f/:1;: }::X 22 67-68-5 L 100 DimethylSulfoxide[DMSO][Methyl CL3A,IR,SN 0.1000 Gins Gins Gins CLV Labs[RiboGreen- Sulfoxide] [RiboGreen-Component B Component BJ [PicoGreen-Component A] [PicoGreen) [BP: 55oC/5mm; FP: 185oF; MP: 18.4oC] [LD50-O: 14 g/kg) [RTECS# PV6210000] [HR: H2F2] 23 32488-43-0 L 100 Dimethylfof!Tlamide (N,N~) [FP: 136oF] CA, CL2, IR, OHH 1.0000 Gins Gins Gins CLV Labs [HR:H2F2] 24 27565-41-9 s 100 Dithiothreitol [Cleland's Reagent] [PTT) IR,OHH 1.0000 Lbs Lbs Lbs Labs [dl-DTT] [fhreo-1,4-Dimercapto-2,3- Butanediol] [DTT) [Luciferase Assay Substrate] [HR: H2) 25 60-00-4 s 1QO EDTA [Ethylenediaminetetraacetic Acid) IR 1.0000 Lbs Lbs Lbs Labs [E:DTA Free Acid) [ACS Reagent] [MP: 2500) [RTECS# AH4025000) [HR:H1] 26 60-00-4 s 100 EDTA [Ethylenediaminetetraacetic Acid] IR 1.0000 Lbs Lbs Lbs Labs [EDTA Free Acid) [ACS Reagent] [MP: 2500) [RTECS# AH4025000) [HR: H1] 27 548-26-5 s 100 Eosin Y [Acid Red 87) [2',4',5',7'-IR 1.0000 Lbs Lbs Lbs Labs Tetrabromofluorescein Disodium Salt) [Bromofluoresceic Acid] [HR: H2) 28 64-17-5 L >/=70 Ethanol [Ethyl Alcohol] [Reagent Alcohol) FL1B, IR,OHH 3.0000 Gins Gins Gins FLV Labs (Molasses Alcohol) [Aromatic Elixir) (ETOH] [Polyamide Rinse] [FP:55.6oF; BP: 78.32oC) [LEL: 3;3%; UEL: 19%] [HR:H3 F3] 29 64-17-5 L >/=70 Ethanol [Ethyl Alcohol] [Reagent Alcohol] FL 18, IR, OHH 0.1000 Gins Gins Gins FLV Labs (Molasses Alcohol] [Aromatic Elixir] [ETOH) [Polyamide Rinse] [FP:55.6oF; _BP: 78.32oC] [LEL: 3.3%;·UEL: 19%] [HR:H3 F3] 30 64-17-5 L >/=70 Ethanol [Ethyl Alcohol] [Reagent Alcohol) FL 1B, IR, OHH 1.0000 Gins Gins Gins FLV Labs [Molasses Alcohol) [Aromatic Elixir] (ETOH] [Polyamide Rinse] [FP:55.6oF; . BP: 78.32oC] [LEL: 3.3%; UEL: 19%) [HR: H3F3) LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLY-Combustible Liquid Vapor. FLY-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demon!?tration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. --.. -------------.. ------12-06-00 Page 4 Arcturus -2715 Loker Avenue West, Car,sbad CA: Hazardous Materials Inventory ':·it~·~:..-, C:~S_#;; :::, , :::,:, ;' ;:~~i~/ 9~6h,_~f~-,}~~~~rf~.(:~::t}t:?:< t{/\Z;/:,!~~~t~:¢,~~f ,: s:<.:~\9f;~~~-;;_:@i~(;~~f~i~~~-~t~0.~~: i:~;~~~f~f}"',~~!t$?'._£~~;\:i:Fi~~r,~~~:ft~M~~tl~f 31 1239-45-8 S 100 Ethidium Bromide [Homidium Bromide) IR, OHH 1.0000 Lbs Lbs Lbs Labs [MP: 2600) [RTECS# SF7950000] [HR: 32 24937-78-8 33 67-42-5 34 9001-32-5 35 50-00-0 36 374-07-2 37 374-07-2 38 9000-70-10 39 56-81-5 40 86687-05-0 41 593-84-0 s s s L CG CG s L L s H2] 100 Ethylene Vinyl Acetate [Elvax Resin) [HR: IR H2] 100 Ethylenebis(Oxyethylenenitrilo) IR, OHH tetraaceticAcid [EthyleneGlycol bis(2- Aminoethyl Ether)-N,N,N'N-Tetraacetic Acid] [EGTA] [HR: H1] 100 Fibrinogen [Cohn Blood Fractionsl[HR: OJ NH >/=80 Formaldehyde [Formalin] [Ward Safe Preservative] [BP: 100oC; FP: 130oF) [LEL: 7%; UEL: 60%] [LD50-0: 500 mg/kg; LD50-S: 270 mg/kg) [HR: H3 F2) CA, CL2, IR, OHH, TX, PSM, P65, RMP-T1, R~P-T3 100 Freon 1148 [1,1-OHH DichlorotetraOuoroethane] [Microduster] [MW: 170.92; 2,7 cf/lb) [LC50: >2,000 ppmi [Asphyxiant] [HR: H1] 100 Freon 1148 [1,1-OHH Dichlorotetrafluoroethane] [Microduster] [MW: 170.92; 2.2 cf/lb] [LC50: >2,000 ppm] [Asphyxiant] [HR: H1] 100 Gelatin (175 Bloom] [HR: OJ NH 100 Glycerin (Glycerol) (1,2,3-Propanetriol) CL3B, IR, OHH [Laemmuli Sample Buffer) [FP: 320oF; BP: 1820] [HR: H1 F1] 100 Glycerol Formal [Formal Glycerine] [FP: CL3A, IR 170oF] [RTECS# JH8390000] [HR: H2 F2] 100 Guanidine lsothiocyanate [Guanidine Thiocyanate] [MP: 120oC] [RTCS# XL 1225000) [HR: H2] JR 1.0000 Lbs Lbs Lbs labs 0.1000 Lbs Lbs Lbs Labs 0.1000 Lbs Lbs Lbs Labs 1.0000 Gins Gins Gins CLV Labs 15.0000 Cf Cf Cf Labs 5.0000 Cf Cf Cf Labs 0.2000 Lbs tbs Lbs Labs 0.1000 Gins Gins Gins Labs 1.0000 Gins Gins Gins CLV Labs 0.3000 Lbs Lbs Lbs Labs LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. --· ------·-' __ , ____ , __ --_,_ -·--12-06-00 Page 5 Arcturus -2715 Loker Avenue West, Carlsbad CA: Hazardous Materials Inventory _: '!t~~-· GA~{i~) .::·,.~~}( '.~9di7f ~~~~f1~t~:: ?>~¥~~::4,~.~~:.: i-? s·~,,~;:~~f /bNt{;_;~~f ~i~~;~: /~~it{.:9:~~~~~~i-::q~tj!i~/':ati~f :~t~Rf:\ ~~ti, '.~l~~~~t~-~&}?it~i~ 42 2000-000-131 L 43 517-28-2* L 44 7365-45-9 s 45 7365-45-9 s 46 51-45-6* L 47 7647-01-0 L 48 26207-38-3 L 49 144-48-9 s 50 123-51-3 L 51 151-41-7 s 100 Guanidine Thiocyanate & Mercaptoethanol Mixture (Guanidine Thiocyanate/593-84-0; Mercaptoethanol/60-24-2) [FP: 165oF; BP: 157oF] [LD50-0ral: 244 mg/kg; LD50- Skin: 150 mg/kg) [HR: H4 F2) CL3A, HT, IR 0.1000 Gins Gins Gins CLV Labs 80 Hematoxylin [C.I. 75290] [Natural Black 1] IR [RTECS MH7875000) [HR: H1] 100 HEPES [H2-Hydroxyethyl)-1-IR Piperazineethane Sulfonic Acid] [N-2- Hydroxyethylpiperazine-N'-2- EthanesulfonicAcid] [MP: 2340) [RTECS# TL6809000] [HR: H1] 100 HEPES (4-(2-Hydroxyethyl)-1-IR Piperazineethane Sulfonic Acid) [N-2- Hydroxyethylpiperazine-N'-2- EthanesulfonicAcid] [MP: 2340) [RTECS# TL6809000] [HR: H1] 80 Histamine [Histoclear] [FP: None] [HR: IR H1] -- >/=50-190 Hydrogen Chloride (Hydrochloric Acid) CR, PSM, RMP-T1 (Muriatic Acid] (50-100%) [HCI) [Acid) [pH: <1) [LD50-0: 900 mg/kg; LC50: 3,124 ppm] [HR: H3 COR] 100 lgepal [C0-210, C0-520, C0-720, CO-CL3B, IR 840, C0-890, C0-990) [Polyoxyethylkene(12) Nonylphenyl Ether] [FP: >230oF] [RTECS# MD0905000) [HR: H1 F1) 100 lodoacetamide [LD50-0ral: 74 mg/kg) CR, TX [HR:H3COR) 100 lsoamyl Alcohol [Methyl-1-Butanol (3-)) CL2, IR, SN [lsopentyl Alcohol) [lsoamyl Alcohol) [FP: 114oF; BP: 130oF) [HR: H2 F2] 100 Lauryl Sulfate [Monodecl Ester Sulfuric IR, OHH Acid) [HR: H2) 1.0000 Gins Gins Gins Labs 0.1000 Lbs Lbs Lbs Labs 1'.0000 Lbs Lbs Lbs Labs 0.3000 Gins Gins Gins Labs 1.0000 Gins Gins Gins Labs 0.1000 Gins Gins Gins Labs 0.1000 Lbs Lbs Lbs Labs 1.0000 Gins Gins Gins CLV Labs 0.2000 Lbs Lbs Lbs Labs LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLY-Combustible Liquid Vapor. FLY-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. -.. ! ·--,_ ,_ ... ·--------·--\-- 12-06-,00 Page 6 Arcturus -2715 Loker Avenue West, Carlsbad CA: Hazardous Materials Inventory :·;,1~:~··:~.~s~·:; .. ;1?·1~~!e:·t~i>~~r;:;::~~1eijp\(~?/:/:"~\/;t/:::\'::~i~f~f.~1~?f7I·'?-\i~i~~e-.i;~~j~.:,~·1~{0J~~ft1~~!it;µ~,~~9,~~~;f~~~it~:~·:c,~~;;;I~1l~l!·\N~.y§'.·:}~§,~~#~~t:.:.,::1:::::? 52 7786-30-3* L </=50 Magnesium Chloride [Aqueous Solution] IR 0.1000 Gins Gins Gins Labs [RTECS# QM2800000] [HR: Hi] 53 7791-18-6 s 54 60-24-2 L 55 67-56-1 L 56 67-56-1 L 57 67-56-1 L 58 67-56-1 L 59 78-78-4 L 60 64742-54-7 L 100 Magnesium Chloride Hexahydrate [LD50-IR O: 8100 mg/kg] [RTECS# OM2975000] [HR:H1] 100 Mercaptoethanol (2-) [2-CL3A, HT, IR Hydroxyethylmercaptan] [FP: 165oF; BP: 157oF] [LD50-0ral: 244 mg/kg; LD50- Skin: 150 mg/kg) [HR: H4 F2] >/=50 Methyl Alcohol [Methanol] [Wood Sealer] FL 1 B, IR [Pen Fix] [Reagent Alcohol] [Blue Blox] [FP: 52oF; BP: 64.7oC/148oF] (LEL: 6%; UEL: 36.5%] [Autoignition: 878oF] [Vapor Pressure: 100mm @21.2oC] [HR: H2 F3] >/=50 Methyl Alcohol [Methanol] [Wood Sealer] FL 1B, IR [Pen Fix] [Reagent Alcohol] [Blue Blox] [FP: 52oF; BP: 64.7oC/148oF] [LEL: 6%; UEL: 36.5%] [Autoignition: 878oF] [Vapor Pressure: 100mm@21.2oC) [HR: H2 F3] >/=50 Methyl Alcohol [Methanol] [Wood Sealer) FL 1 B, IR [Pen Fix] [Reagent Alcohol] [Blue Blox] [FP: 52oF; BP: 64.7bC/148oF] [LEL: 6%; UEL: 36.5°/o] [Autoignition: 878oF) [Vapor Pr~ssure: 100mm @21.2oC] [HR: H2 F3] >/=50 Methyl Alcohol [Methanol) [Wood Sealer) FL 1 B, JR (Pen Fix) (Reagent Alcohol] [Blue Blox) [FP: 52oF; BP: 64.7oC/148oF] [LEL: 6%; UEL: 36.5%] [Autoignition: 878oF] [Vapor Pressure: 100mm @ 21.2oC] [HR: H2 F3) 100 Methylbutane (2-} [lsopentane) [BP: 300; FL 1A, IR, RMP-T2 FP: -70oF) [RTECS# EK4430000) [HR: H2F4] 100 Mineral Oil [Mineral Petroleum Distillate) CL3B, IR [AMOCO AW Oil) [Mobil Almo) [MX-237 Oil) [Cutting Oil) [Turbo T Oil 32) [Cindol) [Vacuum Pump Oil] [Paraffinic Oil) (T ellus Oil 32] [Waylube Spindle Oil) [FP: 330- 475oF) [HR: H2 F1] 1.0000 Lbs Lbs Lbs Labs 0.2000 Gins Gins Gins CLV Labs 4.0000 Gins Gins Gins FLV Labs 4.0000 Gins Gins Gins FLV Labs 1.0000 Gins Gins Gins FLV Labs 1.0000 Gins Gins Gins FLV Labs 1.0000 Gins Gins Gins FLV Labs 1.0000 Gins Gins Gins Labs LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLY-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. -... ·-.. ,_ -----.. , -.. , .. , ... --- 12-06-00 Page7 Arcturus -2715 Loker Avenue West, Carlsbad CA: Hazardous Materials Inventory Item ; :cA~if i'.' ;. :_: ti~fjif if 6~1o/~'.t,~j(~_r1f-.:::i,~~::5: ;)}~{,;:'.1r )::'.}:},;~~z,w~~pii~~(~;i'}!~-t~f~~i-,' ~-~it~ij~~~/~1~ii!~r)~iij~-;.,:~~~~q-~J,~:/g~l~~{::€j~~\;~1'.~f~l:\~~vjii~:;!#iA~ii~~;E:.~: ,, 61 1936-15-8 s 100 Orange G Sodium [HR: H2] IR 1.0000 Lbs Lbs Lbs Labs 62 64742-43-4 s 100 Parafin Wax [mp: 65-80oC) [HR: 0) NH 1:0000 Lbs Lbs Lbs Labs 63 108-95-2* L 50-90 Phenol [50-90% in Solution] [BP: 180cc; CL3A, CR, OHH, 0.1000 Gins Gins Gins CLV Labs FP: 175oF) [LD50-O: 500-666 mg/kg; TX, RMP-T3 LD50-S: 769-1,338 mg/kg; LC50: 500- 732 mg/m3 [HR: H3 F2) 64 15593-04-9 I:. 100 Phenol Chloroform lsoamyl Alcohol [BP: CL3B,CR, TX 0.2000 Gins Gins Gins Labs 2290; FP: 240oF) [HR: H3 F1 CR) 65 N-18 R 100 Phosphorous-32 [Beta] [P-32) [HR: H4 CA, RADB, P65 10.0000 mCis mCis mCis Labs RAD] 66 N-255 R 100 Phosphorus-33 [Betaf[HR: H4 RAD) CA, RADB,P65 10.0000 mCis mCis mCis Labs 67 25014-31-7 s 100 Poly(a-Methylstyrene) [Beads] [HR: H1] IR Lbs L:bs Lbs Labs 68 9002-89-5 s 100 Poly(Vinyl Alcohol) iMowiol 40-88) FS 1.0000 Lbs Lbs Lbs Labs [Gelvatol) [Polyvinyl Alcohol Resin] [PVA] [HR:F2] 69 7447-40-7 s 100 Potassium Chloride [Potash) [Turf Supreme w/Bestcote 15,5-7; 20-0-20; 6- IR 1.5000 Lbs Lbs Lbs Labs 20-20) [Ultra King Greens Cote 18-4-10] [with </=2% Iron Oxide) [pH 9.2) [HR: H1] 70 1310-58-3 s >/=85 Potassium Hydroxide [Caustic Potash] CR, TX, WR2 1.0000 Lbs Lbs Lbs Labs (Caustic-Base) [LD50°Oral: 365 mg/kg] [KOH] [RTECS# TT2100000] [pH: 12) [HR: H3 R2 CORWR] 71 7758-11-4 s 100 Potassium Phosphate Dibasic [HR: 0) NH 1.0000 Lbs Lbs Lbs Labs 72 16788-57-1 s 100 Potassium Phosphate Dibasic Trihydrate NH 1.0000 Lbs Lbs Lbs Labs [Dipotassium Phosphate) [HR, OJ 73 7778-77-0 s 100 Potassium Phosphate Monobasic IR 1.0000 Lbs Lbs Lbs Labs [Potassium Dihydrogen Phosphate] [HR: H1) 74 7778-53-2 s 100 Potassium Phosphate Tribasic CR 1.0000 Lbs Lbs Lbs Labs pTripotassium Phosphate] [RTECS# TC8450000] [HR: H3 COR) LEV: Local or general/area exhaust ventilation required for Class I, II and.Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otheiwise noted. Not all materials are in use at the same time, with <10% in use at any time. - -··---· ---... -.. .. -_ ....... -· --- 12-06-00 Page 8 Arcturus -2715 Loker Avenue West, Carlsbad CA: Haz~rdous. Materials Inventory '·\ten\..".CAS#,. -. .;:1 ~~;-:gp~ft(.'~~!~~t(?f :.;:}\~:::/ < ·::;;· · .. _,::,;::}~~iiJf~!~~~'. : ___ .. : '1$iit~ef#J~~ij;,rp~ij1,~~~f ~~!~/~~~~~~ti;;:;;.:~PJ~~:,:~~~jf-ft~r~(:~e.~:··:}f~~pf,K6~~/~;:?:ii1 75 71-23-8 L 100 Propanol (1-) [Propyl Alcohol] [n-Propyl FL 1B, IR 0;3000 Gins Gins Gins FLV Labs Alcohol) [n-Propanol) [MP: -1270) [BP: 970; FP: 59oF] [RTECS# UH8225000J [HR:H2F3] 76 25535-16-4 .s 100 Propidium Iodide [HR: H2] IR,OHH 1.0000 Lbs Lbs Lbs Labs 77 39450-01-6* L 10 Proteinase K [Proteinase Potassium NH 0.1000 Gins Gins Gins Labs Solution] [HR: OJ 78 Mix-495 L 100 Rain-X [>10% Alkyl Polysiloxanes, <90% FL1B, IR, OHH 1.0000 Gins Gins Gins FLV Labs Ethyl Alcohol, <2% Ethyl Sulfate/540-82- 9; <5% lsoporpanoV67-63-0) [FP: 65oF; BP: 172oF) [HR: H3 F3] 79 00-01-339 L 100 Reagent Alcohol [Flex Alcohol) [50% FL1B,IR,OHH 2.0000 Gins Gins Gins FLV Labs lsopropyl AlcohoU67-63-0; 50% Methyl AlcohoU67-56-1] [HR: H3 F3) 80 000819-00-0 L 100 Release Agent [Mold Release Agent] NH 0.1000 Gins Gins Gins Labs [MS122 Dry Lubricant [HR: OJ 81 00-01-260 L 100 Residual Flammable/Combustible Liquids CA! CR,.FL 1B, 25.0000 Gins Gins Gins FLV Labs and Organic Solvents [HR: H2 F3 CORI OHH,SN 82 00-01-264 s 100 Residual FS, IR;OHH 25.0000 Lbs Lbs Lbs Labs Flammable/Combustible/Contaminated Solids [HR: H3 F2) 83 127-09-3 s 100 Sodium Acetate [Acetic Acid Sodium Salt) IR 1.0000 Lbs Lbs Lbs Labs [MP: 3240) [RTECS# AJ4300010] [HR: H2] 84 127-09-3 s 100 Sodium Acetate [Acetic Acid Sodium Salt] IR 1.0000 Lbs Lbs Lbs Labs [MP: 3240] [RTECS# AJ4300010] [HR: H2) 85 127-09-3* L 50 Sodium Acetate [Acetic Acid Sodium Salt] IR 0.1000 Gins Gins Gins Labs [RTECS# AJ4300010] [HR: H2) 86 26628-22-8 s 100 Sodium Azide [Nondetonatable) [LD50-HT, UR3, WR2, 0.1000 Lbs Lbs Lbs Labs Oral: 27 mg/kg; LD50-Skin: 20 mg/kg) RMP-T3 [HR: H4 R3 WR) LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. -· -.. -----.. -.. -.. .. --.. -·-12-06-00 Page 9 Arcturus -2715 Loker Avenue West, Carlsbad C:A: Hazardous Materials Inventory :: 1~e'.lli.-·,~~~-11: : _:::}. J~i~:~ ,~~:n,:~-o/~;;J~~i~1w::f} ,::~ .:;:)\? /:'.:-~i: :;g11~t~t~~~~5:-:·:::·::.~i6t~~fJ~!~t~~~l·i~!:~:/ti,0!~)~~~;~?&r-~pWftf½~:~,~s{t~~~~~f ·:~~y::?t/(?~il!?i?:tri 87 7647-14-5 s 100 Sodium Chloride [Salt) [Normal Saline] IR 1.0000 Lbs Lbs Lbs Labs [Isotonic Salt) [RTCS# VZ4725000] [HR: H1] 88 151-21-3 s 100 Sodium Dodecy,I Sulfate [Dodecyl Sulfate IR 1.0000 Lbs Lbs Lbs Labs Sodium Salt] Sodium [Laury! Sulfate] [SOS] [Sigma L6026) [RTECS# WT1050000] [HRi H1] 89 1310-73-2* L </=50 Sodium Hydroxide [Caustic Soda) [Base] CR 0.1000 Gins Gins Gins Labs [</=27% in Water) [C 3350A, . 3350B,3350C,3308B, Y, Z] [MACuDizer 9276] [MacDermid 19276] [Omnibond Plus 271] [DS-40) [PB484B] [Enprep 114E] [NALCO 2584] [LOSO-Oral @50%: 562 mg/kg) [pH: 12-14] [HR:H3 COR] 90 N-1~ R 100 Sulphur-35 [Beta] [HR: H4 RAD] CA, RADB, P65 10.0000 mCis mCis mCis Labs 91 16379-75-3 L 100 SYBR Gold/Green I [RNA & dsDNA Stain CL3A, IR, SN ·0.1000 Gins Gins Gins CLV Labs in'DMSO] [HR: H2 F2) 92 17827-25-7 L 100 SYBR Gold/Green I [RNA & dsDNA Stain CL3A, IR, SN 0.1000 Gins Gins Gins CLV Labs in DMSO] [HR: H2 F2) 93 QQ.01-382 s 100 TAE 50-X [f ris/77-86-1; Acetic Acld/64-CR,OHH 1.0000 Lbs Lbs Lbs Labs 19-7; EDTA/60-00-4l[HR: H3] 94 00-01-383 s 100 TBE 10-X[fris/77-86-1; BoricAcid/10043-IR 1.0000 Lbs Lbs Lbs Labs 35-3; EDTA/60·004] [HR:H2) 95 79-27-6 L 100 Tetrabromoethane (1, 1,2,2-) [Acetylene CR,OHH 1.0000 Gins Gins Gins Labs Tetrabromide] [MP: -1.1o; BP: 1190; FP: None] [RTECS# Kl82250000] [HR: H3 COR] 96 108-88-3 L 100 Toluene [Permount] [MP: -930; BP: 1100; FL1B, IR, OHH, 0.1000 Gins Gins Gins FLV Labs FP: 40oF) [RTECS# XS5250000) [HR: P65 H2F3] 97 9002-93-1 L 100 Triton X-100 [Octytphenoxypolyethanol) CL3B, IR 0.1000 Gins Gins Gins Labs [Octoxynol 40] [FP: >550oF] [pH: 6-8] [LDS0-0: 1,800 mg/kg] [HR: H2 F1] LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor. / Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. -... ... ... ---......... .. -·--.. ------12-06-00 Page 1 0 Arcturus -2715 LQker Avenue West, Carlsbad CA: Hazardous Materials Inventory It~~, .' .. ~f $t; ~:~~,_:;;: ~-~t~_~;_c,~~io//, ~-~,t~ai:,; __ _ ,_,-_.·::/':/:t'.;Jt_~~J{.cl';~_:':;Jt~t~~~·:J~r1~:':~~it~J~~~~!:;~~l!f':ci,~~~~i>:Ei.?/}~11~f·f:qab~l~"1~~~,;~~f~i:/-~?~~~.t1~_r: 98 1185-53-1 s 100 99 9005-64-5 L ·100 100 57-13-6 s 100 101 108-38-3 L 100 102 106-42-3 L 100 103 1330-20-7 L >/=80 Trizmc1 Hydrochlorid!l [Tris(Hydroxymethyi)Aminomethane Hydrochloride] [TRIS-HCL] [Tris Hydrochloride] [HR: H2] Tween 20 [Polyoxyethylene (20) Sorbltan Monolaurate] [FP: >2000!:] [HR: F1 H1] Urea [Urea Prill] [Carbainidic Acid) [MP: 133oC) [LD50-O: 14,300 mg/kg) [RTECS# YR6250000] [HR: H1) Xylene (m-} (1,3-Dimethylbenzene] [m- Dimethylbenzene) [BP: 1380; FP: 77oF) [RTECS# ZE2275000] [HR: H2 F3) Xylene (p-) (1,4-Dimethylbenzenel[p- Dimethylbenzene] [BP: 1380; FP: 77oF) [RTECS# ZE2625000) HR: HF3] Xylenes [Dimethylbenzene] [Xylor] [Xylol] [Methyl Toluene] [Violet3] [Aromatic Hydrocarbon] [MPA 1078X, 2Q0QX) [FP: >74oF; BP: >100oF; LEL: 1.1%; UEL: 7%] [HR: H3 F3] IR 1.0000 Lbs Lbs Lbs Labs CL3B, IR 0-1000 Gins Gins Gins Labs IR 1.0000 Lbs tbs Lbs Labs FL1C, IR 1.0000 Gins Gins Gin~ FLV Labs FL1C, IR 1.0000 Gins Gins Gins FLV Labs FL1C, IR, OHH 4.0000 Gins Gins Gins FLV Labs LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor. Labs: 110/Tissue Culture, 111/Sterilization; 112/Robot Array/113; Robotics Area/113/Molecular Biology 1; 116/Molecular Biology 2; 118/Histology; 119/Demonstration; 122/ Procedure; 124/PCR Setup Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time. I I I I I I I I I I I I I I .I I I I I- ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS HAZARDOUS MATERIALS INVENTORY AN~:LYS:rs: .. :-. " ·:. . ATTACHMENT 3 -1" DEFIN.iflONS FOR A88REVIATIO-~$ t· · _ -------, .-'y-"---~-_,,. ,_ ~,,..---,,_,.,,,_' 5 December 2000 Prepared by 'Y Eriksen-Rattan Associates Inc. 4719 Palm Avenue-La Mesa, California 91941 Telephone 619.466.6285 -FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com or Rattan@ixpres.com I I I I I I I I I I I I -1 I I I I I I DEFINITIONS FOR ABBREVIATIONS HAZARDOUS MATERIALS INVENTORY ANALYSIS A: Aerosols • AL 1 -Aerosol Level 1 • AL2 -Aerosol Level 2 • AL3 -Aerosol Level 3 C: Cryogenics CA: Carcine>gens CABS: Safety Cabinets • Approved/listed gas cabinets • Approved/listed flammable liquids storage cabinets • Approved/listed hazardous materials storage cabinets CD: Combustible Dusts CF: Combustible Fibers CG: Compressed Gases CL: Combustible Liquids • CL2 -Combustible Liquids II • CL3A -Combustible Liquids Ill-A • CL3B -Combustible Liquids 111-B CONC %: Concentration CP: Consumer Product -Not Regulat~d CR or COR: Corrosive CRY: Cryogenics • CRYF -Cryogenic Flammable • CRYO -Cryogenic Oxidizer EX: Explosive FG: Flammable Gas - Gaseous FGL: Flammable Gas - Liquefied FL: Flammable Liquid • FL 1A-Flammable Liquid I-A • FL 1 B -Flammable Liquid 1-B • FL 1 C -Flammable Liquid 1-C • Combination -IA + 1 B + 1 C FS: Flammable Solid G: Gas Haz Class: Hazard Classification HR: Hazard Ranking • F -Flammability • H-Health • R -Reactivity HT: Highly Toxics IR: Irritants L: Liquid LG: Liquefied Gas LOC: Location/Control Area Name: • Chemical Name • Material Name • Product Name NFP: No Fire Point NH: Non-hazardous OHH: Other Health Hazards OP -Organic Peroxides • UD -Unclassified Detonable • OP1 -Organic Peroxide I • OP2 -Organic Peroxide II • OP3 -Organic Peroxide. Ill • OP4 -Organic Peroxide IV • OPS -Organic Peroxide V OX: Oxidizer • OX.-Oxidizer Gas • OX1 -Oxidizer 1 • OX2 -Oxidizer 2 • OX3 -Oxidizer 3 • OX4 -Oxidizer 4 PY: Pyrophoric RAD: Radioactive • RADA -Alpha • RADS-Beta • RADG -Gamma S: Solid SN: Sensitizers State: Material/Physical State TX: Toxic UC: U~e-Closed System UO: Use-Open System -Units: • Cu-Curies • Cf -Cubic Feet • Gins -Gallons • Lbs -Pounds • MCc -Microcuries • MCi -Millicuries UR: Unstable Reactive • UR1 -Unstable Reactive 1 • UR2 -Unstable Reactive 2 • UR3 -Unstable Reactive 3 • UR4---Unstable Reactive 4 WR: Water Reactive • WR1 -Water Reactive 1 • WR2 -Water Reactive 2 • WR3 -Water Reactive 3 >15 psi: Pressure@>15 psig • CL Pressurized @ >15 psig • FG Pressurized @ >15 psig • FL pressurized@ >15 psig California & Federally Regulated Chemicals, Materials & Substances: • PSS: California Proposition 65 chemicals identified in California as Carcinogens or Reproductive/ Developmental Toxins [OHH] • PSM: OSHA Process Safety Management Acutely Hazardous Materials • RMP-T1: Federal Regulated Substances for Accidental Release Prevention • RMP-T2: Federal Regulated Flammable Substances for Accidental Release Prevention • RMP-T3: California Regulated Substances for Accidental Release Prevention NOTE: • Includes products/ mixtures/ materials containing regulated chemicals, materials & substances. • Includes materials, chemicals & substances identified through CAL- ARP in California. • Reporting/disclosure through CUPRA and/or Local/County/State Health or other agencies may be necessary -i.e.: Business Plan [BP], Risk Management Plan [RMP] or both. T Eriksen-Rattan Associates Inc. 4719 Palm Avenue -La Mesa, California 91941 Telephone 619.466.6285 FAX 619.622,6233 EMAIL MaryRattan@thecoderesource.com I I .I ·I I I I I I I I I I I I I I I I ARCTURUS: 2715 Loker Avenue West, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS ~ ' ...... : . HAZARDOUS MATERIALS INVENTOR~fA:NAL¥S1'$· /, .· · ... ·: , , ' •• , .:.. '. ' • • -_. , ., • , • , ' '' • , ' -' • • -! . ; ,' ATTACHMENT 4-ARCTURUS INVENTORY INFQRMATI.O.t(. ; : 5 December 2000 Prepared by T Eriksen-Rattan Associates Inc. 4719 Palm Avenue-La Mesa, California 91941 Telephone 619.466.6285 -FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com or Rattan@ixpres.com I ~ • QTY OF MOUNTAIN VIEW ~ s1a ENVIRONMENTALSAFEIYDIVISION I iooo VD.LA STRESr. MOUNTAIN vmw, CA 94041 • 415-903-63 l B111iAe1S Name ) , · ARCTURUS ENGINEERING, INC. I j 12.20 Terra Bella, MOUDtain View, CA 94043 I (COMPLBTB INYBNTORY) IHAZA.RI> a .. (4) Trade Name/Ciemical Name (5) I ASSORI'ED CORROSIVES lJQUIDS (ACIDS) TSE RUNNING Btn=fER (TEJ'RABROMOJSTHANE) REAOENI' .ALCOHOL ASSORI'ED PHOSPHATES (POT ASSlUM PHOSPHATES, MONO& DIBASIC ANHYDROUS TIUI'!ON-X 100 SODIUM OfLORIDB CTRICAOD ASSORI'ED POISONS (SODIUM AXIDB, IODOACSfAMIDB) SODIUM AC5TATE POI.YOXY.ETHYUiNS SORBITAN MONOLAURA.TE-TW&iN 20 GELATINE AORACOSB TRIZMAHCI. 1..Al1RYL SULFA 'ra ASSORI'ED CHLORIDES (P(ll'ASSlUM CHLORIDE, CALCIUM an.RJDB) FIBRINOOEN MICRORNA ISOLATIO (SODJUMACSI'ATE) MEDICAL WASTS JOEPAL CA-630 Sl'HYLENEiBIS(OXYBI'HYLENENITR.O)TBI'RAAC!mC AaD MAONESltlM CHLORIDE MERCAPrOETHANOL HM3-3 (Rev. 1/96) Wbite: Applic:ait 170"d 6£0£ Z96 059 l 1 1 l l 1 1 l l ENVIRONMENTAL CO:MPLIANCE PLAN HAZARDOUS MATERIALS INVENTORY STATEMENT Quantity & Physical Stale Oas Liquid Solid (Cu Ft) (Gal) (Lbe) (7) (S} (9) l 2 0.1 0.1. 0.1 0.1 3 0.1 0.2 0.1 (see back of sheet for iDSUUCtioD) Page of Pages <1>8 D (2) 1 Juuary 15. 1999 ! i ·3 .. 6 (10) BOT AMB AMB BOT AMB AMB BOT AMB AMB BOT AMB AMB BOT AMB AMB BOT AMB AME! BOT A.MB AMB BOT AMB AMB BOT AMB AMB BOT AMB AMB BOT AMB AMB BOT AMB AMB BOT AMB AMEi BOT AMEi AMB BOT AMB AMB .. I (3 (14) 0.01 BOT AMB AMB 0.1 0.1 0.1 0.2 0.2 0.1 BOT AMB AMB BOT AMB AMB BOT AMB AMB 0.l BOT AMB AMB 3 BOT AMB AMB 0.1 BOT AMB AMB BOT AMB AMB 10 PAIi. AMB AMB SO BOT AMB AMB 0.1 BCYI' AMB AMB BOT AMB AJl.iB BOT AMB AMB 03 BOT AMB AMB I ·t CITY·OFMOUNTAIN ViEW PNVJRONMliNTAL SAfE'IY DIVJSION 1~ . . 1000 VIlLA STREEI", MOUNTAIN vmw. CA 94041 • 415-~78 I Business Name (3) l ARcnJRU~ ENGJNFE.RINO, INC. I I Facility Street Number I 1220 Terra Bella. M01111taiD View, CA ~3 (COMPLB'l'B INVENTORY) IHAZARD a- C4) Tn.de Name/Cbernical Name (5) SOTA MICRODUSTER-TBI'RA.R.UOROBTHANB WASTEXY'LENS WASI'E MEJ'HA.NOL Bl'HANOL PROTEINASEPOTASSIUM SOLtmON MBJ'HANOL OILOROFORM ISOAMYL ALCOHOL Strut Name WASTE SYBR 001.D IN 'I'BE (OIMB'IHYLSULFOXIDE, TBE) PHE!NOL-OiLOROFORM ·HEMATOXYLIN EOSIN YEL.LOWISHSOU1I"ION IN SODIUM HYDROXIDE OUANIDINJUM IS<71'HI0CYANAT64': BEI'AMERCAPTHOI.BI'HANEOL OUANIDINJUM !SOTHIOCY'ANATE POTASSIUM HYDROXIDE ACBI'ONE MBIHANOL FOLYVI.NYLALCOHOI... smYLEl-l5 VINYLAC6l'A'l'E ~ Bl'HYLALCOHOL PROPYLALCOHOL I HM3-3 (Rev. 1/96) so·d WbiT.c: Appicaat -~ t] (6) 1 1 1 1 l l 1 1 1 1 l l· 1 1 1 1 2 2 2 2 2 2 ENVIRONMENI'AL COlvtPLIANCE PLAN HAZARDOUS MATERIALS INVENTORY STATEMENT <-bac:k of asbect for iastnac&ion) Par;e of Pages (1)8 CJ Date (2) ! January 15, 1999 ! .. e i ~ Quantity &: Pbyaic:al State =s i f j:r;l i ·! !. J ii llJ ~ Gas Liquid Solid 1;!; a Ii (CaFt) (Gal) (Lbs) cS ~ ~ m (8) (9) (10) (11) (12) (13) (14) l BOT AMB AMS 2 SPRY AMB >AMB 1 JUO A.MB AMB 2 212 1 .JUO AMB AMB 3 212 3 JUO AMB AMB 3 BOT AMB AMB 0.1 BOT AMS AMB 4 JUO AMB AMB 0.1 BOT AMB AMB 0,2 BOT .AMS AMB 0.1 214 1 BOT .AMS AMS 0.1 BOT AMB AMB 1 CBY AMB A.MB l ·CBY AMB AMB 0.3 BOT AMB AMB 0.1 BOT AMB AMS 0.1 BOT AMB AMB 0.3 BOT AMS AMB BOT AMB AMB 3 BOT AMB AMS 4 JUO AMB AMB 2 BOT AMB AMB BOT AMB AMB 1 BOT AMB AMB 1 BOT AMB A.MB 0;2 BOT AMB AMB 0.1 BOT AMB AMB 0.1 BOT AMB AMB 0.3 BOT AMB AMB Yellow: Are 0q>a111110! (over)-,, sn..A.n-:J.:::>..A.V dSZ: £0 oo-so-tnr- CITY OF MOUNTAIN VIEW I BmillessName > I AR.CI'URUS ENGINEERING, INC. I Facility Smet Number I 1220 Tena Bella. MOIUIWD View, CA 94043 Street Name I Tnde Name/Chemical. Name (5) HISTO-PRSP-MOLDµ«) RE!LEA.SING AOENET GLYCERIN 'l'OLUENE -ua:m:.&(0mBI RAAB MBJ'HANOL WASTEMBTHANOL -sxl lwi DYB & DICHLOROM5THANa BnlYL VINYLA-offffl"· WA8't.-li!B'P8fl 9¥61191CN1,,,0110MFl'HA>lii CM¥L WNH:rllee?'ATB MICRODUSJ'ER ~ TSI'RAFLUOROBTHANE I HM3-3 (Rev. 1196) go·d Wbite: AppliClllt . § l] (6) 2 2 2 2 l 2 2 2 l 2 2 3 ENVIRONMENTAL COMPLIANCE PLAN HAZARDOUS MATERIALS INVENTORY STATE.MENT (Ne back of 8hut for instnactioll) ~ty & Playaic:al State Gas Liqaid Solid (Ca .Pt} (Gal) (Lbs) (7) (8) (9) 0.2 0.1 0.1 O.J 0.1 5 0.5 3 7 ! ... .. c:I ·3 8 (10) BOT BOT B<1I' BC1I' BOT BOT BOT BOT BOT JUO JUO SPRY BOT e ! !. a ~ (11) AMB AMB AMB AMB AMS AMB AMB AMB AMB AMB AMB AMB AMB Yell ow: Fire Depa:uneat Page of Pages <nD D (2) I January 1s. 1999 tJ ~"Cl f "lil § ::, l "'-g lit (12) (13) AMB A.MB A.MB AMB AMB AMB AMB 2 211 A.MB AMB 2 212 A.MB AMB 1 211 >AMB AMB I ·1. I I I I I I I I I I I I I I I I I Chemical Acetic Acid (glacial} Acridin~ Orange Acetone Aerylease (91 % ethyl alec,hol, 1 % euffi •rte ackt) Alurnim ,rn Aa:11t10Rium Sulfate Eledesahylilrate Oelltllese Nib ate ·· .. ~-'· Cl 1101, 1iu111 potassium sulfate Dichl01 methane -. ... Oi111ett1yl Pl ,ti 1alate · EDTA Eosin Ethyl Alcohol Ethidium Bromide Ethylene/vinyl acetate Gu;;snidine thiocyanate Hematoxylin HistoPrep embedding media HistoPrep mold releasing agnet Hydrochloric acid lsopropanol · ~ . (pedl11GF8llileytelhe1 and PT'FE) .RC RetaiQinQ.MmpouRd ---- Magnesium chloride Hexahydrate 2-Mercaptoethanol Methyl alcohoVmethanol methyl ethyl ketone Bating corrosive possible mutagen flamable flaR1able eorrusive Flamable irritant/mutatgen possible carclnogen/ltoxlc irritant irritant irritant flamable possible mutagen/irritant lnftant/posslble carcinogen strong irritant irritant strong irritant flammable/irritant corrosive flammable/irritant irritant irritant irritant toxic/combustible flammable/toxic .. NP 809-:B't'E Phenol:Chloroform Phenol: poss. Mutagen combustible/mutagen/possible carcl apps lab combustible/very toxic Chloroform lsoamyl alcohol combustible/possible mutagen and carcinogen/very toxic combustible/flamable/irritant ~ Protelnase K Peel-a-way Embedding wax Poly(vinyl} alcohol Poly (alpha-methylstyrene o · ·um iodide Triton X-100 Trizma Hydrochloride LO.d possible mutagen irritant irritant irritant irritant possible mutagen/irritant flammable possible mutagen/irritant irritant irritant irritant .irritant flammable/toxic irritant irritant Locatjon appslab appslab apps lab/manufacturing/caps appslab caps apps caps don't mix with aluminum) caps apps lab appslab .appslab appslab caps apps lab don't mix with acid apps lab appslab appslab apps lab apps lab apps lab/caps lab caps caps appslab appslab appslab appslab appslab apps lab appslab I caps appslab appslab apps lab appslab appslab caps caps appslab ., I I I I I I I I I I I I I I I I I I ~!'_4!~1~ ""··· . _ _ . ~ating Agarose··· . ··--·· -... . .. -!irritant Agiir--. . . --· -. I !'!itan~. Acrytamicie --. ·-...... , toxic · Ammonium· Acetate ... ... . ·-·· ··-. ... 1· irritant . Ampicilfin ... ~--: . :·:~= .. -~ :· ~ . . irritant . -. Bovine Serum Albumin · irritant ---·· . --· - Br~~~P.~enol_!I~~-_____ . ···-· --·· . -·· ··--·-------· -·-··. ·1irrit_~']~---- ~BE~m~-~-(?.!!l~ro-~_-l_~~oly~:l?!t.~-D-G~!_a~opy~~osi~~-(a!<a '5:~~-'~ _ .. . . _ i~\~~_')t Chloroform , toxic EttiidiumBromide-· . . . . . . ---~-~--·,toxic . Glycerol irritant lsopentane. (2-M~thylbutane) . .. . -·~=-~·-· .· ~ ~-~-~:--~ . ·-__ ,· flammable T AE Buffer irritant ----·--· .. --·-·--..t.--..... . TBJ: Buffer ....... _ _ __ .. _,...-. --···· irritant Formaldehyde_ .. --·--. _______ . ____ ·-·-·-·-·· . _ ~~xic .... Oimethylformamide ·····--··. ___ .... ___ . ~<?Xic,_!!~i:,:ima?le Formamide ___ irritant ----· .. Dimethylsulfoxide ___ ----·· irritant Oithiothreitol -,-----irritant Soctium_Doctecyl_Sulfate_ .... ··-----· j~ ·· ·- ~!~fl~~~~~!e·-~~~:___ ~-~ -~---~~--------·· ~:-~~-tl;m~---~--... g~¾.,G ___ . -~~-~-~-. : --=· -. =::---~~_::f :::::r·:~. :~=:~~~v=~:o .. topes ··---~--··· .. . . . . .. ___ ···-_______ :~·---·-· :-~i~t!~::~~~~nual Usage Phosph9rus-33 ·-··· _____ .. . . ... ·.:·=-. .. :---'---····-~---~~---:ho ~!ll!~ri~~-· · =~------~:= ~ ... -----~-··_· -····· -____ .=i~~ill~~ -~~~~ likelr.1 _ _!!)~ use o~ ~-E:~.~ iso~~.e~~_!'JII -~ in ~e fonn ~f.!'ucleo~i~~ :.P.!~!.sors. for example: deoxyadenosine-p32-triphosphate so·d 6£0£ ~96 OS9 11-95-99 99:39 ID= FAX TO: NAME: FAX.: PHONE: NO. OF PACES: DATE; City of. Carlsbad Plumbing-Electrical .:. M ~ w~ / Pi,,jec.1.Address 9,715 ~~ Permit No. C-d 7'4Xb . Questions below nfer to work being done for this permit only. Plumbing • Number of new or relocated fixtures •. maps, or floor draim? • New building ~er line? • Number of roof drain&? i:X\.5~ / t-ll> ~ • . Jnstall/alter water line? · • Numberofwaterheaiers? -,.;.,._,·/,; ,.,. .. ·.· · .... , ; · · , ,,· '· • ,1 t I • ~ W t J ' • Numberofhosebiba? eX\'o11,~"' , ~ ~~ Yes Yes )s. 2S • Gas piping. system -. . Jasta.11 A Repair P91/91 3o No No '2. • Nll!Dber of new or relocaicd gas calCIS ~ W\e> ~A.$1 -\ ~l~ · + '2-IJ,c\ef ~ • . New water meter -~~, Mc.~ _-No. of · Size . . 67 ~'--~\~ Potable· Irrigation Eltttrical • Number of new panels or subpanels? .. -· • . ·Single Phase • Three Phase . • Three Phase -480 ' .. _. C, . . }I(. • Remodel (relocace existina outlets/switcb_eS or add .outlet.wswkchcs • Number of furnaces. A/C, or heat pumps? Si.e of N"° Savi~ l(,oCQA _J __ · Siic-__ . __ Number of amperes Number of amperes 2:Zlop\ . Number of amperes __ _ ·Yes· · No X • Number of fh'eplaces? -·¢ • Number of exhaust fans? 3 · • Number of exhaust hoods? ¢, • Numberofboilersoreompressors? \ ~,c..E.f, 8 ~ ~-l~L~berofHP? \'] Y&* • New or relocated duct work? A,\\ t-.lt,IJ.. 'DucT\c.{_°t'(.. Yes_. __ No __ BEFORE THE PERMIT CAN BE FEE'D OUT THIS FORM NEEDS TO BE RETURNBD TO THE BUILDING DEPARTMENT. FAX NUMBER (7Q))-602-:8558. ' -~ ~ ---~--;;:;~·-_.., CB004032 2715 LOKER AV WEST CBAD ARCTURUS APPLIED GENOMIC$ Tl 11,190 SF OFFICE & LAB Tl COMM BIEGENZAHN RANDY \ -- \ uf,l&J~ 1i ~;/ 6 l;, (_/Js~ '(, C l./ J._c<;_,,_j,5 . ;/ .J {f.Y,;J.{/ ':J ll L~c'91). c.c.½ ~~-+ ~ fG · ti -J :Jc4;)€06 n:RE cLhv . ll 1:0))/ ~/:J ~ Ovz V ,x-j !Jf1c ll~ !hr~~ . ~~ -. ' -----_, ~--------·----~ Ir -,, i / :2/ 7//'.-,,,-, F. --/ ;-1 1 . 17 € re ' . vv . //--(_, { t/':2 //17 aT J ' ' • I I I 'J. } fl] C10 ~-p:: o. F. C. µ_ f v-r-f) i a i'lre. l L )' A )Geo e~t C L r, \.._ ~1, (\ tl '¢ · (L\ -:S::.. Lvl co'"'<\-, ;_,_L /2 /lJ(,xr I 5JU'U} rf /u"'-s. JU· ~ -\C~ , .... ,,,"'' ,_ .. ,. -; ~ ~ ~" -..,, .. --__ ,, ----~· -,._ --------.. t:Y _,. .. / \ I I ~-. --BUILDING 1· : \( ,~ ( c..,, . PLANNIN~ ,,, ,.,., ~,,,~, ENGINEERING :iJ • , t tr , , • c , FIRE APPR/FORM . j a HEALTH DEPT :1 H~ MAT/ AIR QUAL j OTHER SEWER DISTR J _ BI.DG GRADING LETTER " FROM .. APPLICANT ! .....,......,......,..._'I'"""....,._.....,...., Pt.AN CORR ,; --~..,_., ___ ENG CORR __ ..,.._.., ___ SCHOOL FORM CFDFORM .,.,.~~....,..,.,,"ffi"!I~ PE & M WORIUIHEET · ___ __. ___ BlOO FESS COMPLEJ'E