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Home My WebLink About2101 FARADAY AVE; ; CB023002; Permitl' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-21-2002 Commercial/Industrial Permit Permit No: cso2soo2 Building Inspection Request Line {760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2101 FARADAY AV CBAD Tl Sub Type: Lot#: 2120700100 $147,690.00 Construction Type: Reference #: GEN-VAULT 4923 SF Tl ADD CLEAN RM AND VAULT COMM 0 NEW Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 10/03/2002 SB 11/19/2002 11/21/2002 ANDREW TARANGO BLACKMORE FARADAY PARTN_p)§f ll/2l/02 0002 Ol SUITE#200 12220 EL CAMINO REAL 92130 858-793-4 777 Total Fees: $1,287.77 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Inspector: ~ PO BOX 424 CGP RANCHO SANTA FE CA 92067 Total Payments To Date: $451.36 Balance Due: $694.40 $0.00 $451.36 $0.00 $0.00 $31.01 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES FINAL APPROVAL Date: ~&~> Clearance: $836.41 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 $60.00 $24.00 $0.00 $0.00 $0.00 $0.00 $1,287.77 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government.Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. 02 836-41 FOR OFFICE USE ONLY PLAN CHECK NO. C'i5oz_ ~ (!?,Oc EST. VAL. j l-{ 7 bo/0 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit __ '---',,:::----4_!:"_1_1 J_f,_ Validate.d By ~ l5. Date ff / 0 / J ( 6?_ 10/03/02 0002 01 O"j .... ;-:. ·=-l~·· -,~ • Total # of uni s' "'· ~ JL> Lot No. Subdivision Name/Number Unit No. Phase No. #of Stories # of Bathrooms 1,C-t~3 1.-- Name Address City State/Zip Telephone# Fax# t~ ... , __ )ijfp[i~ijr, ''U 'C9n~taptor: · "'.!IJ-AgentTot:c<in1taqtpr" : ~D0:0'~"er ,_ :)'iiJi;gent fq(Owri~;.:, Name 0 ,4. __ -· ~MlPI;,ftIY QW.Nt!i (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil· penalty of not more than five hundred dollars [$500]). ~~.:t=N?. Z3U> CIPf.t.6T~ c:r rl;<::,17'.L CA ?6r:J/G""f8'"-7~/'( Name . Address r2 City State/Zip I Telephone # State License # _3 ? / S" S / License Class &? f City Business License # _______ _ Designer Name I, Address P,,,Ju ,Ei. C'~ //VO /:Jib City~. O • ,:~ate~~;~;:sr QP.Mgi~l?JN · , , , · , ... , "' · , ··-.. , ,., State/Zip q>1_~_0' 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. ~I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company 5T. L~ ~ ~ Policy No.33 JJ Lf SO 2- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Expiration Date 1¢'/L'/P J 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 l),~d · ion tot cost of ompensation, damages as provided for in Section 3706 ofthe_L,bor code, interest and attorney's fees. SIGNATURE ~ ' ~ DATE /'t · Z(.02- /1.:.:. ,'J)W,N,EJHWlt ERP!;,C,I..AM1l0,11,I',," -,( ,, . , _ . . . . . -,,,., _ '''' ..... . I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 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. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address I 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 -----------icbfyJP~l;Tlf t1;11s $!;CTiQN FOR.J!/qN'-lliSIOENilA~ Bl!,l~DiNq;eei!,IVi1ts;:o.~,Ly :, : 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? D YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. f~:_":. q¢_NSTR!JCTiONJ.,i;'ij5iN~f'~qi:f,Jcv ': ' .• : ... _::~~-:--~-, .. '.:_·-_--~_-~, I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS ________________________ _ :s...-,, APiP.~JP .. -'\Nl\Certr•r1cAr19N. _~ -----~ ------------~----'<r' ... -----V I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the 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 permi rs equired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every p rmit I sued by the buildin Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such per it is t co ithi 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 wo k is of, 80 day ection 106.4.4 Uniform Building Code). r, j aJ DATE '1f~{)'2, YELLOW: Applicant PINK: Finance >-I City of Carlsbad Bldg Inspection Request For: 03/25/2003 Permit# CB023002 Inspector Assignment: TP Title: GEN-VAULT 4923 SF Tl ADD Description: CLEAN RM AND VAULT Sub Type: COMM --- Type: Tl Job Address: Suite: Location: 2101 FARADAY AV Lot APPLICANT ANDREW TARANGO 0 Phone: 7608012426 Inspector~ Owner: BLACKMORE FARADAY PARTNERS Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act AL E Comment Requested By: KURT Entered By: ROBIN Associated PCRs/CVs PCR99092 ISSUED LUCENT TECHNOLOGIES; ELECTRICAL REVISIONS lnsi;2ection Histo!Y Date Description Act lnsp Comments 03/03/2003 14 Frame/Steel/Bolting/Welding AP TP FURRED WALL VAULT FUT. OPENING 03/03/2003 14 Frame/Steel/Bolting/Welding co TP T-CEIL 03/03/2003 24 Rough/Topout WC TP 03/03/2003 34 Rough Electric WC TP 03/03/2003 44 Rough/Ducts/Dampers WC TP 02/25/2003 84 Rough Combo co TP T-CEIL 02/06/2003 14 Frame/Steel/Bolting/Welding AP TP 02/06/2003 34 Rough Electric AP TP LITES 02/06/2003 44 Rough/Ducts/Dampers AP TP DUCTS, HP 01/09/2003 17 Interior Lath/Drywall AP TP 01/07/2003 17 Interior Lath/Drywall AP TP INT VAULT RM. 107 01/03/2003 14 Frame/Steel/Bolting/Welding AP TP FURRED WALL@ VAULT 12/30/2002 14 Frame/Steel/Bolting/Welding AP TP WALLS RM 102, 103 12/30/2002 34 Rough Electric AP TP 12/30/2002 44 Rough/Ducts/Dampers WC TP 12/27/2002 14 Frame/Steel/Bolting/Welding PA RB RC CHANNEL INSIDE RM 105, SEE NOTICE ATTACHED ., City of Carlsbad Bldg Inspection Request For: 03/25/2003 Permit# CB023002 Inspector Assignment: TP 12/27/2002 24 Rough/Topout WC RB 12/27/2002 34 Rough Electric WC RB 12/27/2002 44 Rough/Ducts/Dampers we RB 12/24/2002 14 Frame/Steel/Bolting/Welding NR TP 12/24/2002 34 Rough Electric NR TP 12/24/2002 44 Rough/Ducts/Dampers NR TP 11/25/2002 11 Ftg/Foundation/Piers AP TP SPRD FTNS 11/25/2002 12 Steel/Bond Beam AP TP OllY of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lit~ Plan Check #: Date: 03/25/2003 Permit#: CB023002 Permit Type: Tl Project Name: GEN-VAULT 4923 SF Tl ADD Sub Type: COMM CLEAN RM AND VAULT Address: 2101 FARADAY AV Lot: 0 Contact Person: KURT Phone: 7608012426 Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... lnspecte'1/I, ! /J .# , Date By: £.,,..,:-/2__~ Inspected: Approved: ~sapproved: __ Inspected Date By: __________ Inspected: _____ Approved: ___ Disapproved: __ Inspected Date By: Inspected: _____ Approved: __ Disapproved: __ I I I ft II Ill II 11111II11111111 II I I II I I 11111 I I II II I I I I I I II I I I 111 II Ill II I 11111111 I I I II I I I 111 II I II Ill I II II I II I I I 11 I 111 I I I I I I I 11111 I I 11 I Ill I I II 111 I I I I I II 111 II 11111 Comments: ______________________________ _ ' ,, Technical Field Services, Inc. Special Inspection/ Materials Testing Final Report Date: 3/17 /03 To: Building Official, City of Carlsbad Inspeotion 'S~rvices, Planning and Development Review 1635 F~adayAvenue Carlsbaq, California 92008 Subject: Satisfactory Completion of Work Requiring Special Inspection Permit Number: CB02-3002 Plan File Number: Project Address: 2102 Faraday Avenue, Carlsbad, California The Special Inspection Services were provided by: Technical Field Services, Inc. 1944 Kellog A venue, Suite 103 Carlsbad, CA 92008 The Construction Materials Testing w~re performed by: None Coniments: This report is limited to the inspection of footing excavations for the interior vaults, and welding of roof beams, cross bracing and truss point load bracing in aceordance with the approved plans and details. I declare under penalty of perjury that, to the best of my knowledge, all work requiring special inspection and/or material sampling and t~sting for the structure/s constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by The City of Caqrlsbad. ' . Technical Field Services, Inc. Construction Quality Control I * ~~ Project Name: --. lh-.;//-TFS Project #: < II,--Date: fl /'21 I Day:/> (--:,-?,\ l ~---L 1'.I , • I_ Project Address: ·:2/11/ /:~ •• ---1 c1-:..• / Author: ,,..-, ~/" ,, ---· ,, { __ ,/,n,n{-::-.1..e . ../ City: (~, t~i:,1rl f Client: -----~ J.t (--.~)'Ii ir ~l Building Permit#: or;c,-z -·~D_, Contractor: I ' ~-, t I .--:; ' C,, I ___ ,.,._ ,l ,_/._ ·-:-1 -,. ,:::.-. __ ,r.,.;. ~-.... -tr,'"--":_,,_,, ),. Plan File#: Foreman: I/ I ,..:..--1 !f,-,... I " I Type of Inspection: ,,/ ;.,,/u;t1 Weather: Code: Report of work inspeo(~d I observed: -• t t ('"} ~;.!-1. r( -. I . l . (~~ fiJ~f~li -p Or,::-r:,, "-,,-,1 -..\.-en:~ rl'\ ~, t".:tCC "\.-t,::"',,,.,,,_ 1- ~1} r: ,-:..!-\ ~ '\l':, . ' \ E vcoo a , "'"'.., ·-• Y"'• ' _:,-:--\ (_ •""'' ....... f~i I'-\ :--("',.,,,: 'C -;:--~~ ...... +-cc\ __ D}J {\- . ' [/\i' l f C '~--~ "-"f''(,•' f K J:~;-\ .-, { 4 ! 4 l }t,__.. , '.,. .,, \' _},::,"'1 ·1 j'-yti.C' ·;-.;-:::'\-,{)JI ·' -~\-(-,·""{:-h' q . ...., '; \ ---___ ... \ (. I ~~A ~, l::·1 { ' c....._1it ' ti q ,,..I_.,~ t, -l ~~ ~ { () ;J l ' \"":'' \'\< (;"',.,;: t . ~_. f. .~ ti'-\ \I'!'-., ,., (·-. __ *\.,..\ (· \ \ .(J ;~\ ·]_ .-f ~ l '1 C I ... , 't~,-~, . "' ll _ L \1,t ?J ,-t t __ -\--,.~ ~-:-., ~:~t. ~ • { ' ... -:.-..-. i "· ·n ~-.-,~\"' M.--r~ r~ ··-:---'i t/\ r t <.,_ ( . \..--11_ ( \ r·i r t ---v (,.,!,.\_ 'f ,• ,r._ J-<' ._,,.. l ~ 4',~ n-r. l <: ' t:.,r-......... , <t"'::. ' ' \ -l n ,:, ... f ·C,'<• \ n~ -i \ t'. .-\ U/ .. : {(__ rc,•i:\ J .,, ~/ ~ L . .,.,. t1 :-J. L t I I 1(1 \ ~ (' f ,-" ,., '_ '1 " .. 1-l ""'i t~·t''i ,(~~!- i l .. • t ..,.~ ........ ~~, -L.~. ,,.J •. (,_ i~~ f~(' \'"'t r.. : l .~ .. -, '" ·, ~ c.~ . . .. I . 1 L:.,n. f t.l' H t , .• _ r_~ I. r• 1'r J._~~·_..,,,:::,•\-:_. -f -, ,,.# ~ • I' If { t ! j . ' f ,,_ 1 (,; ti 1 . {1 ... /,-. I l )-' \---/ ,;'-..-~, ,'4s ,,·, •. -\ ,., • r ,,·-! { ..... t ·~=-· ~ -... _ .. ( N -_ -. \ '(_, -t. ---, '"""""-. It ! -~ ,_ '1[\ r -l I [,. ,;, -, ,.--! -, p ... I --,-.;-t {j .-. I rl..r-'-c,. ; / .. -... } I i ···-"ti J • .-,,.,.., ' ~ -,k .., .. -J .. ,_, i -~:-· / __ -1 j,_.,-. -... ,t-{ .• ,. __ ' .:~ ·,-r/.-1' :. :, , \ J ! I_., . ! '/ ·1, • t ,--'· •"'. . -: ' ,,. f ---- L~~ER~ i~ ~ ~ ~'V' ~' ~ . -___ ,.,. ~ ~ 'e: . •' SI ~ ~p~6/28/05 i 1m Samples Taken:. Yes_, _·_ , No _;..,..--;,'/J, .ri:. d t~ /4;// Type: Size: ,..,.,,\ ~0FC1'~~ Quantity in Sample: •'-< I t Cl -l 'J~) ' City Cert.#, ... I Jobsite Representative: nspec or: .:J\\t? .,,·r\"\Ct ~,., ... J . ,. ,, ,, i ICBO# ?-IJS (! I ,.., -: r -~ Type· ( I · I / · ,. \ ' l.._~/ ,r: f~ ., __ ·-_fl //I , . ,., .,,,,.,,.,, ' : i,...,.-,,· 1:::1): ,~..--f'~. / X -.,,;r ~ .. -. .. ~·" '~-1 /J ,,,.,, 1.,M. 1/,:~1;,'-:2·;~ p,:::-:;::1_ . __ \ --v J\ \.. ~-------i \. \_~v·· ~'-,._._~ ... ~~~---------.-.,. ' , ' Inspector Siguature Hoµrs O.T.. , '<I, 1 ;,..,...,. l',.e11og , \. venue, ;,m e 1 v.i> • vans aa, \.,a. ::;t.t.VVO • \fOVJ 'f.)'t,.t.01 / . ' . Technical Field _Services, Inc .. m---::._;;·;-:· ,_,_...__ ', . ' Dafe:/,?-/1>D2l pay: \J4 t/. Project Name: C, <? V, / J-TFS Project #: . ' .,.,, . ' A. ,,., t/ Project Address.: ? J o / 1:-1:1 ,~.f'A A.:t ,,, .A 11f Author: . City: (~I' IS l 4 ,,J j ; t} p 11 /Jc.v/r ! Client: ·1 · Building Permit #: ( f? () 2 -s 0/J 2 Contractor: /,.100J 1 J< o/4i rf > Plan File#: Foreman: }/ ,. r, vy t Type of Inspection: W-e t vf; ,1-.; Weather: Code: Report of work ihspectetj / observed: --·, ' : .. '' . ' . I . --- WI:,/) t~l~ ,,/ t,uf_,,. rrn:>/ be~ 5 -~,. ' ---( V c D / v h't 1, ; I <Ji, s ' {} <? r · l,)( ..P.-.~ J.,.A ~I )41-~ 3 ' . '!>""fl c:::'t _..., /1£1),J.C-&,I 'd\1,};;, s" I I /!' ' r ., : " f ,. •. /J, -(J /2$ c-t" V 47{ ! .[; 1/<-f ~!-y p.e. {',{ r ·Wl,,-4'/: It--\,,-., o-1·-. -~ -,/f 11 l.-u r -.A JI. cofv~ ~ ~-'< ~ .. F ,14Alt! U)f 1 ~/'-7 ---£{(]05-6 . ·,{)Ji, I' ' o -r..:s.s 1,,.._/,.re ,: 1 ror _ i f ,. \ ,. '. -~~ .,, . " < ' { ' I . ,. ,.. > 11 ,. ·~ ' . ' :, ' ive /J ,\,. ,~ per-_/~; ti4'1 e )1 by rv 'J /4 l . <!f;?. ~tNi:J:.. · iv .c, ~l >2-/ ... f f. , I; f .. ~ . - --~ Sa_mples Taken: Yes __ No -Type: Size: · Quantity in Sample: Inspector: t>~ Jf tt-f+· City Ce~. # $ 7/?' . . . Jobsite Representative: . lilr. l .. ICBO#) 06107tf·f/f Type:ftt>c{/t!~ft_(;A .. r;x;~JJ!)~ -£7, ( I I .. -~ &>· ~ ' ' -: ', JJ.i(~~Sj@'riature Hours Q.T. , . '' ·---... __ Technical Field.Services, Inc. Construction Quality Control * ---~-.--.-----f --:;, - ~-~ ·.'< --( ·1 _ __.,,;.. . -, .. , Pr<:>ject Name:~eA [liv ft-TFS Project #: 'D t 'I ,,_,. l D · ,,. ) ~,,-:......~-. ,r a_e; . , --.-"t ·' • .. ay:) . , '\ ' %. _,. '/ • < f C • /I'/~ ' Project Add_ress: 2.[0 / , ,-t, . r > t ,i Author: _i""' c; ,,.,.,,, 1··t ("~ i.t -~·~ l' ~ l ,:.:.. ~ " rf;.,. [.~ tJ j I , l I , City: ( Client: C1 ,.,:½0 /,,;.r ,~. /.. J- Building Permit#: Cl;,{>?-~ -~11::, ~! t 'f' .. _ _,,;,I I,--,-Contractor: t;~ r::. :~.---i :,, · ~ J) l u ,,_. rt t":• ./ If' t__, I(..., 1"' .,. ' Plan File#: Foreman: r, Type of Inspection: tr. ef .,.,f l I•, l,tt.1 Inf,~~·-~ Weather: Code: , f Report of work inspected I observed: ,., ~ f.rle f J/r'I,.~,. nJ ( ... ( I~.:· ,t ,i.e I ",.I F,' l .... Ycrt.. ~ i~~ 'i , -, f I , >. J! ........ / 5A+ f ,, .... f 1· ;'' ; l c:~ )!" t":l /) y, c/le-r .,.,-..;r c.~ .•: '~~l:;i/~t'i ,J .. ~->-;t' ), r. I" ,7{ I' • .; < '..:,,.. ,.. . . ~· , {" l• --~ ·l --~ '''ll /if-.-~,':,.,,,' .... -' j_ ,..~~> /:, // .. ~·I· -:-. I I I ~; ',. t"'7:iE I, II : c:;f; J.l I,-: -,. . 1~~ ,. ... i: _, t . ', \ ... ,' ,-/-;j;" y~i t' ,·li J: ·;--: f.... t,,'1 S-.,_. f -' . -,·, ('. . ( ,. • I f.,J,,.1;1,'lo_ • < l . . . ' \.t•1)",(: _..,. ,'..,;': :, f . .. " r }' I, fi ... I ,,: I , ( -,:. L,.,l--1 if t' / I I' r·~ ;· ~~ r ft ':..._i ,t -,. I :((:;, .... N,J i,F l' -[4 , J .j. Mi .,,,.1. 1. , ,, A r ,, I .~ r .. "' .,, ~ f., I '/ r::fi l t . "' ~ #II' r;.-: . < '-t-t ..;; : .. ,, I p .. , ,lll" f;;.7-/" /;'.n .f·-~ t .... ..I' a;, ,Pr 0v' J tv (! /t:,F e-,<- / I // ' . Samples Taken: Yes __ No __ Type: Size: Quantity in Sample: _ lnspector:)t~~-\/t/5f c;,h1 ~_City Cert. # t? J) Jobsite Representative: ICBO #_~-/) /.. ) n 7l/',.{'(-Type: -/t) 1~t d3Y -X 7/4· .,,t 'f , '.l"/tiT . ~~,..___, tnsff~ttQc/$j(riature Hours. Q.T. ,,. I t •• 1:1'+'+ .t<..euog avenue, ~UI e 1u.; • cans >aa, ca. YL.UU/5 "ltovJ '+-''+,L.011 /-·~-- ,- Te~hnical Fielu-:se·rvi~es, .Inc. Construction Quality Control, _.'. r ,,. • •' ' -· --~-' ~ .. ,.. \Da'te; :--?7 /5'htlp)~~ /·t.<ry\(\ ·, Project Name: k I \\ TFS Project#: 5 tf2fJ:~ •• ,f •. ...,_... ~\'lf /' ~ J '\ wr ~-,· '"" :~.,....,,,,_:. ... ,I ~~ '"'. .. ,-, · Project Address: i10\ ·. Fo '!t'lcl-.l<°'.'l'.A.-i .. (:_ .?t Mvru":/f. Author: If /4 ;/• ~ City: . C~.r-J..-11'""t1:-1,o~A (J~ Client: ;..-, ·,. ·i ' _/' ~~--<~tl \ .. )tf.,...Jt -_ -- . Building Permit#: t'.Rt~~?C10-Z.. CoAtractor: ~~l d~\~ix~ ___.« ,~..--: ~ .;,,4'- Plan File#: t Foreman; fLv-,+~: I C TY;P~ of ·Inspection: , ~,c \~\.""-a, Weather: -- Code:· Report of work inspected / obe'§rved: f,t)f) '\,, .. \...:,\ ,..~ r l 2. •O v-J:'j It 'f i'J,('_..k_. ~1~ £ A.,,. -,f .. ·~ ,... ~ -" --I C. .. t.'<-\,.,,,:.-· t:h ~-t.a\ ' -4 . -,. . L1 Glt., i;l \\,~ ~ _ ~··· ,JJ " ,j ~....;,,It -~-.... "\ rz... """ 1;_ _ ::I lr,.-a .,:1. --~r"'"'>'t,!;J l -.I ,, ...... I1 l . ,. ·-· \ . ,t-Jll~iilA vJ \. ,. ,, f; .~ ~LA~ri -~ n t::i.-All. :0lC10~--) --..... , r~ .... ,Y ~-l t .,..,. . . ,..,. ,. t • . ----r:f>)" . -d h~...4 --I . l.. ----:,",--;r,.,...,'-; . t-;;, ;'". i --P.""J:l':. "? .. l,,, "l \ t-'.; NL "'"':N'\ ,.~ "' 1..A. •• . "":.6 ~ .. LJ ~ {' r-)_Af.t.-,'.)<.,~\ "1 Ii,· .. 1-J ':'1-::;tn~h f.•),-}!.. d<:h~ -::)_.,P-. ~ ~~.e"···""i.-4 ~-. -~-! ~. . . . { -- -\' ~ . ·_[{ .. i"'"./"\ 1'' "l\"?.b--':! ,-\ tl'•j' ~ . \ ....-..i..t ·j ,.,.,,l..,. \ .. ,-• ·. r,. . ' . ---~ ,1_ .... ,; .. -t'-,.,., ,, .. ~1:) 'I..'. . f 't -«_\ _,. a ,p .. .-\ < I .;; -,·l;,,J -.,:/',.\ _. ")(, .. 4,.: " , t ' .. ' .. . .. -. -~ ! ·. .. \ No4,_\ ..._ Samples Taken: Yes __ · Type: Siz.e: Quantity in Sample: \ lnspecto~,, . }Jl fL; / 1 . City Cert.~ Jobsite Representative: I . ,.,,;1"rt I JU/._ • '1 ! • i ICBO # 't:':l:Jlr/'l07 ¥-&<~ Type: LlrtL,ftef!J.w;;, \ _ • .., C ,_ ; .Jk I ,,.1,t-J· ) "'X <!'4 ;?)~~ t1tA r/ z.;;~ I t,. 1/',A . . "' ln?pector Sig'hature I. rlolirs .,._ , .O.T. : -' " 1~44 .r.:euog-venm;:, .;,u1_ e 1 vY • car1s au, \..,a. '.:IL.vvo -~ vovJ "+-'"+,L.o 1 'f ' (/ '-., EsGil Corporation In Partnership with Government for Building Safety DATE: 11/18/02 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3002 PROJECT ADDRESS: 2101 Faraday Ave. SET: II PROJECT NAME: Gen-Vault Clean Room & Vault TI D~ANT ~ D PLAN REVIEWER D FILE • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · D The applicant's copy of the check list has been sent to: • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: . Mail Telephone Fax In Person D REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 11/13/02 trnsmtl.dot {._ EsGil Corporation In Partnership with Government for Building Safety DATE: 10/15/02 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3002 PROJECT ADDRESS: 2101 Faraday Ave. SET:I PROJECT NAME: Gen-Vault Clean Room & Vault TI 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: Smith Consulting, Att'n: Andrew Tarango 12220 El Camino Real, Suite 200, San Diego, CA 92130 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: Andrew Tarango Telephone#: (858) 793-4777 Date contacted:'/ o/,s/c2(by: {A;c) Fax #: (858) 793-4787 Mail ---relephone D REMARKS: Fax,.......-In Person By: Chuck Mendenhall Esgil Corporation D GA D MB D EJ D PC Enclosures: 10/7/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 \ '-Ca.rlsbad 02-3002 10/15/02 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 02-3002 OCCUPANCY: Fl/ S1 TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: No Change SPRINKLERS?: yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/ 15/02 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Assembly and Storage Vault ACTUAL AREA: 4923 TI Onlt STORIES: No Change HEIGHT: OCCUPANT LOAD: 24 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/7/02 PLAN REVIEWER: Chuck Mendenhall This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 USC. The following items listed need clarific~tion, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 _Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 02-3002 10/15/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. · NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Plans 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. The location of the new air handlers shown on sheet S-1 of the structural does not agree with the location shown on sheet M2.1. 3. Provide the ICBO approval for the vault enclosure. I presume the vault walls and roof system is made of prefabricated components that are inspected in the plant and assembled in the field. 4. Include with the plans the structural design for the vault walls, roof, foundation and lateral bracing support system. 5. Include on the plans the connection of the vault ceiling steel beams to the columns. 6. Note on the mechanical plans that the work area exhaust hoods for the laboratory areas listed in the technical report are not a part of this permit. 7. Complete the attached special inspection program for the inspection of the field welding of the fire protection vault structural steel. Carlsbad 02-3002 10/15/02 To speed up the review process, note on this list (or a copy) where each correction item h·as been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Chuck Mendenhall at Esgil Corporation. Thank you. , , .... Carlsbad 02·-3002 10/15/02 City of Carlsbad 1 :;J·., t5 • • • t '! 1 -xa. ma, .. t4,,, BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 02-3002 Job Address or Legal Description 2101 Faraday Ave. Address 2 l 0\ F'~pA,.'{ Ave.. You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Sp_ecial Inspector is required. to p:i;ovide continuous inspection during the performance of the phases of construction indicated on the ·reverse -side of this sheet. · · · The Registered Special Inspector shall be app;roved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspictors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special lt1.spectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for·inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. · The Special Inspector is not authorized ·to .inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to. accept alternate materials, structural changes, or any requests for pla..11 chcmges. The Special Inspector is required to _sµbmit writt~p. rep9rts to t:tie City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will-not be ·given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the ite.ms indicated on the reverse sid~ of this sheet. · (over) J...L/ VtJ/ &,.UV&c .L'-• u-., J.'.D..A .J. r UV~t.H.11.J.1.UQ Nov-01-02 Ol:43P Carlsbad 02-3002 10/15/02 SPECIAL INSPECTION PROGRAM AooRess oR LEGAL, oescR1Pr10N: 21 o i E.AJ2AOA'1" A"e PLAN CHECK NUMBER: o:z. ioc:2'.2-OWNER'S NAME: 6Et-fY~l..I I, as the owner, or agent of the owner (contractors may lJQ! employ the special inspector), certify that I, or the architect/engineer of _record, will be responsible for employing the special fnsp~ctor(s}as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site Usted ab . UBC Section 106.3.5. "' Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required qy UBC Section 106.3.5 for the construction project located at the site listed above. Signed\ ~<~ -~ ~A~ J. liM.1,t.E. . . .6mrrt1 ~1..nf!G A~n~cr~ 1, List of work requmng special inspection: 8 Solis Compliance Prior to Foundation Inspection 0 Structural Concrete Over 2500 PS1 D Prestressed Concrete 0 Structural Masonry ~ Field Welding · 0 High Strength Bolting ~ Expansion/Epoxy Anchors D Spr.&ed..On Fireproofing · P.02 0 Designer Specified U Other _____ _ z. Name{s} of lni:ltvldual(s) or firm(s) responsible for the special inspections listed above: · A. MAP-4& i~CJ\QtJ.;> CMIKJ=. ,gc14JLJ;;t\ Gal':\-!??.»"I~ 2>3?} B. __________ ...,..__.__ ___ -:------------- C. ---------------------------------- 3. Duttes of the special inspectors for the work tlsted above: A. Q&eeeA..'/E. ~" Atea1G:2b1SJ> EaA-C'PtJFOBJ'1ANCf: WrTftJl:tE.. , Affl:Me. '2@.A.WfNGlf2 A,JO ~P:1 ¥A...,,ON~ · B. BliWl1zrl lbl:t2PE(:UPN ~ :JP:Ittg 2?4 .. m.A\'4(a t!>ff1t...1e1..-, E!tJaWIUi!&. (E.A.l!!;CD@-.t? &.JC) ~~Co..L:raA.C.JP&.. C. 'StJJt,'HT 8eJA'-1»iNE.t? YIO@.T~m:n~ WHE.T>4i& JHE. V:"*X'28',;,JlllJ~ '"*'41AlrrJ~cr.1 Wi\C? 11:t:t:rru:L MhT oe JHE;.. bJ$9;.Q"QP6 Ut.t~, ltJl'.o;~~c.e Wl"M 7HJ:.. APftJ.o-.Jet;, P\..AN40 ~r.,i06f'ELJACA1'tQ,.,!.~ · Carlsbad 02-3002 10/15/02 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3002 PREPARED BY: Chuck Mendenhall BUILDING ADDRESS: 2101 Faraday Ave. DATE: 10/15/02 BUILDING OCCUPANCY: Fl/S1 TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multipiier Mod. Tl 4293 City Est Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I • I Plan Check Fee by Ordinance I • I Type of Review: 0 Complete Review D Structural Only . D Repetitive Fee =8 Repeats Comments: D Other D Hourly I Hour * Esgil Plan Review Fee ($) 147,690 147,690 $694.401 $451.361 $388.861 Sheet 1 of 1 macvalue.doc PLANNINC/ENOINEERINO APPROVALS .RESIDENTIAL RESIDENTIAL ADDITION MINOR C < $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER Jd'J,~ C~ [m)v-, 's. t(.fl.Vf,± {Al&' cf,~~~ 1/5~. PLANNER~£ DATE /¢/.d.'Z- ENOINEE~_,.~ ·4S DocsJMisforms/Planning Engineering Approvals Carlsbad Fire Department 023002 1635 F'araday, Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: _1_01_22_1_20_0_2 _______ _ Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job #: 023002 ------- Job Name: Gen-Vault Bldg #: CB023002 ----------------"-=--- Job Address: 2101 Faraday Ave Ste. or Bldg. No. ------------------ IZI Approved LJ Approved Subject to LJ Incomplete / Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to-comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / 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 023002 2nd FD File# 3rd Other Agency ID PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 ' STRUCTURAL CALCULATIONS GenVault 2K2-320 PAGE 1-24 0 C(3 D ~3 Do 7-... II 1,,/·--lf' ..).<..._ ;,{ = ~ I? .F~/'7 PR i ME Job: i,ll?-·3v- STRUCTURAL ·oate'. 7~ cTJ; ENGINEERS Sht: __ . -, .. -· -· -------~---....... : .... - c,)t ~ ?-1: oDo,t2-0 ~hc:t ~?j -::: I '1. !'36 Cftl-1 s6 .t..t-s ftL-L( {Pt C t -;:/f I; J ,µ-5:°p { o' ,,,, /; (( >. . ~ ;).. - C6t_ C o._ (,cf .. ~ I )tt=. '>f,,.J, -L l (l5<·{,CI ~ (, 6.-? ~v J:. tJ.?-(t-G 'I o .. r..(.., ')( f B 'f. l '-0 t,.) :=:-?'-. ')_ L-: 0 7. cJ ft--2-i c.i1.Z tJ, ttf o,6 cf, K / ... -0 -T=- ?· 'ti () .rr '2[...~ c-.:t ?<-,) .... fl .. 2-1 ........ ---•••••• ••-'-••••-00 •••-·-·------·•••HOOO .. ••••-'"••••--J•••••"••••-·---~ • • • l---·-----••••• •:•• !------•-• ----· • o•••• • O O ·-••• ' ,, I ~. . ··-. ___ · ··---· "c~ -~~ ___ · ...... : .. :_,. _______ · __________ : ______ , ··-.· ... : .. -.'. ·-· __ · .· .. _.: ----..... : ____ \_ --~ ... ·· ___ ,. ·--~.:. __ · ._ ·_ ; 5 .. ' :---~ ---.. ---·-· .... -· ·-.. ----------· ---·--·----....... : ··--. ---.-.. --...... ., ________ .. ,.. . . . -. .. . .. "'"' ............ --"--.. ·--. ... ----------- ft.. L--··-r., -~}~ ; '1 - £_~-! .. ~!~ : ~.; _____ _. __ , .. ,... .... .. , .... -······ .. ··-·--··· ......... · .. ·---·. ~·· i ~ -LI~ to. l.-.-~; ,_ .. ' ·-.... -d& l p a.. ? 'I~ . -~r:' 1,-. IQ I ; :·~):~:-:-:-:-:-~ -· ;;; ~;-~~-~: :: _: _: -~ ::__ --: --. ---------------1~-·· --........... -· -·· ...... --···-............. ; ;# ~--· ... .. . . -rl;._ _. o, '32f.'f .. '?-~ .. :,-'?. .... _::::-_ .'J16 .. c? . (!J p) . 'f· ' Ir I tF . j: :···· .. r· ,. :i~ - ,{~~-, ... ":J,.t.:, .fE_:,_ __ ::~, ~ i• . f!: ·~-. :ti· :i~ J ~; !;J: i·'·· .:z,L_; __ -i)i! !.: ··-· 0 -.... -~--I .. .. . -·-. 'pf. ... 0f1-:; 'C"Uif.,. ><: . .l.t?·/7 .::: l,;;t0~i I. /.1fl. c_ . . . . ff ;o.r-2 . .f...6 ', PRIME Jqb: '2/!.Z~~u:- STRUCTURAL Date: q-o2 -E.NGi'NEERS s·ht: -·2-.... I. i<. ~. · · ·· · ·· : ; .. (o7C?ft S:-. i · .. · · · ti · · . f?tz -. =-/D/'f 'J !··?) ~~~ St.' ~ 1·.'.. ~·1.L ~ ,-,, t+--~ i' f: ~:_: .. I.' ~. jj;--- ;f:· ! ii--· ~---· -· ~~ J. ~-l ri-······ .... ·r ~--··--~f. · ... · ...... · flf .... · · (o,J: ·· · ... .. · i ;.j 7 / ... '-f-. -. .. . ... . . . . .. . .. - .. -·-----· --.... . ., -.... -.. - ~ .:--, .. . ;)c:? .. 1(-p~~f)-µ ,J µ~0.ro , f.'1 !1~1,0 v.=r-----.... ... ·-----·-..... .. ...... --·---------·· ....... --·--·-· ----·-·-··--· ·-······-.. ·' ... ' . --'·--· . ... .. . .. -. . ~. .. ' :. .. . ! .. ~;-., ~-. __ -_ . f ~--i~ d-<:: 5,~71; -~:-~£?"ti .. -::_ :_ _-: . r~·: -···· --# .•.•• -··-· __ ... _ .• --·--------------~-· ••••. -••. : •... __ ............. : _________ : ___ :. ____ : _____ _: _______ -------------~ if--...... ,• ... ,··-· . ..L_.C?•. 6tl6.7 · _ =··-gt?,.f.f~/ ....... <. ~~i.2~!:?Y:. ... i.:?:._l.~.~~1-/z.:~ ... :c .. c-; .. ~.~ · __ ,,... ' . ' ' V r. ' ' . ' ! ' ' ' : l ' : ·! • l : ! I I ' . ' I ' • ft:-)--~: .. :.--... :~·:··.· .. -~-~·.:·:·· .. ·~~-~~~-:~:~~~:~~···::-~-~~~~~··.~--·~~ ·.~~.~-~.-~.~~.~-~.:~. ~. ·-: -· .: .... -~~·~·-~~:.-.:·_~ .. ·. ~~~~--·:-~· ~?.~ .. ·-, ~I. I I I I I'. 4 I 1 'f I' I•!' I 1·1 I I.: I ~ . -~~ ------------·---·-· • -----·----· • .:. ------.. _! ---,. ___ . ····-----··-·· ---. .: ______ J --·----'·-___ :_ ---------·; --: •• --_______ : ___ • --• ___________ _._ __ ..... _.,_ ; -· -• ••••• --1.--· . J ----·--:---... -----. ---·------·---·----------~---'----'·-·--·. -----·---·--.J--·-'-· ..l---~----~----1 ___ • ____ _i ___ ·-_: __ -'--·-_i. __ • --: . i' ! L Ii . -· .'-~;-.. ! ! ~; . ; . ··:: -·~--·~-_'.'.:_ ___ ·-z--;--_ ........ ·-·----·--·-··--·-: -··--------~--.··--~-.. , ___ , ______ __,_ .~___;_----''----'-----l---'--~---' ;'.:~ -:---:-·-:··-:-·:-· -·--1}-· .. ~ ..... --·--'--·· ---'-·-·-·-~·· -·-" --'---·"7·---: -· ~---'---·--·---- rJ--( ... ~ •, ~-\:t if~· ~--·- ~. tfl.;· .. ,. ' ---. '. ,, > -· . . . . -- >'h-v-tf;!.L . ;f~rcf* -,. -•••• •·•-•• ••••••·-··-···-•••---------·-··•-·-·•• ., ____ .J •••• ••-• I .?ffv,;-{C--ffi-,{0~}{'"5' 5'~---.... .. _ . " __ -----·-·----, / PRIME Job: u:2.-J?.-{; STRUCTURAL Date: fr--tYV. EN.GlNEER~_Sht: _3_ ~fir . &;)!': --·-··--· ___ .,. ·-, ___ ,, __ ... , __ ,. ·--. _ .. ___ , __ -·---....... -. . .. ll?r . ~;- E ."'ll·. if{ '--~: ¼ il -=cl· 1 -- -::;,--·· -e.i:· ,,v Ji}, . r-· ~ -.. f. 1_:·: t-' ft1· --. i: l .I: fi1£).· K~ Wt~ ~ -·-· ~~-:i '- j _,_ l. ~- ' i'. t{. 1i ·I. ;-.,;i-·"· %,:. ~!-· ·t·! IT' r:-· if ~;-· ~-.::fil...J __ _ ~-·ji' . ~~--J! ~-~, il~i f1-, t3;1 ~-i--~ / ANCHORAGE -SHEAR ONLY. Vm0x. ~ .1os2.cr. G ibs. 0EA. 'BDLT :: l0 s2Cf,b 60,;: (1-e1.t .3/--z---l: {'t:-:·l~3) 2-_c ~33cf~' ' . ~ -\,__. V. - b:ifr. ( lb.s . ~ USE ¾" q> kW-1[ W/ 4-3/4'' EMBED. ( ALLOWI-\BL.e . ,_ . -. -,. . ' ir·. Ir: .. , · tt:'."{-. -: -. ' ---···-··---··--··-. -. ····-~ ... ; I r -.... ---·-.. -···--. ---. . . I I I l I I l . _,,_.,_.. .. ... ·-· ..... _._ .... ,, ____ ,,_,,_ --·-· ______ ,,_. ,_,.,._,, _______ -----· ·--------------'·---..... -···--...... --·· -.. -........ _., --· -----~---------------·-'·-··---·-· : _____ . ___ j_ .. L~~~-~~~-~:~---~: :_ .:. : : ~ ----~~~: -__ --·._-~-:~ .---::=:-~----~· --------_l __ -:= --------~-----·-"-.. • _: • I ' • • • • !¥--,;.;_ ---·-{ ~ -·-... .. .. . . .. 1.~-· ., ~. ~-·t -' . .i. l£'.) ~-------------------·---" -------· ----··-··.. . . PRIMEJob: 'Z(a,.-zw STRUCTURAL.Date: ci-~.2 . ·-~NOlN.fERS Sht: 4 ~--------·-----· 5t}-x#-~----b~. ()~ 1 ii~-n i-~~-~'-~------.----------s;,-~-;;~-: · ---;;;;,-;;:·:i~-----;x_;;J;;J~--~--~-~~:··: -·:··-· -~---. -~----· ·: ·----~~--~-... :--·_ ... ['1'' ,~----..... -·. ---~ ..... -···-·· -·-·-· -"---·-------. --. -........ -... -' -·t,;. 'f::--- i~ - i-~ -· 4" X ro.r7 c '2 { l{,?6 ~e, f fo, r7r.f ~ !It rf P X:... 0-'X,-=='-~ 7£ ~ (Ab'f""-67/ 111M ~ >( ~ V... g >b )<. / ot?:~:r { ~ o/ O / J, t.f If ~ c: tfa6· 7 _II ' ·--·--·-"• -·-··-· --· -.. . -·---·-·· ...... t· ------·· -------·-· ·---···-,$1(···· . t>_ 8~ Qo.:::: t.fff})j :J . '-fsr;L 7 .. . .. . If · ff-= . /Oo'Z..3--7 ' .. . ~&7'l (~ ·, . -. . -. 1r._~ f..7; . c:_. _[A.-7 \/.. ';t)dO _)c t?"/2 ____ c (½~ ('-5, / ~ .:~. . . . -· -·· . . ' . ', 1· ~ :: i--,. ·ii· .:::L.-. ~: ~ .;f, -· (,. i ;;; ~-.. ;;: ;,,,, !! .:?:::, __ •• f. ~ i .. !'. - 'iii /'"'''· '§l' • '1 '"'' j( J. ~ ~'-,,-.~ lf . L. iJi{. j· ,:\£,-.. ~ ""· '~ y-·· ~ ~·-,:, ,;;:--·-l t· ·1" _., I ' .. it- ~ ., . rr:17 ff -rt: f '711 1~}11 t ,~ Ill PRIME Job: ?:fc.2,/;1; STRUCTURAL Date:_~ ENGINEERS Sht: s L. I: i .. ~ ... ----·-·""'· _____ ., ______ ··--------·-·· --------·-·------·· --·-··-··-------··-----·-···---·Ai_ .. _____ . ·--· -. . -.... -- f: .. 1lif. .l . r· '.lff i -- 1=~ J (''. '1 ·_·_ . ;!.o·\...d-~ - .. ·-· ---... ' ' ' . --- ' . ··-··· ··-. --. ···-----·······--·· .. --... ---. ·-···-·--·-··--------·-_______ · _____ · .. -. - ' . . ~----.. --. . ... ·-. . -·· . . -. -. . . • !. • -•• • .... • --• • - I ~ • I ~ ' . . I f I • ~--· -·-.. -. ···•·· _,___ . -. . .. -. ~;. i --·---··--·· ·---······-·---. ···--. --·. ·-------------·-·· ---.. -· -· -------____ ; __ -··· --·· _,._ ,:.-_ 1·,f-_:-_:_•-:-_~ ~~--:-.::=-::~-:: =~-~--:.·.~_:7_--~ ---~-~---; __ --~---~-~~ _---~--.•... ~::~~~~~~:~-~-~--~ :~ --'Ji:' ·-·--·---·-----···· ------"--· -·····-------------·-·-·---·------·----. ___ --,. ___ _:, ____ ---- ( ' I ,, , GARDE BEAM Sc:HUTTLE GRADE BEAM ANALYSIS PROGRAH Footing LENGTH = i2.00 ft Footing WIDTH = 2,0(1 ft FMting DEPTH = 1.50 ft Cone Height Surd1arge 0,15 kd = 0,00 ksf Footing+ Surch, = 0,45 kif = POINT LOADS (k & ftl i 2 X 5.52 o. i2 1.24 5t52 2z83 3cb3 5:52 8.20 8,37 5.52 10.91 10.75 RESULTANTS (1::1 ft & ksfl CASE 1 2 Pt 27.47 27.47 X b,00 8.33 ~ max 1.14 2.50 Q rain 1.14 0.00 MAXIMUM FORCES Ck1 kftl CASE 1 2 V !]ii:( 4.36 5.63 Is max II 1.41 ,, ,;r J,1,..fJ N min -6.23 -5,93 ----?.------. (4.02) 09i18i02 2k2-320 20 .., 4-.,,,, f ' "3"'""'1;:,, 1(.5. A PRIMEJob: .:Zl(.2...;:;o STRUCTURAL Date: C1-o2 ENGINEERS Sht: _G_ ·.:,...- .;, 3:. ,, . BARDE BEAM SGHUTTLE BRADE BEAM DESIGN PROBRAN (4.02) DESIGN DATA f'c = 2.50 ksi b = 24.00 in fy = 60. 1)0 ksi h = 18. 00 in Load Factor = L iO d :: 14.00 in SHEAR DESIGN Vmax = 5.6 k Ve = 33,6 k Vn = 7.3 k Vs = o.o k Av = 0.24 si/ft S max= 7.00 in Ys = O, stirrups are optional 1 I 3 Stirrup @ 7.0" 1 I 4 Stirrup @ 7.0" FLEXUP.AL DESIGN Beta 1 = 0.85 As min= 1.12 si As max= 4.4':! si N+ ~ax= 3.3 kft M-min= -6.2 kft Mn+ = 4.1 kft As str = 0.06 si As = 0.08 si Bott.om Steei B,:ir No. Spa,: e li 4 0.4 / Hn-= -7.6 kft As str = 0.11 si As = (J,15si Top Steel No. Space 0.7 09/ iB/02 2k2-320 p RIME Job: :Z):'.2-2,.2.o STRUCTURAL Date: "l-02 ENGINEERS sht: _2__ \. - ~~~~~J--itt!;l~<¥.4~!'i~j>ll~!ii>F,®'~ci,l'i/;~}iii~~Y~i;;,."¥\.\ll/,;i.t;l'l,;,)r.l!t.l\~~~l,%.l\,'i?ii,~.,.-4,~'i.'\~i'J;l>~1>l,;i>',~>;J··,,,,;'li\\•;J!':•i••~\s<; l,•"'"''''-'t-1;1l!,,,.,:~r.1•,1,. ;1~f/'~!(¼1;f;,~,1W,1-W.JfWi>i~~~~:;;,,li!~f~· ii, ·~"ffiK</i¥~Jri;l,,1/ii~i\l}i•~)p ~-"'_··~=--~:: ." .,.;,: .. • -1. ,_;,-• .... .,..;s.>• :···' ~.,,1.1,~·1 ~,, ~o/i•'!l'~,,.!i'f ,i:r,-:,,C~".,'t,,,?•"•'••~''•"''; ,~v'~~'·',.-., •• ,.,,, >,,•. ,.""r,",'7• ,-r, '"•-~I" • '• • '• • ' • .·~•· ;,•'·•·f~,...,•:t<r<,_i·,·· fJ' ·~-:~".:·T,""'·~",;··•'J.•J 111 3,54 [90,0] 7 ---.---1= _ -.- 8,27 [210,0l I ,--- 20.39 [518.0] L __ _ 8.27 [210,0] ,.--- 129.25 [3283,0l ·•I<$.< 'l,"jf' J_ __ _ 8,27 [210.0] ,--- 20,39 [518,0] L __ _ 8,27 [210.0J _j -'----r--- 3,54 [90,0] j <'tr· i:L1j.,/ b,--· I s;;• fl ,___ r--· 1 ----' 1 I I 125.19 C3179.B] I 1- 1-3,94 [99,91 TYP, -1 i 7,87 C199,9l TYP, I I I • I 12.80 [325.0] I /I I JI I J/ 10-CP x 10-"1 x 2cr+ h 18,43 [468.0l Sl-lUTTLe;;; 12,80 [325.0J Toi,A.L WT.:: 44 f"!,(p I{;.. I 12,80 [325.0] 18.43 [468.0l 12,80 [325.0l FRONT DI" UNIT 111,50 TO FACE OF UNIT ACROSS -$-- ENLARGED DETAIL SCALE• 4 X 1 .827 [21 HMJ DIA. ANCHOR HOLE THRU (2) HOLES (8) PLACES (16) HOLES TOTAL . ..,.,;. :l1 " I ' ,, > ::.i:f·' __ _ J Tom Lamore ft' From: !t.: Sent: Don McClelland [dmcclelland@univtech.com] Monday, September.09, 2002 .11 :04 AM -~;- i ~ ~ ,,.. 11 .. , l l -t•'. f: Ir;: i: "" .?• "'' -i :r "C ]: ,{>~ .;\ E?-" -~. ;;:_:; it~. ~'-'; 47 ..... I ,:,~ ;'::- To: Tom Lamore (E-mail) Cc: John Sadler (E-mail) Subject: load distribution Tom, In response to your inquiry, following are the weights of each of the shuttles (storage modules): · Empty weight: · Product weight: 145,800 trays·x 2.1 ounces/tray= Total weight: 25,000 lbs 19,136 lbs 44,136 lbs The load is distributed about 886. 76 sq. in. if the floor is perfectly level. In this case the PSI on the concrete would be 50 PSI. To level the units 6" x 6" shims are placed in up to (8) locations. If the unit were to rest on all of the shims the load would be distributed about 288 sq. in. In this case .the PSI on the concrE?te would be 153 PSI. I have estimated the product weight from similar products that we have handled in the past. Genvault would need to confirm the actual product weight once it is determined. . Ji-~t i There are (2) shuttles per the initial system. The vault is sized to I' accommodate a total of (4) shuttles. The shuttle height is 20' 4". i Regards, f Don McClelland ,~ ,//1,: ,, ~ I l ~: I 1· I'\ ·~. ''• ., . -~ t· iif i!J; 'Rh I J.t ~. ir· £. ·tJ:. -" ;a .. 1-~. ·I· f ~: Ir 1 .; ,· Norv-OB--'02 05:42P 1 J I ) . GLB 3lta X 21 24F-V4 EXIST. 42"TT444 e S'·iZ>" O.C. EXIST. 4X~ LEDGE~ e LINE® 1 ~ ~ x w P.02 PRJMEJob: 2/a·32-0 STRUCTURAL Date:~ ENGINEERS Sht: _L. ~.;: .. ---7,/1\ f '"'-..,.,-' I ' _.,. .. .., I ~ ....... __ ~ ... ----- No1v-08-'02 05: 42P NEW AH HUt---lG ft<OM RooF P.03 A PRIMEJob: ,21:2~330 STRUCTURAL Date:~ ENGINEERS sht: _1__... C\{>:::: LO I COi.;.. 0,44 1 Jp t. I. 0 , \<p:: 3,0 .. · h?tc hi" ·. F P ., Cl-o) Ca.: ) (I. 0 ) ( 4) W f -:.-· o. ~8' 1 Wp -:2 ' 1 [ 0 w / < R ~ No u PLI FT .: P£." 0.!;21 Wp x S1 x 1.4 ~ 0. lbO p ~ p k.ASD . . 'Dt L'· WlLL &. G:OVE:t<NIN~ ....DAD CASE. No•v-08-'02 05: 42P CHECK E.XIST'Cr PURUN P, Pe. -1, w t ). ______ ..c:.:_ f 481.(>'' [XISTG C..)o:: 1 l p.,<'f ~ 8'' • (>.l 1.. :: I G psf .,, R'. ::. PA t I 1' 88 p(f /28 plf' P.04 A PRIMEJob: ~ STRUCTURAL Date:~ ENGtNEERS Sht _J£_ PA ~ P& ff<DM NEW AH UNIT ~ PANEL Pot NT P, FRoM EXlSiti; ME.CH UNT 2 l = 2DDO· X 3 ,<.. 3 :: 444 fbs SEE. CQ\,1PUTE.R Ol,ff PL{T : 2 I Ps-=-28-oo lbs Y 3 ,c.4 ::. 4'7 tbs Nov-OS.J.02 05:43P Existing purnn check -P3A ALLOWED M~mber ID AXIAL LOAD I T1 17254.8 I T2 11886.7 ' T3 20709.5 TOP T4 20709.5 CHORDS TS 22976.0 T6 21812.7 17 22753.2 T8 22372.7 T9 22667.1 T10 19771.2 T11 20712.7 T12 11886.7 T13 17254.8 B1 ! -10900.0 82 -18101.2 BOTTOM B3 -19941.1 CHORDS 84 -19538.0 85 -18528.6 B6 -10900.0 W1 -10828.1 W2 3310 W3 10200 W4 -10828.1 W5 3310 WEBS W6 10200 ' W7 -5414.1 1 W8 3310 W9 1730 W10 ~5414.1 W11 3310 W12 1580 W13 3310 W14 -5414.1 W15 10200 W16 3310 W17 -10828.1 W18 10200 W19 3310 'N20 -10828.1 NEWAXIALI LOAD 6048 I 6048 i \ 14344 ! 14344 19102 19102 20366 19892 19892 15774 15774 6543 6543 -10599 -17146 -20074 ! -20366 i -18514 -12081 ! -8102 I 1258 6097 -5017 ' 717 ! 3753 l -2620 680 1360 -408 212 657 693 -1845 3670 722 ' -4948 7419 I 819 l i -8765 i O.K. 0.K. 0.K. O.K. O.K O.K. O.K. O.K. O.K. 0.K. O.K. 0.K. O.K. O.K. O.K OVERSTRE SSED SEO OVERSTRES O.K. OVERSTRES SED O.K. O.K. O.K O.K. O.K. O.K. O.K O.K 0.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. P.05 A PRIMEJob: ~ STRUCTURAL Date:~ ENGINEERS Sht ..J.L_ + : COMPRESSION -:TENSION 1.01 %OVER} 1.04 % OVER Oi< BY INSPECTION 1.11 %OVER fu .x I -.2k/ft -.2k/fl -.2k/ft -.2k/ft I .4~ J ~ ':<ill In '{ ~ \ y n IV1Y li,M I -.01~1 1/~~1 "N2; Ni1 Loads: LC 2, W/ NEW AH Results for LC 2, WI NEW AH -.2k/ft IX IY Y 1/~ N:.'.U -.2k/ft -.2k/ft -.2k/fl -.2k/ft - yy IY Y VIX 10 )( X X X X X X I~ IX ~ L -~~~ ~ N19 Nll:! -.933k -.2klft -.2k/ft -.2. lfl -.2klft (~Srk x iY ,'i i\llV V\liY IX X X y 1/ / ~f ~ l ~I Nlf N16 NfoN23 I X 1, ~ ~ 14 ~ rn er., -0 :z:: 3d 9 c:; ;:o :;z::<">-rn --. :::si rrt §5 :::::,. ~~m (I) 0 (.... z Q < I 0 co 1- 0 I\) 0 0'1 .. ~ w "O ::, /J.) 0 ~I I~~ I~ ~ tJ I , (n ~ ~ (I Nov-OB ..... 02 05:43P ---· ---··-------.. --·----·--· P.07 PRli/l~ ','.·i. ~-i? S.,.R, ·c···"o. i f'l"'tc' IH>2 1 iJ 11.lnt\,. •. ,., ,.. __ _ ENGINEERS Sht: __!!_ Nov-OS-'-02 05:44P I 1 Prime Structural Engineers Wood Material Parameters Wood Set label TOP NOS Species Database I WOODSIZE 3X4 BOTTOM I WOODS!ZE 3X4 WEB1 i SOPINN02 2X4 WEB2 ' SOPlNN02 3X4 Joint Coordinates Fb Cksl) 1.8 2.1 1.5 1.5 Joint Label X Coordinate linl N1 0 N2 43.75 N3 87.5 N4 131.25 N5 175 N6 218.75 N7 258.625 NB 298.5 N9 339.125 N10 382.875 N11 426.625 N12 470.375 N13 514.125 N14 557.875 N15 514.125 N16 426.625 N17. 339.125 N18 298.5 N19 218.75 t--N20 131.25 ' N21 I N22 N23 Member Data Member Label I Joint T1 N1 T2 N2 T3 N3 T4 N4 T5 N5 T6 N6 T7 N7 TS NS T9 N9 T10 N10 T11 N11 T12 N12 T13 N13 B1 N21 82 N20 , 83 N19 I B4 N18 I 85 N17 \86 N16 W1 N1 VV2 N21 W3 N21 i 43.75 i 27 530.875 J Joint Rotate ldeareesl N2 90 N3 90 N4 90 N5 90 N6 90 N7 90 NS 90 N9 90 N10 90 N11 90 N12 90 N13 90 N14 ' 90 N20 90 N19 90 · N18 90 N17 90 N16 90 N15 90 N21 90 N2 90 N3 90 P.08 ~ PRl~EJob: 2~ ( · .. · ,:, ~rn11rru· OrL D"tf.'' ,11-0l .• ~~ t., ,f\Jrr,,'-. I it/\ r.i .. ~ • ......,--,• ··-,-,~/~ f.l£Gl"1EEr.:··· \+ /. · -.,-.:.~7t .;,~ I\ 1'1-) $ht: .. - P3A llc<ii\ lksl\ £1<,;j\ (ksi\ Cm Cr E mod Ratio l1QA5 Fl (klft"3\ Thenn Weight Poisson's Coef. Density Ft Fv Fe E 1.175 .095 I 1.75 1800 7 1 .3 .3 I .035 1.575 .07 : 1.875 1800 I 1 .3 .3 I .035 .825 .09 l 1.65 1600 I 1 .3 .3 1 .035 .825 .09 : 1.65 1600 ·1 1 .3 .3 I .035 Y Coordinate Joint Temperature tinl tF\ 39 0 39 0 39 0 39 0 39 0 --39 0 39 0 39 0 39 0 39 0 39 0 39 0 39 0 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. Shape / Material Phys End Releases End Offsets Inactive Section Set Memb I-End J-End I-End J-End Code Length Set TOM AVM AVM -fin) linl in TOPCliORD TOP y -· .. 43.75 TOPCHORO · TOP y 43.75 TOPCHORD' TOP y 43.75 ·-TOPCHORO TOP y 43.75 TOPCHORD ! TOP y 43.75 .. .. TOPCHORD 1 TOP y : ; 39.875 TOPCHORD TOP y : ; 39.875 -TOPCHORD TOP .y 40.625 TOPCHORD TOP y ' 43.75 -TOPCHORD TOP iY 43.75 TOPCHORD TOP ,y I .. 43.75 ! TOPCHORD -,-op y .. ' 43.75 ' TOPCHORD TOP y 43.75 -BOTCHORD BOTTOM y 87.5 BOTCHORD BOTTOM y : _87.5 __ , ..... BOTCHORD BOTTOM y 79,75 BOTCHORD BOTTOM y 40.625 ) -BOTCHORD BOTTOM y 87.5 BOTCHORD BOTTOM y~ 87.5, WEB2 WE82 y PIN PIN 58.609 WE81 . WEB1 Y1 PIN PIN 1 39 __ -WEB2 WEB2 y PIN PIN i 58.609 RlSA·2D Version 5.5a [C:\prime4\Risa2d\2K2-320.r2d] Page1 Nov-OS-'-02 05:44P Prime Structural Engineers Member Data (continued) P3A P.09 A PRIMEJob: ~ ~ STRUCTURAL Date: 1~1 . ~ ENGINEERS sht: ~ Shape/ Material PhysEnd Releases End Offsets Inactive Member label I Joint J Joint Rotate section Set MembEnd J-End I-End J-End Code Length idearees) Set TOM AVM AVM lln\ tin) tin) W4 N3 N20 i 90 WEB2 WEB2 Yi PIN PIN. 58.609 W5 N20 N4 90 ' WEB1 WEB1 y PIN PIN 39 W6 N20 NS 90 WEB2 WEB2 y PIN PIN 58.609 WI N5 N19 90 WEB1 WEB1 y PIN PIN 58.609 W8 N19 NS 90 WEB1 WEB1 y PlN PIN 39 I W9 N19. N7 90 WEB1 WEB1 y I PIN PIN 55.776 W10 N7 N18 90 WEB1 l WEB1 ; Y PIN PIN I ! 55.776 W11 N18 NS 90 WEB1 WEB1 1 Y PIN PIN \ 39 W12 NS N17 90 WEB1 WEB1 IY PIN PIN 56.315 W13 N17 N9 90 WEB1 WEB1 y PIN PIN 39 -W14 N17 N10 90 WEB1 WEB1 YI PIN PIN ~ W15 N10 N16 90 WEB2 WEB2 y PIN PIN ! 58.609 W16 N16 N11 90 WEB1 WEB1 y, PIN PIN I 39 W17 N16 N12 90 WEB2 WEB2 Yt PIN PIN 58.609 W18 N12 N15 90 I WEB2 WEB2 y PIN PIN 58.609 W19 N15 N13 90 WEB1 WEB1 y PIN PIN -39-/ W20 N15 N14 90 WEB2 WEB2 y PIN PIN .. 58.609 87 N22 N21 90 BOTCHORD BOTTOM y 16.75 88 N15 N23 90 BOTCHORO BOTTOM y 16.75 Basic Load Case Data BLCNo. Basic Load Case Category C Category D Gravity X Load Type Totals Descrmlion ode escriotion y Joint e91nt Direct Dist. 1 I TCDL DL Dead Load I I 13 2 . I TOLL RLL Roof Live Load I I 13 3 I BCOL DL Dead load I I 8 4 ' NEWAH DL Dead Load I 2 I 5 I EXIST. UNIT DL Dead Load I 1 I Member Direct Distributed Loads, Category: DL. BLC 1 : TC DL Member Label Direction Start Magnltuqe End Magnitude Start Location {k/ft F\ (k/ft.._F\ -· Cinor%l (!nor%\ T1 y -.072 -.072 0 .. 0 End Location T2 y -.072 -.072 0 0 T3 y -.072 -.072 0 0 T4 y -.072 -.072 0 0 T5 y -.072 i -.072 -0 0 T6 y •.072 i -.072 0 0 T7 y -.072 -.072 0 0 T8 y -.072 -.072 0 0 T9 y -.072 -.072 I 0 0 T10 y -.072 -.072 : 0 0 T11 y -.072 -.072 0 0 i T12 y -.072 -.072 0 0 I T13 y -.072 -.072 0 0 Member Direct Distributed Loads. Category: RLL. BLC 2 : TC LL Member Label Direction Start Magnitude End Magnitude Start Location End Location fk/ft -F\ {k/ft, f} fi,!lOf%\ (inor%l T1 I y -.128 -.128 0 0 T2 y •.128 -.128 0 0 T3 y -.128 -.128 0 0 T4 y -.128 -.128 0 0 T5 y •.128 -.128 0 0 TS y -.128 -.128 0 ! 0 T7 y -.128 -.128 0 0 TS y -.128 -.128 0 0 T9 y -.128 -.128 0 0 T10 y -.128 -.128 0 0 RJSA-2D version 5.5a [C:\pr1me4\R1sa2d\2K2-320.r2dJ Page2 i Ndv-oa~o2 05:45P Prim• Stl'Uctural Engineers P3A Member Q.Irect Distributed Loads. Category: RLL. BLC 2 (contlnuecD Member Label Direction Start Magnltude End Magnitude Start Location (k/ft Fl Ck/ft Fl Cinor%l T11 I y -.128 -.128 0 T12 I y -.128 -.128 0 T13 I y -.128 -.128 0 Member Direct Distributed Loads. Category: DL. BLC 3 : BC DL Member Label Direction Start Magnitude End Magnitude Start Location (k/fl Fl {kfft_ F) (lnor%l 81 y -.016 -.016 0 B2 y -.016 -.0.16 0 B3 y -.016 -.016 0 84 y ·.016 -.016 0 B5 y· -.016 -.016 0 B6 y -.016 -.016 0 87 y -.016 -.016 0 B8 y -.016 -.016 0 Joint Loads/Enforced Displacements, Category: DL. BLC 4: NE,W AH Joint Label N12 N10 [LJoad,[MJass,or, is lacement L L Direction Magnitude k k-ft in rad k"s'\2/ln y -.933 y -.467 Joint Loads/Entorced Displacements, Category: DL. BLC 5: EXIST. UNIT Joint Label [L]oad,[M]ass,or, Direction Magnitude [Dlisplacement (k, k-ft, ln, rad, k·s"2lin) N2 L Y l -.444 I - Load Combinations Num Descriotion Env WS PD SRSS CD BLC Factor BLC Factor BLC -, 1 ! DL+LL I ! I l 11,25 1 1 2 I 1 3 I I 2 I W/NEWAH ! I ! I !1.25 1 1 2 I 1 3 5 1 : Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k't (k) (k-ft) 2 I T1 1 6.048 .296 0 i 2 6.048 -.434 .251 2 T2 1 6.048 .38 .251 2 6.048 -.349 .195 2 T3 1 14.344 .369 .195 ' 2 ' 14.344 -.36 ·.177 2 T4 1 14.344 .357 .177 2 14.344 -.372 .206 2 T5 1 19.102 .382 .206 2 19.102 -.348 .144 2 T6 1 19.102 .333 .144 ; 2 19.102 -.332 .143 2 ' T7 1 20.386 .333 .143 2 20.366 -.331 .139 2 TS 1 19.892 .335 .139 2 19.892 -.342 .15 2 T9 1 ' 19.892 .352 .15 2 19.892 •.377 .197 2 T10 1 15.774 .37 .197 2 15.774 -.359 .177 i 2 T11 1 15.774 ' .363 .177 i ' 2 15.774 I -.366 .184 RISA-20 Version 5.5a [C:\prime4\Risa2d\2K2-320.r2dJ P.10 PRIME Job:~ STRUCTURAL Date:..!.!:!!_ , ENGINEERS Sht: _L!_ End LocaUon tin or%\ 0 0 0 End Location (In or%\ I 0 0 0 0 0 0 0 0 Factor BLC ·Factor 1 l 1 4 1 Page3 Nov-oa.1.02 05:45P Prim• Structural Engineers P3A Member Section Forces, By Combination. (continued) LC Member Label Section Axial Shear Moment lk1 {k) lk-fll 2 T12 1 I 6.543 .345 .184 2 . 6.543 -.384 .256 2 T13 1 6.543 .435 ! .256 2 6.543 -.294 0 2 81 1 -10.599 .054 .016 2 -10.599 -.062 .045 2 82 1 -17.146 .062 .045 2 -17.146 ... -.055 .018 I 2 B3 1 -20.074 .058 .018 2 -20.074 -.048 -.014 2 B4 1 -20.366 .025 -.014 2 -20.366 -.029 -.009 2 B5 1 -18.514 .051 -.009 2 -18.514 •.066 .045 2 86 1 -12.081 .062 .045 2 -12.081 -.054 .016 2 W1 I 1 -8.102 0 0 l 2 -8.102 0 0 2 W2 i 1 1.258 0 I 0 2 1.258 0 0 2 W3 1 6.097 0 0 I 2 6.097 0 0 2 W4 1 -5.017 0 0 2 -5.017 0 0 2 W5 1 .717 0 0 2 .717 0 0 2 W6 1 3.753 0 0 2 3.753 0 0 2 WI 1 •2.62 0 0 2 -2.62 0 0 2 W8 1 .68 0 0 2 .68 0 0 2 W9 1 1.36 0 0 2 1.36 0 0 2 W10 1 -.408 0 0 2 -.408 0 0 2 W11 1 .212 0 0 2 .212 0 0 2 W12 1 ! .657 0 0 2 .657 0 0 2 W13 1 .693 ! 0 0 2 .693 0 0 2 W14 1 -1.845 0 0 2 -1.845 0 0 ' 2 W15 1 3.67 0 0 2 3.67 0 0 : 2 W16 1 .722 0 0 ·- ' 2 .722 0 0 2 W17 1 -4.948 0 0 2 -4.948 0 0 2 W18 1 7.419 0 0 2 7.419 0 0 2 W19 1 ! .819 0 0 2 I .819 0 0 2 W20 1 -8.765 0 0 2 ~B.765 0 0 2 B7 1 0 i 0 0 2 0 l -.022 .016 2 B8 I 1 0 .022 --c----'Q!§__ __ 2 0 0 . 0 RISA-2O Version 5,5a [C:\prime4\Risa2d~K2-320.r2d] : I i ' P.11 PRIMEJob: ~10~3~ STRUCTURAL oate:J:!:._ ENGINEERS Sht _!1_ · Page4 Nov-QS-l-02 05:46P WEB MEMBER C.HEC K FOR ~NSION M£M8ER P.12 A PRIMEJob: ~ STRUCTURAL Date:~ ENGINEERS Sht: .JL.. c· . . D ALLOWABLE TENSION of 2.')( 4--:-; 82 5 ,,: u; ,,, 3.5 :: 43-31. 2S )( f.2S ,:,, ¾14. f 2~ 2 :i< 4 ~ 8'2t, :><' !. ;. ,,c 3.S ,,-z ~ ~66=2 s Xl21i ~(08:2 8. I FDR C:OMPRE.SS f ON MEMBER ~:: ?S. 6c:fl" l2 ;s.'T1 f." = 4.88 I ~ 2,c4 l ~ .58, 604 :: 2.44-' R>R 2-2X.4 :2.X 12. 4-.G5' 12 SEE COMPUTER OUTPL-{T fOR !,\JOOD POST DE:~IG-N ~ CONPfATB< OUTPUT FDR souTtt6RN ?tNG. •2) ( Fe• 16~0 p;i < Fe.= (f;5"0 psr E :: l 600 i''S>i [; -:, tGoo ~r Nov-QS..!.02 05:46P P.13 A PRIMEJob: ~ STRUCTURAL Date:~ ENGINEERS Sht: .!i._ ALLOWABLE WOOD POST DESISN LDf = 1.25 c1= 0.80 Ke = 1,00 Kee= 0,30 L = 4.88 ft. (Unsupported Height} fce=KcetE'/(le/dJAZ fc 1 :-f"c"*(1+ (Fee/Fe•) /2c 1-@sqr t (!1+ (f rn/f c ~) /2<.' )"2-F ce/Fc 'le 1)) ~----~----------------------------:---------:--------:--------:-------·t-~------~-------- NEl1BER :---------------------------·~--*-; Nolllinal Actual : Area! IAltOWABl lt'.ONCENTR Size Size : in"2 l Fm Fe" Fe' I LOAD b h ~ E(KSI) le/d l (ksil l (ksi) : (tsi) : {kips) :-----------1--------·-----:------:---------:--------:-·------!--------:--------i-------- : 2 i: 4 t2 ' 1.50 -~i~O I 5.25: 1600.00 I 39.04 ! 0.31 I 1.f.3: 0.30 l 1,SP. ' I l 2 x 4 121 I l.50 3.50 l 5.25 I 1600,00 I 16,73: 1. 7t : 1,63 : 1.15 l 6.(1~ l 2 X f, #2 I 1.50 5,50 l 8.25 l 1600,00 l 39,04 : 0.31 I 1.L3 l 0.30 I 2.49 I ' I 2 X 6 f2t l 1.50 5.50: 8.25 l 1600.00 l 10,65 I 4.23: 1.63 l 1.47 l 12.12 i---------~-1--------------·:------:-----M---{--------!------~-:------~-:----~---:-------- I 2 X 4 lU l 1.50 3,50 I 5.25 l 1700,00 ! 39.04 : 0.33 l 1.81 l 0,32 I 1.f.B : 2 X 4 tlf : 1.50 3.50 : 5.25 I 1700.00 I 16.73 : !.82 : 1.Bl : 1.26 : 6.59 : 2 X 6 #1 : 1,50 5,50 l 8,25 l 1700,00 ; 39.04 I 0.33 1 1.81 ] 0.32 l 2.65 : 2 r 6 #1* I t.50 5.50 l 8,25 l 1700,0C: l 10.65 l 4.SrJ I l,81 l 1.63 l 13.43 !--.... --------:-... --... ---------~ ____ ,.._' -___ .__ ........ : __ .. _..., ____ ~ ......... ____ .., :--------: ------.. -:-------- l 3 X 4 #2 ; 2,5() 3.50 : 8.75 l Hi00.00 : 23.42 : 0.87 I ; 3 X 4 12t: 1.50 3.50; 8,75: 16~0.00: 16,73 l 1,71 l l 3 X 4 11 : 2.50 3.50 : 8.75: 1700.00: 23,42 l -0.93: : 3 X 4 Jlt: 2.50 3,50 l 8,75 l 1700.00 l 16.73 4 1.82 J l 3 X G 12• 1 2.50 5.50 113,75: 1600,00: 10.65: 4,23: Ul1 : 1.81 : 1.81 i !.81 : i.81 : 1. 15 : 10.0!l L 15 : 10.08 1.47 i 12.85 1, 15 l HI.OB 1.54 l 21.22 i-------~-~-:------~-------~---~--~------·--:--------J----~---:--------:--------:----~---1.15. l 14.12 1.15 : 22.19 1.47 l 28.28 !. 15 : 2'3.24 1.54 : 39.16 I 4 X 4 12 : 3,50 3,50 112.25 i 1600.00 l 16.73 l 1,71 l I 4 X 6 ,2 : 3,50 5.50 l19,25 I 1600,00 l 16,73 l 1.71 l : 4 X 6 12* I 3.50 5,50 119.25 l 1600.00 l 10.65 l 4.23 l l 4 X 8 i2 l 3.50 7.25 )25.38 : 1600.00 l 16.73 l 1.71 : 1.63 l l.63 l 1,63 : 1.63 ; 1.63 l : 4 X 8 12• l 3.50 7.25 l25.38 l 1600.00: 8.08 I 7.36 I j--~--------:-----~~-------f------:---------:~-------f--------:~-~-----!--------:-------- l 4 X 4 11 : 3.50 3.50 :12,25 : 1700.00 l 16.73 I 1.82 l 1.81 : 1.26 : 15,38 : 4 X 6 it : 3.50 5.50 119.25: 1700.00 l 16.73: 1.82: i.81: 1.26: 24,17 l 4 X 6 t1* l 3,50 5.50 :19,25 l 1700.00 l 10,65 l 4.~0 { 1.81 l 1.63 ! 31.34 l 4 X 8 ill l 3,50 7,25 :25.38 t 1700,QO : 16.73 : 1,82 l 1.81 : 1.26 : 31.86 : 4 X 8 11*: 3.50 7.15 125.38 1 1700.00 l B.08: 7.82 l 1,81 J J.72 l 43,54 :-----------:-~~-----· r----1~~----~---------:~-------~--------:----~--~:-----~--i----~--- 1.25 ) 1,25 l 1. 16 : 35.15 t.16 l 47.'34 1.21 : 49.76 Li)ll l 56.53 1.13 I 59.25 5.50 130.25: 1600.00 l j0,65: 7.50 :41.25 : tf.00.00 : 10,f,5 l 7,50 141.25 l 16.00.00 l 7,81 : 9,50 l52.25 l 1600.QO l 10.65 t 9,50 l52.25: 1600,-00 t 6.16 l 4.23 i 4123 : 7,87: I ~,C' t 11/..J I 4.23 : 1.15& l n.63: 1.m: J 6 X 6 11 l 5.50 : 6 X 8 41 : 5.50 l 6 X 8 11* : 5.50 l 6 XlO tl : 5.50 l 6 X10 #1* I 5.50 :----_.,.. ____ ... t ___ ,.. .............. -----;-.-..----:---------~ --------{----.... ·-: --------;---·----:------. " NOTES: 1\ t Indicates Braced in Weak Direction 2) Al lo\fa!Jle Stresses P~r 1'3'.H tms -Douglas Fir lar,:h 3) Allowable loads Bijsed on 1991 nns, Section 3.7.l & APPENDIX H. Nav-OB.,_02 05:47P AllONABLE NODD POST DESIGN LDF = 1.2s c'= o.ao Ke = 1.00 kce= 0.30 L = 2.44 ft. (IJnguppor.ted Height) fce=Kce•E'/(le/d)A2 fc'=fc•t(l+tfce/fc•)/2c'·lsqrt((1+(fce/fc•)/2c1)A2-fce/fc•/c'>) 1---------------------------------1---------1--------1--------1---·----l--------l--·----- l tlEl'IBER l I I IAlLOWABl I Notinil t Actual I Area I ICDtlC£NTR I Siz,e I Size I inA2 I fee Fe' f"c' I LOAD b h I l EIKSJ) le/d I (ksi) I (ksi) I (hi> l (kips) 1-----------1--------------1------1-~-·-----1--------l-·--··-·l··-----·l-··-·---1-------- l 2x412 I J.50 3,59 I 5.25 l 1620,00 I 19.52 I 1,26 I 1.63 I 0.97 I 5.10 f 2 x 4 121 I l.50 3,50 I 5.25 I l600.00 I B.37 I 6.116: 1,63 I t.54 I 8.07 I 2x612 l 1.50 5.50 I 8.25 t 1600,00 I 19,52 I 1.26 l 1,63 I 0,97 l 8.01 I 2 X 6 121 l 1.50 5.50 I 8.25 t 1600,00 I 5,32 I 16,94 I 1,63 I 1.59: 13,l3 1-----------1--------------1--.. --· l----·----1--------l·-------· l------·-l--l-·-·---- I 2 X 4 11 I t.50 3,50 I 5,25 l 1700,00 I 1,,52 I 1.34 I 1.81 I l.05 l 5.51 I 2 X 4 llt I 1.50 3.50 I 5.25 f 1700,00: B.37 l 7.29 l J.Bt l 1.71 l B,97 l 2 X 6 II l 1.50 5.50 l 8.25 I 1700.00 I 19.52: l,34 I 1,81 I 1.05 I 8.66 l 2 X 6 llf I 1.50 5.50 I 8.25 l 1700,00 l 5.32 I 18.00 I t.91 I 1.77 I 14,63 1--------~--t---~--·-------t------1~~~------t--------i---~--~-1--------1-~--~---:---~~--: 3X412 I 2,50 3,50 I 8.75 I 1600.00 I 11.71 I 3.50 I 1.Bt : 1.54 I 13.44 l 3 X 4 t2• I 2,50 a.so I 8.75 I 1600.00 I 8.37 I 6.86 I 1.81 l l,54 l 13.44 I 3X411 I 2.50 3.50 I 8,75 I 1700,00 l 11.71 l 3.72 I 1,81 l 1,59 l 13.93 I 3X4111 l 2,50 3.50 l 8,75 I 1700.00 I 8,37 t 7.29 I 1.81 I t.54 I 13,44 l 3 l 6 f2t I 2.50 5.50 113.75: 1600.00 I 5,32 I 16.94 I t.81 I 1.61 I 22.09 1-------··--l------·-------l--·---1---------1--------1--------l·-------1---·----1--------I 4 l 4 12 I 3.50 3.50 112,25 I 1600,00 l 8.37 I 6,86 I 1,63 I i.54 I 18.82 I 4 X 6 I~ I 3,50 5.SO 119.15 l 1600.00 I 8,37 l 6.86 I 1.63 I l.54 I 29.57 I 4 X 6 t2f I 3,50 5,50 119,25 I 1600.00 I 5.32 I 16.94 I 1.63 I 1,59 I 30.65 I 4X812 l 3,50 7.25 125,38 I 1600,00 I 8.37 I 6.86 I 1.63 I l,54 I 38,98 I 4 X 8 12t I 3.50 7.25 125,38 I 1600.00 I 4,04 I 29.43: 1.63 I 1.61 I 40.76 1-----------1----·---------l--·---:---------:--------1--------1--··----l·-------1------·- l 4 X 4 II l 3.50 3.50 112,25 l 1700.00 I 8,37 I 7,29 I 1.81 I 1.71 l 20,92 : 4 X 6 11 I 3.50 5.50 119.25 t 1700.00 1 8.37 I 7,2' l 1,81 I 1.71 I 32.88 I 4 I 6 lit I 3.50 5.50 119.25 I 1700.00 I 5.32 I 19.00 l 1,81 l 1,77 I 34,14 I 4 X 8 It J 3,50 7.25 125.39 I 1700,00 I 8.37 I 7.29 l t.81 : 1.71 I 43,34 : 4 I 811• 1 3,50 7.25 1·25,38 I 1700.00 I 4.04 I 31.27 I 1,81 I l.79 I 45,44 l-----------1--------------1----·-l---------l-···----:--------l·······-I--------I--···---; 6X611 I 5.50 5.50 130.25 I 1600,00 t 5,32 I 16,94 I t.25 I 1.23 t 37.23 I 6 X 8 tt : 5.50 7.50 141,25 l 1600,00 J 5.32 I 16.94: l,25 I 1,23 I 50.77 l 6X811• I 5.50 7.50 141.25 I 1600.00 l 3,90 I 31.49 I t.25 I 1,24 I 51,14 I 6 XIO 11 I 5.50 9,50 152,25 t 1600,00 I 5,32 I 16,94 I 1,156 I t.14 I 59.55 I 6 110 ltf I 5,50 9,50 152,25 l 1600.00 I 3.oe· I 50.53 I 1.156 I 1.15 l 60,13 1---~-------1-----~------~-;------1·--------1--------1-~~-----:------·~1----·---J--~----- '-,..., NOTES: 1) t lnditatea Braced in ll!!ak Direction 2) Allowible Stresses Par 1191 RDS -Douglil fir Larch 3) Allowable Loads Based on 1991 NDS, Section 3.7,1 l APPENDIX U. P.14 PRIME Job: ~ STRUCTURAL oate:.l.!::!:_ ENGINEERS Sht: ~ i doubb:I X 2 .: !0.21<- f , ·~ ALLOWABLE WOOD POST DESI6N '•, ., LDF = 1.25 Ke = 1.00 C 1 = 0. 80 Kee= 0.3(! L = 4.65 ft, Wnsuppcirted Height) Fc'=Fc"t(1+(Fce/Fc")/2c 1-@sqrt((1+(Fce/Fc")/2c 1)A2-Fce/Fc"/c 1 )) :----.----------------------------:---------:--------:--------1--------:--------t-------- MEMBER :---------------------------------: lALLO\.iABL lCONCHHR Noiiii nal Size Actual l Areal Size l inA2 I b h l E(KSI) Fee le/d l (ksi) Fe" (ksi) Fc 1 l LOAD (ksi) l (kips) :.-----------:--------------:------:---------:--------l--------i--------l--------~-------- l 2 X 4 i2 l i, 50 3t5(l I C" ··1C' l i600. (II) l 37.20 I t\35 l 1,63 l 0.33 l 1.73 I I I ~...!,..b_J I l I l l I l 2 :,; 4 f.2* I 1. 50 3,50 I 5.25 I 1 E,(l(\. f?) I 15: 134 l 1.8'3 I U,3 l L20 I b.32 I I I l I I l l I I .-, X 6 #2 I 1.50 5.50 I 8.25 I 1600.00 l 37:20 I 0.35 I 1.63 l 0.33 I 2,72 I ,. I I l I I I I I I 2 X f, li2'k l i.50 5ir50 l a -1c-i 1600.00 I iO .15 I 4.66 j 1.63 I 1.4'3 I p ·:<r l l I ,z.J I l I l L..1t.O ~-----------:--------------}------: ·--------:--------i--------:--------:--------:-------- I 2 X 4 lH I 1.50 3.50 l 5.25 I 1700.00 I 37,20 I 0,37 I 1.81 I 0.35 I 1.85 I I l l I I I I l I 2 X 4 #1* I 1.50 3r5(l I 5.25 I i700. 00 I 15.94 I 2. 01 I 1. 81 I 1. 31 I 6.90 l I I I I I I l I I 2 X G #1 I 1. 50 5.50 l 8.25 I 1700. (l(l I 37,20 I 0,37 l 1.81 I 0,35 l 2. ,30 I I I I I I I l I I 2 X 6 i'fi* I 1. 50 5.50 I 8.25 l 1700,(10 I i0.15 I .i or I L81 l i265 I 13.60 I I I I I I It _,J I l I 1-----------:--------------~------:---------l--------~--------i--------!--------:-------- I .;; X 4 *"' I 2.50 3,50 I 8.75 I 1600.00 I r,--, ::,,; I 0.% I 1.81 1,20 I 1(}. 53 I .~ ,, I I I L/.1Wl. I I I I 3 V 4 ¥i2t l 2,50 3.50 I 8,75 I 1600.00 I . 15. 94 I LBS I 1.81 1.20 I 10.53 I ,. l i l I l I I I " X 4 :!;1 l 2,50 3.50 I 8.75 l 1700.00· I 22,32 l 1.02 I 1.81 1.4"3 I 13.00 I " l I I I l l I I 3 V 4 #if l 2.50 3i50 ! 8.75 I i](H),00 I i5, '34 I 2,1)1 I lr81 1.20 I 1(1, 53 I A I I l I I I l I 3 X f, #2t l 2.5(1 5,50 113. 75 I 160(1, (l(l I 10.15 I 4.66 I 1.81 i. 55 I 21. 33 I I l I I I I :-----------:--------------:------:---------:--------:--------:-------.:--------}-------- I 4 " 4 ¥.·1 3:50 3.50 :12,25 I 1600.00 I 15.94 I I. 89 I 1, &3 I i .20 I 14.74 I A nz. I I I I I I l 4 X 6 ¥.'' 3.50 5.50 :19.25 I 1500.00 l 15. '34 l 1,8'3 I 1.63 I 1, 20 I 23. lb I .t. I I I I 1 l I 4 X 5 *Z* 3~50 5,50 l19.25 I 160(1,(IO I 10, 15 I 4.66 l 1.63 l L49 I 28.61 ' I I I I l I I 4 X 8 li2 3.50 7 -;r 1-·,c: ")0 I 1600.0Q I 15. '34 l 1.89 I L&3 I 1, 2(l I 30,~2 I ,,.,; JL1.JzWU I l I I I I I 4 Y. 8 #2* I 3.50 7,25 l25.38 I 1600.00 I 7.70 I 8.iO I 1.63 I 1.55 I 39.37 I I I l l I I I 1-----------1--------------i------i---------:--------:-------. :--------i--------:-------- I 4 X 4U 3.50 3,50 l 12.25 I 1700, l)(l I 15,94 I 2.(11 I 1.81 1.31 I 16.10 I I I I I I I 4 X 6 F.1 3.50 5.50 l 19,25 I 1700,00 I 15. '34 I 2, (11 I 1.81 1.31 I 25,2'3 I I l I l l I 4 X 6 lli* 3.50 5.50 I 19.25 I 1700,00 I 10. i5 I 4.'35 I 1.81 1.65 I 31.73 l I l l I I I 4 X 8 llj 3.50 7.25 :25.38 I 1700.00 I 15. '34 I 2.01 I 1.81 1.31 I 33.34 I 11. I I I I I I 4 X 8 #1* l 3,50 7,25 :25.38 I 1700, (l(l l 7,70 I 8.61 I 1.81 1.73 I 43.80 I l I I l I l :-----------:--------------:------:---------:--------1--------:--------!--------:-------- l 6 X 6 #1 ' 5.50 5.50 130.25 I 1&(iO, (JO l 10.15 I 4,66 I 1.25 I 1.17 I 35.44 I I I I I l I I I 6·X s #1 I 5.50 7.50 l 41. 25 1 1600. (JO I 1(1,15 I 4.66 I 1 .-,c I 1.17 I 48.32 I I I I ! I ,LJ i I l G X 8!1* I 5,50 7.50 l 41. 25 I 1600,(i(l l 7.44 I 8.67 I 1 .-,c-I 1.21 1 49.94 I I I I I l ,,.,; I I I 6 XH1 #1 l 5.50 9.50 l52.25 I 1600,00 I i0.15 1 4.66 I 1.156 I 1.09 I 56.94 l I I l I I I l I 6 Xii) !11~ I 5;50 '3.50 ;s2.25 l 1600,00 I 5,87 I 13.91 I 1.15& I 1.14 l 5'3.36 I I I I I I I I :-----------l--------------:------t---------1--------:--------:--------:--------:-------- NOTES: 1) * Indicates Braced in Weak Direction -..ll A_llowable Stresses Per 19'31 NDS -Douglas Fir Larch , 3) Allowable Loads Based on 1991 NDS, Section 3.7.1 ~ APPENDIX R, PRIM EJob:. 2~-3:..<:> STRUCTURAL Date: q-o.1 ENGINEERS sht z.o ,•. . ,, ·-,, ,. f r ., " ,! ~ ,, ALLOWABLE WOOD POST DESIGti • 1 LDF = i. 25 c '= (l, 80 Ke = 1,00 Kee~ 0~30 L = 3.25 ft. (Unsupported Height) Fce=KcetE'/(le/d)A2 Fc1=Fc"l(l+(Fce/Fc")/2c 1-@sqrt(l1+1Fce/Fe")/2c')A2-fce/Fc"/c 1)l :---------------------------------:---------:--------l--------:--------1--------!-------- :---------------------------------: Nominal l . Actual ! Area ; Size Size b h ; EO(SI) F'--~ . l.,C' le/d (ksi) fc 11 (ksi) l ALLO\lABL Fc 1 / LOAD (ksi) l (Ups) :-----------:--------------:------~---------:--------!--------l--------1--------1-------- i:50 3.50 I 5,25 ; i C'rt 1 1 ,JlJ 3r5(} l I C' -~~c .J1i..,J ; 2 X 6 t2 1.50 5ii50 I 8,25 I 1,50 5.50 I l A ,·-,c 1.,.-rt...J l H,00, 00 l l ifiOfJ.O(l l I 1600,00 I I 1600.00 I I I I I l I I I 26,(H) ! 7, 0'3 l 0.71 1 1.63 l 1 r 63 f 0.63 i !:56 l 5.20 I-----------:---------------:------:---------:--------:--------:--------1--------l-------- I .-. " 4 #1 1.50 3,5(1 I 5.25 I 1700. (i(l. I 26.00 ' 0,75 I 1.81 0.67 I 'J C.4 I t. A I I I I I ! tJa.Ji •') V 4 #ii I i, 50 3,5() I 5125 I 1700. (li) i 1.14 ' 4.1 i l 1.Bi 1.51 I QA') ,. ,. J ! J I I I Ur'"'t'-1 I .-, X r ~i I 1. 50 5.50 J 0 ,;,:: J 1700.00 l 26.00 J 0, 75 I i.Si 0.67 J 5,5b I .£. C• '" J ' U,J..._1 I I I I I t 2 V 6 #if.· i i ,5(l 5.50 t 8,25 I 1700.00 I 7.09 I iOt 14 I i: 81 1: 74 ' 14.35 I A I I I ' I I :-----------l--------------i------:---------:--------:--------:--------l--------:-------- I 3 Y. 4 #2 J 2.50 3,50 I 8,75 I 1600, 00 I 15,60 I i, '37 i " Q• 1, 45 l ; '1 r11 I I I I l I !,w! l !,i:,., DJ l 'l }. 4 i2t I 2t5(} 3,50 i 8,75 J 1600.00 I 11. i4 ! 3,87 I i. Si 1.45 i 12, 6'3 I •.J l I I ' I i 3 X 4 #1 2, ~(I 3.50 ' 8.75 I 170(1. (H) I 15,60 l 2.10 l 1.81 1.55 J i3J68 l I I I I I 3 X 4 t ! • I 2,50 3.50 I B,75 I 1700,00 I i 1. 14 I 4, 1 i I i <H i r 45 I \•-:, i'1j I i• I l l I ' I .i.d.!l I lk10J I .., " 5 ii2f J 2,50 5.50 l13.75 l 1600,(H) I 7.09 I S,55 l 1.21 1 .,.,., I ,-:f l"tM I ,:, r, I I I I I rJJ l L.!.,00 :-----------i--------------:------1---------~--------;--------:--------i--------!-------- I 4 X 4 *2 3.50 :t50 i ' .~, .-,c-I 1600.00 I 1 L 14 i 3.87 l i. 63 I 1s45 J 17. 77 l 1!L,£J l I l l l I ., X 6 J.:.··1 3.50 5.5(} : 19,25 I 1500.i)O I 11. 14 i 3,87 l i ,:,; I 1.45 I 271l93 I ... "ii/.. J I I l1U•.J I I 4 X 6#2f 3.50 5.5(1 : 1'3,25 I 1600. (H) l 7t09 l 9.55 I 1.63 I i.5b I 30.10 l I I I I I ! 'I V 8 ~-j ,, ,:; i,25 !-... ·!:' "10 I iE,-00.00 i 11. 14 i n Q't ' 1 ,63 ; 1.45 I 36.81 l A ,t,. ...J,Ji) tf.JrlJU I .:51 u/ I I I 4 X 8 #r,. 3,50 7 .•,,:-i25,38 I HiOO. 00 l 5, ~:8 I 16.59 l 1.63 I 1.59 I 40.38 J L.7: ,..f..,J I l ' I I l f :-----------1--------------f------:---------:--------1--------:--------l--------:--------[ ,, ... "" t. i ~~- & 1 ~-t. ~- l ~-~ r i. I . . . ' , X 4 #1 3.50 3.50 112,25 I 1700,00 I 11. 14 I 4t i 1 1.81 1.61 1'3, 68 I 't l I I I 4 X 6 #1 3t50 5.50 :19:25 l 1700.00 I 11. i4 l 4.11 1.81 1.61 30. 92 I I I I I -~ X f, #11 31l50 5,50 l19.25 I 1700, 00 I 7 "'~ I 10.14 1.81 1.74 33.50 l 'T ' I ,V':! I I 4 X 8 #1 3.50 7.25 ?25.38 I 1700.00 I 11. 14 I 4.11 1.81 L&1 40,76 I l I I i 4 X n #1* I 3.50 7.25 :25,38 I 1700.(lO I 5.38 I 17,62 1.81 1.77 44.99 0 l I I I :-----------:--------------:------:---------:--------:--------:--------:--------:-------- l 6 X 6 #1 5.50 ! 6 X 8 11 5.50 l 6 X 8 llt 5.50 l 6 110 #1 5.50 l 6 XiO ti* I 5,50 5.50 l30,25 ! 1600,00 7,50 l41.25 l 1&00.00 ! 7.50 l41.25 l 1600.00 ! '3t5o ;s2.2s : 1ttoo.oo ~ 9.50 l52.25 I 1600.00 l 7.0'3 ! 5,20 : 7. 1'.ig ! 4.11 l 9.55 I '3, 55 l 17.75 l 9.55 l 1. 25 ! 1. 25 I 1t25 : 1. 156 l 1.21 1.21 I ;: ... ,Ii J ! I L.\J I 1. 13 I 36.74 50.10 50.80 58.84 59.91 :-----------l--------------:------1---------:--------:--------i--------l--------l-------- NOTES: 1) t Indicates Braced in Weak Direction 2) Allowable Stresses Per 1991 NDS -Douglas Fir Larch -:::-3TAllowable Load;; Based on 1991 NDS, Section 3.7.1 ti APPENDIX H. PR I ME Job: _.2k_2._-.2.1o_ STRUCTURAL Date: q-o1 ENGINEERS sht: Ndv-08~02 05:47P p p p p p p 8' i 8' j, g• -!, IS' ,!. 8' ! g' ..{., 8' 1 ~ ~ t>" t P.15 A PRIMEJob:. ~b.-3:IQ STRUCTURAL Date:~ ENGINEERS Sht: 2:.- TA.~ 6~8'"g-2y2.: f4651ft~ U. =-12.p.sf. ORi<ilNAL ~ PD =-\4.; psf Y8' :>< 41 · ~ 41G t< ~ INCLUDING 2._o psf FDR Pi. .. " I '2. psf ,< 8 I ~ 4l 1 :: 3.'14 ic. FUTURE. MECH. ----·-, ::ff: CDMpUTER OUTPUT Mwiru<. = 41r. 6 ~-ft. v'f(tC\X. "' 26. 1 I< ' Ptl\.. f P F P P•P, 1 8' ,lt 8' -1, 8:' i 8' J, 8' -J, g, {, 8' t t . . · Po : l '2. S psf )(; 8' >< 41 ~ = 4. ! l:: t'L.: t?,O psf x ~\ >"4l' 3-941< SEE COMPUTER ?LlTPUT t,;1Yl'\c-)( :: 401.92. jc:-{t < 411.bt:: V--m(),.x.-:: 26.8\K > 7 6. I ~ -2,7¼ OVER. . OK BY INSPECTION .: OK W/ EXIST'G @ROCR. • 1 EXIST. GIRDER ; OR\<i!NAL DESl<iN, s1p12vis0b4148TBEAM ANALYSIS PROtiRAMs1p'Ms0b4148T SPAN LENGTH = 56,00 ft (Simple Span) POINT LOA[lS (k & ft) Pd Pl X 4,760 3.940 8.00 4,760 3,940 If.. 00 4.760 3,'340 24.00 4.760 3,940 32. (ll) 4.760 3. '340 40.00 4.760 3,940 48.00 REACTIONS (k) LOAD LEFT RIGHT Dead 14,280 14. 28(1 Live 11.820 11.820 Total 26.100 26.100 MAXIMUM FORCES V max = 26.10 k @ 0.00 ft M max = 417.60 kft@ 24.00 ft DEFLECTIONS (EI = kinA2J LOAD Defl (in) X (ft) Total 236689074/EI 28.00 Live 107190203/EI 28.00 Dead 12'3498804/EI midspan TOTAL Defl EI L / 180 633"38860 L / 240 84531808 L / 3&0 1267'37720 LIVE Defl EI L / 240 38282216 L / 360 57423320 L / 480 7&5&4432 ·fl· s0B09/19/02 2K2-320 A PRIMEJob: .'.(¥,2.-3;.o . STRUCTURAL Date: q-o2. ENGINEERS Sht: 23 (6,60Js0p10.00h12v0s0b3T .- Nov-OS"-02 OS:48P s3B 6IRDER N/ NECH. UHITS sOBl 1/0B/02 2K2-320 P.16 A PRIMEJob: ~ STRUCTURAL Date:~ ENGINEERS Sht 2!- stp12v1s0b4i48TIIEAN ANM.VSJS PR06RANsJp9vlsOb4148T <6,60)s0p10,00h12v0s0b3T SPAN LENSTH = 56.00 ft <Si1ple Span) POINT LOADS (k & ft} Pd 4,100 4,100 4.100 4,100 4, lOO 4,100 2,000 2.800 REACTIONS LOAD Dead live Total Pl 3.940 ~.940 3.940 3.940 3.940 3,940 0.000 0.000 (k} ftAUIIIIN FORCES X 8.00 16.00 24.00 32,00 40,00 48,00 8.00 48,00 LEFT 14,414 11,B20 26,234 Rl6HT 14.986 11,B20 26.806 V HX = 26.81 k t 56.00 ft ff 1ax = 405.58 kft t 32,00 ft DEFLECTlONS (€1 = kinA2) LOAD gen tin) X <ft) Tohl 231385437/EI 28,03 live 107190203/El 28.00 Dead 124194819/El •idspan TOTAL Dtfl EI L / t80 61978244 L / 240 92637656 L / 360 123956489 LIVE Defl El l / 240 38282216 L / 360 57423320 i. I 480 76564432 t.). ~, I t' ) ,, ' I "J .. Pz:vf u -~ {7\;;7lt-f~ \.okp"::7 P-~~;r1r--1cr 1/2. FL. Y wo-~t> 2 X: L/ {a) ;:? /../ /I o/c' ! f'Js'1JLATl:?f'.i :S !J.:S P. Cl---4, I II P\J I<. LI ;--I t1 re> 8_ 0 a/e S"Pf<:: d !-("'_ f" Z.:5 M~ ~ I- Ml >C, PL cflr<Dff< -z ''2 \,5' c?, 7 CJ. g I Q ,D i, S" 1.5 IC.· ' --- I. S' = l3, o I.> p::;;f ,s:-r P=-r Refere.oce 0!'l ly t.::, !.-= I I. o F'SF 1.,;; fsr DL !ft-. S-Fsf . L.. l-2 ,_;), o P"> r ---R E: b ,_I C I P-L.-f- . -::: ) ,... (',.. (-r -:2.,0 18,o 1,8 l,g fLR, .J.91 sTS -z, 8 .Sf'R1N f<L-E:R S I. S M~!=.' j.o n1.sc.. -;z, I Pl-= "3>f, o 1_s.f f'i..fTl'Tl.:7 tJ L-oAP ;::::: 2 o, o f"Sf t:::, L --Sl.o F'SF .. ·BEAMS 3.0 rsf D~ = l;;Lj, 0 f's:F ~ l.--g~.C> isf -~ E;-D Lie: I 13,.!. .. d::· \. _;,-._ =--=~ -----.. ---~ .. --____ ~ -1/ ----- i / •:••-., •••··~1••••1•••J~~·•1j•t111•u/"l•,t:,.I••: .. ~ ::1:)'l.f•,,:r,,,• ,.,: ~ ,,. n' •" 1,:1,1; 1•1.,,.,. ,1 .. , • • :-,:·: ----t.----------r----------------------------',----------------------------------------------------- FOOC[ AXL mm CS! -5349 0.07 0.69 0.76 z· -5349 0 •. 06 o. 55 o. GO J -13047 0.38 0.37 0.75 4 -I 3047 0. 38 0. 33 0. 71 5 -17232 0.68 0.25 0.92 6 -17232 0.66 0.21 0.87 7 -17975 o. 71 0. 21 0. 92 8 -17227 0.67 0.23 0.89 9 117227 0.67 0.24 0.92 IO 11i•3049 0. ·38 0. 34 0. 71 11 -, 3049 o. 38 o. 37 o. 75 12 5349 0.06 0.55 0.60 13 5349 0.07 0.69 0.76 ac·· FORCE AXL ONO C 1 i o o: oo o. 05 o. 05 2 I 9592 0. 46 0. 12 0. 58 3 USS67 o. 75 0.14, o. 901 4 ,17947 o;87 o.~1 o · o:96 5 h7975 0.87 0.08 0.95 6 15564 0.75 0.16'0.91 ·•··. 7 •'1 9593 o. 46 0.12 0. 58 8 1 0 0. 00 0. OS 0. 05 • I wrn FORCE wrn \ FORC 1 7166 11 ' 44 2 I -895 · 12 -1035 3 ,_ 5684 13 -684 4 . 4628 14 2227 5 -713 15 -3368 6 • 3375 16 -714 7 2230 17 4629 8 -673 18 -5685 9 -998 19 -895 10 39 20 · 7166 RI-fl -1. 00 MAX DEFLECTION : L/509 at JOINT ffl8 IL-ii.IO" D-0.76 T-1.86" ti} TOP CHORDS: BOT CHORDS: WEBS: 2-4x2 FL JOOOF-1. GE 2-4x2 SPF 2100F-1.8E 4x2 SP 1/2 2·4x2 sr 02 1. 3. 4,G. 1s 17, 18, 20 Chord mcrri.icrs over 20' -O" arc con Li nous. Finger joint ilnd tension tesl performed by murnus. Inc. prior to truss manufiJC ture. Double merrber webs shil 11 have two( 2) nil i 1 s placed in center for buckling calculalion:;. (Bo)?3A Reference. OY\ \y L 4:1.ooJ r--typ:-7 l-J 4 This design is valid onl{ if the truss is . fabricaEccl by TRUTRUS NC. PIIO~N_I X, ARI LDIIA 05043 All Chords arc ( MSR) Milchi ne Stress Ril tcd. All lunher used in this design, has il maxi1111m of 197. moisture conlent at the lime of fabication. * Use l" cliiJ. ?.Ogil.(AJG St.eel) standilrd knee hr ace. Alluch Lo Sub-purl in WI 4-1 Ocl nails, irnd attnch to bottom chor·d WI 4-lOd nuils. Max. unbraced boltom chord segment --23' -4" 3/fl" li l,1r9er lag screw:; or bolts NOf ALLOWED I H CIIORO MEMOERS. U. II. 0. +I· 3-4x2. laminated. mid-chord bearing block Ovcrul l depth -13" ,ri:i'='JJ-3x14. 4 20 qa. connector plate on the '-._/ top face of lhc I.op c:hord. · ·· Typical where wa 11 ilnchor s trilp or beam strap has nail spilcing less than 4" o. c. This is designed Lo reduce splitting do lo wall or beum tic slrap nail111g. CAMIJER: Top ilnd bottom chord 11/8 11 at mid spun l~el~1ccn the supporTs-.-- .Joint Locations 1) 0-0-0 (\) 24-10-12 2) 3-7-12 9) 28-3-8 3) 7-3-8 10) 31-11-4 1.'4)' 10-11-4 111)· 35-7-0 5) 14-7-o T2> 39-2-12 6) 18-2-12 13) 42-10-8 7) Zl· 6-12 14) 46-6-4 ./. Thi s lruss has not been clcsi gned for · roof poncli n!I· • n1_li 1 di ng7t~,'i)i !Jncr rrus t:. provide udr..c1u,1_le_dr:uJ.llcl(l:,i--(CL.1JC.SV.ell.Lp.OlW,Ul!l, , (OS2!J"/ft6nin slui>e to ttl·ain)." :110 ·1• ·-·- 15) 16) 17) 18) 19) 20) 21) JI JD, CMl.5 R. c. Wik '551 [J, 'I ARLS R. C. 12Tl:P3A . ~J PC<l <70304 STO 16 9 2 sf RENEg I 34 llSO 308 Ill '1200 2.5X4 2.5X4 2.SX4 2.5X4 . 2.SX4 2X5.6 7X9.6 2X5.6 5XS.6 5X5.6 2XS.6 7X9.6 1' 44 2 45 2 66 LE [REE 77 OC 80 UA OF 99 201 0 202 0 100 0 101 0 l 2 0 106 0 108 0 34 0 USERID 11 OS: NICO ;-, -~ ~ _, :ct~. . ; r .,, ) . ' f ~~.,._,,_ .. .l1.....-!,J.~~"'-'ll>h'.c.l:.r.l..Jii~~w~---... 2-0-4 I r-Nole -Totill Deflection --1.06" -, r--1j 1 ~ 43-2-12 I I\ / 21 2.0 119 110 ·111 116 115 / l, . 2-0-4 '1 !'I 505GII 3.50" 5056/I 3.50" 11 0-4-0 '1 _ 46_6_4 --------------r 0-4-0 j PLATES:TEE-LOK,TRUSWAL,MJTEK;NO LABEL=20ga,ST10 = 1 oga,XTLS = 1Gga DESIGN: NDS-91 scale = 0.1 50 ,1, c::r1,w th.E.!r.. !:!.tiaiit y :DE-~l9n !By VI/ ARNING: READ ALL NOTES ON THIS SHEET. A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. Eng. Job: CARLS A. Dwg: Dsgnr: NICO Chi:: WO: 4551 Truss ID: P3A Date: 10-2-95 TC Live 1 G,O psr DurFac -Lbr: 1.25 ll!UCING WARNING Dmci11r, ,t-/i(IU'II (Ill 1lri.rd1all'i{f,b i.f nnt ac:ction lm1cit1(., n·i,1rl l•rndlllj, 1u>r(,1/ l1mci11,: orsimilarbrncinc TC Dead 9 .o psf DurFac .. Pit: 1.25 which 1.r n rm10/ Jiu: buildinr,,lai,:11 nudwl,ic/r must l•('('("tllJidc:1r.,1 l•J•l/r(' l•uildit1(. dc-.,ism:r. Dracill& BC Lf r O C s I • • slu,wn i: f,w Intern! sc,/'l'on of trus.: mcmbcu ,111/_I· to rrdu~C' bucl:liut lc,rf1J,, Pr,wision: mrut lu VC 0.0 ps .• • pac ng. 96.0 ,ioad~ !O r,11c/1orf .. tcrn. lw1ci111, r.t md: a11tl sprcif,cd io:ntfo11: ,ktcm1[11c, l·r.'!•c l•uiidill~ dc:!s:icr. BC Dead 2.0 psr Design Criteria· u BC ~.). Wood T ntss Comrcil ci/ Amaica Ad,htronnl brm:mt; of tl,r ,:wcmll .umcn,rc mav be rt:qmrcd. (Sre JI I l,-9! <'} 1 Pl). For spce1J1c _______ • tnts.s l,racinr. rrq111rcm,-1It:, e.011tr.r:1 b11ildin1;dr.Jir.nt.r. iTm=s I'/alf' l1rxtitutc, Tl'/, i.s locntt:d al 4 ~-t. ;, . l, ~v,~i-;j)f~Ltl~~,~ SR.I D'On<>.f rio Drfrr, A/,,J;,.,11,,Wisr.0111i11J,17191,.,_~,.,.-.,•dA•,"'",""-',.,\\IO.""""'~"""'-.;:_.,,t<i.~ ~l_;QT Au:,;i,~,m:27,0-ps~ Y(.110~1 Q;!l4J439969.~'3~ ~~ \ CERTIFICATE OF COMPLIANCE (Part 1 of 2) MECH-1 PROJECT NAME DATE GenVault 09/23/02 PROJECT ADDRESS 2101 Faraday Avenue PRINCIPAL DESIGNER-MECHANICAL TELEPHONE Building Permit# Weather Engineering (858) 541-1885 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date Derek M. Bull (858) 541-1885 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS 09/23/02 I BUILDING CONDITIONED FLOOR AREJl 2850 I CLIMATE ZONE 7 BUILDING TYPE @ NONRESIDENTIAL 0 HIGH RISE RESIDENTIAL 0 HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION 0 NEW CONSTRUCTION O ADDITION [iu ALTERATION O UNCONDITIONED (file affidavit) METHOD OF MECHANICAL COMPLIANCE @ PRESCRIPTIVE 0 PERFORMANCE PROOF OF ENVELOPE COMPLIANCE @ PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE -·. -... .. .... " . ... .. -·· - This Certificate ?f C?mpliance lists th~ building_ featu~~s and pe_rformance s~e~ifications n~ed to c~mply with Title 24, Parts~ and 6 of the California Code of Regulations. This cert1f1cate applies only to bwldmg mechanical reqwrements. ~ The documentation preparer hereby certifies that the documentation is accura e and complete. DOCUMENTATION AUTHOR DATE Derek M. Bull 09/23/02 The Principal Mechanical Designer hereby certifies that the propos d building d ign represented in this set of constructir documents is consistent with the other compliance forms and worksheets, with the specifications, and with any oth calculations submitted with this permit application. The proposed building has been designed to meet the mechanic requirements contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145.~ Please check one: D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for it's preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. I:iu 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. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. These sections of the Business and Professions Code are PRINCIPAL MECHANICAL DESIGNER-NAME Derek M. Bull MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT Nonresidential Manual.) DATE UC.# 09/23/02 4 7 4557 M0.1 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. MECH-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. MECH-2: Required for all submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required ventilation rates and airflows are shown on plans, See 4.3.4. MECH-4: Required for all prescriptive submittals. MECH-5: Optional. Performance use only for mechanical distribution summary. Nonresidential Compliance Form l{L 3107 W. Colorado Ave. # 312 Colorado Springs, CO 80904 Phone: 719-471-8558 Fax: 719-471-8485 e-mail: klwengr@aol.com Project Name Location Carlsbad, CA Project Number D11202 These calculations review the structure being installed for structural capability. The sealing of the drawings used in conjunction with these calculations is for the structural review only. Other information is not reviewed, nor approved. State ~_.S.,A_] 11/4/2002 Engineering Seal Data: Number 35911 Exp Date Dec. 31, 03 Input Data for Valut Design Project: Genvault Corporation 34.167 Length Elevations Seismic Base Shear per IBC97 Chapter 16 IV Zone: Cv= Ca= O= R= V= 4 Near source distance ..... 0.768 0.44 2.8 5.6 0.1403 W ASD based shear Roof Beam W6x 16 Nv= Na= Eq-30-5 Columns 6x6x1/4 10 1.2 Loading on Rood Wd= 8.8 psf WI= 10 psf Slab thk ..... 4 inches Fe'= 2000 psi Qs= 1000 psf Tension Braces C3x4.1 Anchor Bolts 4-1/2"dia x 3 1/2" embd Date: 11/1/2002 Eq.30-7 Per Cent Base Shear Eq. 30-4 Fundamental Period Value Base Shear Table 16-P Maximum Base Shear Average UBC97 ,..e. SEISMIC BASE SHEAR CALCULATIONS SEISMIC CODE USED--1997 UNIFORM BUILDING CODE-UBC Near Source Factor Distance in km V= Eq. 30-4 39.94% 0.0686 W 10 Eq. 30-6 4.840% Minimum V=CvlW/RT Eq. 30-5 19.64% Maiximun V=2.5CalW/R V=.11CvlW Chapter 16 Division IV Center of Beam= Zone= 4 0.4 No. of levels = W = Live Load + Dead Weight V = ( Cv I /Rw T)*W Seismic Cv Table 16-r Importance Factor Table 16-k Cv= 0.768 11 1 I Based on the Raylieght Method Period Cales T= T=Ct*(Hn)"3/4 Ct=.035 T= V= 0.399 w Rda= 5.6 Moment Resistant Frame Rea= 5.6 Braced Frames Vm=2.5 Ca W / R Eq. 30-5 Vm= 0.1964 W Ca= 0.44 0.1964 Vs=.11*Ca*l*W lower limit Vs= 0.0484 W V = C/1.4W ASD conversion V = 0.1403 W Base Shear Page: Nv 1.2 21.00 0.343 0.343 Na 1 Zone4 Eq. 30-7 6.857% Minimum V=.8ZNvlW/R Feet Seconds Seconds Pg.271 Pg. 271 Eq. 30-5 Eq. 30-6 1 Date: 11/1/2002 Design Loads Live load .. Dead load. 10 8.8 Beam Spc. 11.625 Inflection Point Ip = 20.5 C Height Feet Ip Column Loadings Conditions Static column Loading Pmaxa = Pmaxb = 3.41 3.41 Bending Moment In Columns Ma= Mb= Mc= Md= 0.000 5.077 Unfactored Simple Frame Analysis Psf Paf Totals .... feet 0 Static 10 8.8 18.8 Psf Psf Psf Dynamic 10 Psf 8.8 Psf 18.8 Psf Feet assumes some fixity from base plate w lllllllillllllllllllllllllllllllllllllllllllllllllllllijd .. T I Kips kips In-Kips In-Kips 14 ' ' /c 15.625 Span Feet 17.25 Typical Cross Section Dynamic column loading Psmaxa= Psmaxb= 1.60 1.60 Using Type 2 construction At column base At column top Kips Kips 0.00 0.42 I I Ft-Kips Ft-Kips Seismic Moment Md+Ml+!J Me/1.4 !J = 2.8 Table 16-P For connection Seismic Design Data UBC97 Zone 4 Vt= 0.1403 W Wa= 218.55 Plf Ws= 102.30 Plf Axial Load Ra= 1530 Pounds Re= 3415 Pounds Rb= 1885 Pounds Seismic gravity Loading Rba = 1598 Pounds Rbs = 1598 Pounds Base Shear-from Frame stiffness Va = Vb = 20.6 Pounds 0.02 Kips Axial Factored(LRFD) 4.82 Kips Axial Seismic Factored(LRFD) 2.83 Kips !JMe = 1.18 Ft-Kips Top Connection Moment 14.21 In-Kips !JMe = 0.00 Ft-Kips Bottom Footer Moment 0.00 In-Kips Date: 11/3/2002 Column/Beam Stiffness ~1 r p ___ ... ~------,o,,~------c,-------.... -...,_. __ ~_ ,.. ! ; '~ I I I I I I j ! j ! I I I ! j I I I I h I I I I i I I / ,' I I ,,/ I I\ ! i I I ;.. ~· u L1 L2 ... Set l::l equal to 1" General equation for stiffness t:i = P h"3 / 3Elc + P h"2 Lb/ 6Elb + P h"2 / F F = spring constant. Because the connection is fixed the spring constant is very large therefore P h"2/F approches zero. l::l1 = P h"3 / 3Elc + P h"2 L 1 / 6Elb l::l2 = P h"3 / 3Elc + P h"2 L2 / 6Elb t:i IP= h"3 / 3Elc + h"2 Lavg / 6Elb h= L1 = L2 = E= Ka= P/ l::l Pavg = Kavg = 21 14 17.25 29500 0.124 0.062 feet Feet Feet ksi t:i = 1 inch kips kips/inch t:i I Pavg = 8.0635 le= 30.3 lb= 32.1 Lavg = 15.625 beam-column stiffness in"4 in114 feet Number of columns per end 4 Metal Decking systems G' = deck stiffness ICBO ER-4254 G' = K2 / ( 3.78 +.3*Dxx/span + .3*K1*span) from SDI From deck tables G'= K2= span= 38.72 Ratio = Kavg I G' 870 K1 = 0.414 2.1 38.72 kips/inch Ratio= Ratio= per SDI page Alll-10 0.641 % 99.359 % Dxx = semi-flexible system to columns to shear diaphragm/to sides 129 Date 11/3/2002 side ......... . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . .. . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . . ........ . . . . . . . . . ......... . . . . . . . . . .. ........ . . . . . . . . . . . . .......... . Q= 0.379 kips/ft Eod [[ii liff rrrr!·--1 1 ... 1~1 ... I 1 .... 1 .... I I ... _ I..,..,., ........ ~ ... ! 1-'l·a--1 1 l[llll f !!!!!1 EW Width 34 Length Mezz. Area Number of end columns 31.25 4403 4 Number of side columns 6 Seismic floor loading 1.2D+fl f = D= L= Loading= 0.25 15.3 10 91847 Loading= Seismic base shear coffecient Cs= 91.85 0.1403 Vt= Distribution of shear to sides Vsidet = 12.80 kips transferred to sides Vside = ratio*Vt/2 Vsides = 6.40 Shear per column Columns per left side 3 Columns per right side 3 kips/side Vis= Vrs = Distribution of shear to end columns Vends = 0.08 kips Shear per column total no. of end columns 4 Vepc= 2.13 2.13 0.02 12.9 kips kips kips ------''-- Side ft"2 pounds kips kips total platform shear Date: 11/3/2002 Cross Section Moment diagram for end columns 20. center of beam Vm= Ve= Mum=Vm*H Mc=VmHa Muc=Vc*H 0.02 0.06 Mum= Mc= Muc= Member check Beam W6x16 Column T6x6x1/4 Connection Welded strength connected to column Welded kips kips 0.4 0.32 1.18 Ma Ma = Ma= for member check for connection check in-kips demand in-kips demand in-kips demand 306 in-kips 278.8 in-kips 22.64 in-kips Connection Force increase OE 2.8 See calculations page Beam Column Connection OK OK OK 0.4 in-kips 0.32 in-kips 1.18 in-kips Date: 11/3/2002 Check Shear in Diaphragm side . . . . . . . . .. . . . . . .. . . . . . . . . . . . .. . . .. .. . . . . . . . . . .. . . . ' ' ............ . ' ~ • > • • • • • • • • • .. , • .. • • • • • • • • r • • • • • • • • • • • • ' ,. ..... ,. ........... . • > ,,_ 0 > A • ' • > • • • • • y • • • . .. . . . . . . . . .. . . . ~ . . . . ...................... . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ,. . . . . . . . . . . . . . , ..... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . ' ........... . . .. . . . . . . . . .. . . .. . . .. . . . . .. . . . . . .. . . .. . . . . . . . . . . . . . . . . . .. . . ,. .... . . . .. . . . . . . . . . , ..... . end j : j : ~ : ~ : ~ : ~ : j : j : i : i : j : ~: j : i : : : ~ : ~ : : : end Joist spacing ............. ASD Sd = Su= 2.35*Sd Su= <P = Limit state <i>Sn = . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . •••••••• y •• . . . . . . , ... . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . • • • :0. ...... . . . . . . . . . . . . ........... 129 inches 125 pounds per SDI page 2-8 294 pounds 0.7 0.206 kips/foot ......... . . . . . . . . • • • • y • • • . . . . ~ . . . . . . . . ' . . . . .. . . . , . • • • • ~ > • • ........ . . . . . . . . ~ . . . . . , . . . . . , ... ·.· ..... ·.· side 2 stitch screws Actual shear from force distribution Limit state Per side demand S = Forcell Force= R*Vt R= L= Vt= Sa= 0.9936 31.25 12.9 0.205 Ok portion of total shear taken by diaphragm feet shear length kips 9.2 kips ASD kips/foot Shear line Fillet weld Beam to Column Connection Pma~ Mmax Lmin 6 Weld Section Modulus Sx = bd"2/6 * 2 Sx= 0.9427 Fm= 15.074 Fr= 15.022 Allowable Weld Shear Stress Fa= .4*Fu Fa= 24 Fu= ksi Ma = 22.624 in-kips Vmax in"3 ksi ksi 60 OK Roof beam Pmax= 1.78 kips Mmax= 14.21 in-kips Vmax= 0.02 kips Lmin= 4 inches Fillet= 0.25 inches Fr = lfrv"2 -Fm"2 + Fh"2 Fv= Pmax/ Aw Fh =Vmax/ Aw Fm= Mmax/ Sx Area of Weld Aw= .707*Lt*t Aw= 1.414 in"2 Fv= 1.259 -ksi Fh= 0.014 ksi ksi Tubular Column Design Check Pagef _____ l Date: 11/3/2002 ID No. S-//)6 O/U,,/111 N Column Description: Live Load Column Wall Tk. Sect. 6x6x1/4 Factored Pull= 3.65 Kips 1.2D+.5L+E 2 6x6x1/4 0.250 Unfactored From Model Design for Face 6.00 Pu= Mux= 2/3Mux= X-axis - 1.78 7.14 57.12 I i I I I Kips Ft-Kips In-Kips -·-----,-----·-· I I D+L Md+Ml+Me Metal Tk 0.250 I ~ ,._ ,, i Section Wgt/Ft I ! Y-axis I 19.003 Depth ..,._,.. ___ 6._0_0 _______ ~ E= 29500 Qvalue AISI Yield Fy= 46.00 Ag= 5.589 Anet= 5.589 Ix= 30.299 Sx= 10.100 Rx= 2.328 ly= 30.299 Sy= 10.100 Ry= 2.328 ZX= 12.41 LRFD Design .............. Cross Section Critical Buckling Values Eq. C4.1-1 Fe=3.1416"2*E/(KUR)"2 Fe= 9.025 Ksi "r. = 2.258 cfic=.85 Pn=AeFn if A< 1.5 then Fn = Fy * .658"(°r. "2) KxLx/Rx= Kyly/Ry= El= 893820.5 Ksi AISC Sec-C2 Kx= l 1.7 Ky= 1.7 Lx= 246.00 Ly= 246.00 1996 Edition AISI Specifications 179.64 179.64 Eq. C4-1 Eq. C4-2 Eq. C4-3 if "r-. > 1.5 then Fn = Fy * (.877/"r-."2) Section strength Eq. C4-2 Eq.C4-3 Eq. C4-1 Eq.C5-1 Orthogonal Effects .3Me 0 Mp= 570.7 Fn= 7.915 Ksi My=SgFy 464.584 Mn=SeFy Ob=.95 Pn= 44.24 Kips Mn= 464.58 cficPn= 37.60 Kips cfibMn= 441.36 ASD Ma= 278.760 Design Check for both Axial Load And Combined Axial + Seismic Pu/<JicPn + CmMux/( <JibMnx<Jinx) <= 1.08 Kips-Factored Pu/<t>cPn= In-Kips CmMux/(cJ.:,bMnxcJ.:,nx)= .3CmMuy/(<libMnycfiny)= Factored Design Ratio = Dead + Live Load Only Design Check 0.047 0.114 0.000 0.161 Ok Pu/cJ.:,cPn= Static Load only 0.047 Ok O= Pd+Pl+OPe = Seismic Puf-I>Pn ...... Column Capacity .............................. . 26,331 Pounds Un factored In-Kips In-Kips In-Kips In-Kips Pe=n"2Elb/(Kblb )"2 Pe= 50.441 <linx=(1-Pu/Pe) cfinx= 0.965 2.8 2.16 0.057 AISC 8 Kips Ok Tubular Column Design Check Page:,__ ___ j Date: 11/3/2002 ID No. l#'TW~IZ. 0/1..f.JMfJ Column Description: Live Load Column Wall Tk. Sect. 6x6x1/4 Factored Pull= 7 Kips 1.2O+1.6L 6x6x1/4 ] 0.250 Unfactored From Model Design for Face 6.00 Pu= Mux= 2/3Mux= X-axis - 3.41 0.00 0.00 ! I I I i Kips Ft-Kips In-Kips -------,-------- D+L Md+Ml+Me Metal Tk 0.250 i i i ... ~ ,, I I ! Y-axis Section Wgt/Ft j 19.003 Depth k--11---6;:.,:c • ..:..oo::__ __ _ E= 29500 Q value AISI Yield Fy= 46.00 Ag= 5.589 Anet= 5.589 Ix= 30.299 Sx= 10.100 Rx= 2.328 ly= 30.299 Sy= 10.100 Ry= 2.328 Zx= 12.41 LRFD Design ............. . Cross Section Critical Buckling Values Eq. C4.1-1 Fe=3.1416"2*E/(KUR)"2 Fe= 9.025 Ksi °l\ = 2.258 cfic=.85 Pn=AeFn if 11. < 1.5 then Fn = Fy * .658"(°1\"2) Kxlx/Rx= KyLy/Ry= El= 893820.5 Ksi AISCSec-C2 Kx= CI] Ky= 7 Lx = 246.00 Ly= 246.00 1996 Edition AISI Specifications 179.64 179.64 Eq. C4-1 Eq. C4-2 Eq. C4-3 if °l\ > 1.5 then Fn = Fy * (.877/11."2) Section strength Eq. C4-2 Eq.C4-3 Eq. C4-1 Eq.C5-1 Orthogonal Effects .3Me 0 Mp= 570.7 Fn= 7.915 Ksi My=SgFy 464.584 Mn=SeFy Ob=.95 Pn= 44.24 Kips Mn= 464.58 cficPn= 37.60 Kips 4'bMn= 441.36 ASD Ma= 278.760 Design Check for both Axial Load And Combined Axial + Seismic Pu/'PcPn + CmMux/( cfibMnx'Pnx) <= 1.08 Kips-Factored Pu/'PcPn= In-Kips CmMux/(4'bMnx4'nx)= .3CmMuy/('PbMny4'ny)= Factored Design Ratio = Dead + Live Load Only Design Check 0.091 0.000 0.000 0.091 Ok Pu/cf,cPn= Static Load only 0.091 Ok O= Pd+Pl+JPe = Seismic Pu/cf>Pn ...... Column Capacity .............................. . 26,331 Pounds Un factored In-Kips In-Kips In-Kips In-Kips Pe=TI"2Elb/(KbLb )"2 Pe= 50.441 cj,nx=(1-Pu/Pe) 'Pnx= 0.932 2.8 2.16 0.057 AISC8 Kips Ok 2 End Walls 21 Foot Worst Case Column No of Tension Braces 1 Length 23.67 V from Seismic sheet per brace !J = 2.8 V= !JV= 6.4 17.92 Check Brace Size Brace: C3x4.1 An= Fy= 1.21 50 Ta= An*.6*Fy*1.33 Shear Walls I I A 1 ... 13.01 ... 1 Foot Bay Kips per bay kips in"2 ksi 1.71 Ta = 48.279 kips Section A 2 Check Welds Fv = .4*Fu Fv= F =T / Aw OK 24 Weld Length 9 inches Fillet size 0.1875 inches Fu 60 ksi kips Th= Tv= cj, = Weld of Channel to Plate Aw= .707*L*t ksi Aw= F= 1.193 15.02 OK kips V Wall Panels welded to columns Roof panel Pre-cast Weld per Mfg. Std. Column Channel brace Wall panel Pre-cast 28.379 degrees in"2 ksi 9.28 kips 15.33 kips Weld of Plate to Column Column ---H-l==1 I Section Modulus of Weld Sx= bd"2/6 Sx= 1.473 Check Uplift at Column in"3 p Column 4 V .-------i-[J-·i--_t-____ _j_ ------.L. --- ' I !~ 7.75 I I ... ! ... Weld Length Th= 9.28 kips 10 inches Tv= 15.33 kips Fillet size M= 30.66 in-kips 0.25 inches Fu 60 ksi Fv =.4*Fu Fv= 24 ksi Aw = . 707*L *t Aw= 1.768 in"2 Fr= V Fv"2 + Fh"2 + Fm"2 Fv= 8.67 Fh = 5.25 Fm= 20.82 Fr= 23.15 OK P= 2.105 Tu= 2.00 Tu/bolt= 0.500 Hole spacing 4 inches 7.75 inches 12d limit on bolt spacing Bolt Dia.= 0.375 12*d = 4.5 Bolt values reduced by = Limit 4 Bolt tension value ....... . Bolt shear value ......... . R = Tub/Ta + VbNa ksi ksi ksi ksi kips kips Tu = Tv/(0*1.333) kips V= 2.49 kips Vb= 0.622 kips inches 2 .5 2 1/4 inches 0.89 Factor of Safety 4 0.978 kips 1.611 kips R = 0.8976 OK STRUCTURAL BEAM LOAD Date: 11/3/2002 Job Description: Beam: W6x16 Section Modulus Sx= 10.2 Moment of Inertia Ix= 32.1 Beam Spacing Spc= 11.63 Beam Loading Live = 10 Beam Wgt. Dead= 16 Beam Span In. Is= 195 Deflection Limit = 240 Deflection Limit Ls/Di 0.81 Load Beam End Moment Field Moment Beam Design CAPACITY Cephalon ln."3 ln."4 Ft. Psf Plf Inches In. Dead Psf 8.8 Foot Span 16.250 Plf Plf Lub= 1.78 1 Kip= End Moment 0 Ft-Kips Yield Fy= 50 Ksi 24 Kips 1000 Lbs Cb= 1.00 d/Af = 3.87 E= 29500 Fig= In. Unbraced Length Lateral Brace Spacing M1/M2 = 1 Connservative Fb = 12 x 10"3 Cb/ ( Ld/Af) Fb = 129.20 Ksi Fb = .6* Fy Fb = 30 Ksi Max. Mb = W * L 11. 2 I 8 -End Moment M =Sx * Fb In. Kips Mb= 92.9 Min Fb= Mall= 30 Ksi 306.00 ln.-Kips 7.7 25.5 Maximum Allowable Uniform Loading On Beam Ft-Kips Ft-Kips Structural Shapes Only ASD Method of Design--AISC W = (Me+M) * 8 I L "2 Bending Moment W= 0.064 Kips/In. Wt= Delta= 5 * W * L 11.41354 * E * I Actual Delta= 0.193 In. Delta Limit DI = Capacity Required Beams W = Actual beam stress capacity wa= Beam capacity based on deflection limit Wd= Prepared By:Kt Wood, Eogr 12,554 Pounds/Beam 0.813 1,890 Pounds/beam 12,554 Pounds/beam 7,969 Pounds/beam In. Ok Ok Ok Wu Psf 10 66.4 42.2 Load-Carrying Capacity for Concrete Slabs on Grade 1997 Journal of Structural Engineering Article R1 R2 / / I \~ Effective slab development for load support Plate Size I ! \ \ \ ·, · ...... ,. Width 6.75 ..._._. .. __ __ . .,,,, Depth 9 _.,,./· _,,, \ \ I ! I I The radius R1 will be the smaller value of the base plate dimensions Determine slab capacity when the slab thickness is given Pu= 1.72x (k2 R1 / Ecx 10A4+3.6 )ftdA2 R1 = 3.375 Inches 85.725 D= 4 Inches 101.6 k2= 80 pci 0.0217 Ee= 2800 ksi 19310.3 ft= 80 psi 0.552 Safety Factor 2 Set by engineer Calculated Pu= 10 Kips 44709 Pa= Pu/FS (Eq 34) MM MM N/mmA3 N/mmA2 N/mmA2 N Pa= 5.03 Pactual = 3.56 Kips kips Maximum column loading Ok Determine the slab thickness when the load is given Eq.35 d= ~s Pu I ( 1.72 ( k2 R1 / Ee x 10A4 + 3.6) ft Design Loading 3.54 Kips 15745.9 N 85.27 MM Soil description Dry to moist-medium density Slab thickness Sub-grade modulus Modulus of elasticity Tensile strength of concrete Ultimate load Pu= d= d= 3.36 Inches Slab thickness to support column loading I I I I I I I I I I I I I I I I I I I DARYL K. JAMES & ASSOCIATES, INC. ~ A Fire Code Resource FIRE PROTECTION TECHNICAL OPINION & REPORT GEN-VAULT 2101 Faraday Avenue Carlal,ad, CA 92008 205 Colina Terrace Vle;ta, CA 92084 T (760) 724-7001 F (760) 724-7047 C ~(§)~~~2. I I I I I I I I I I I I I I I I I , ' DARYL K. JAMES & ASSOCIATES, INC. -A Fire Code Resource August 26, 2002 Carlsbad Fire Department 1935 Faraday Avenue Carlsbad, CA 92008 Re: Project: Revised Fire Protection Technical Opinion & Report Gen-Vault Fire-Resistive Vault & Adjacent Clean Assembly Room 2101 Faraday Avenue Carlsbad, CA 92008 · I OVERVIEW Daryl K. James & Associates, Inc. has prepared the information presented herein at the request of Smith Consulting Architects, on behalf of the Gen-Vault. This Fire Protection Technical Opinion & Report addresses conditions applicable to the addition of a new fire-resistant vault for the storage of DNA plates and a clean assembly room to an existing occupancy for compliance with the 1998 editions of the California Building Code, California Fire Code and the most current editions of nationally recognized standards as they relate to the described uses and occupancies. II DESIGN TEAM Code research conducted in support of the development of this report is based on data provided to Daryl K. James by the following design team contacts: Smith Consulting Architects Tom Lamore 858/793-4777 Gen-Vault Mitch Eggers, CEO James Davis, Ph.D. VP, Bioscience 760/268-5200 I I I I I I I I I I I I I I I I I I I DARYL K. JAMES & ASSOCIATES, INC. -A Fire Code Resource Gen-Vault Page 2 of 11 III SCOPE/PROJECT DESCRIPTION Section XII of.this report specifically details the proposed addition the Fire Resistive Vault and Clean Assembly Room within an existing building presently occupied by Gen-Vault. Review of such plans and documents for the conditions and requirements addressed herein is outside the scope of this report. Discrepancies between the information presented herein and actual conditions presented on the plans are the sole responsibiiity of the Gen-Vault. Verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this statement. Daryl K. James & Associates, Inc. will demonstrate, through code references that the proposed tenant improvement will be in full compliance with the 1998 editions of the California Building Code, California Fire Code and California Mechanical Code as they relate to the described uses and occupancies. The protection plan presented to you is complete and provides an adequate level of fire and life safety to the occupants of the building. IV PURPOSE OF REPORT 1. Identify and develop methods of protection from hazards presented by hazardous materials in storage and in use within the building. 2. Provide information relative to the acceptance of technologies, processes, products, facility materials and uses attending the design, operation or use of the buildings and premises. V REPORT ELEMENTS 1. Provide a chemical analysis, Hazardous Materials Inventory Statement and Comparative Summary of Hazardous Materials to California Building Code Tables 3-D & 3-E. 2. Detail methods of isolation, separation, containment or protection of hazardous materials or processes, including appropriate systems design requirements. 3. Set limitations or conditions of operations necessary to achieve and maintain control of hazardous materials or operations and recommend mitigation of hazards and compliance with applicable code requirements. 4. Present an analysis of the design, operation and use of the building or premises. 5. Outline general safety procedures for occupant safety and building protection. 6. Prepare an opinion as to compliance with the 1998 editions of the California Building Code, California Fire Code, California Mechanical Code and recognized standards as they relate to described uses and occupancies. I I I I I I I I I I I I I I I I I I I DARYL K. JAMES & A560CIATE6, INC. -A Fire Code Reeource Gen-Vault Page 3 of 11 VI CODE ANALYSISllECHNICAL REFERENCES The purpose of the Code Analysis is to provide the GenVault design team with technical information and guidelines applicable to both design and maintenance. The following applicable codes and standards have been referenced for this evaluation: • 1998 California Building Code (CBC) & Handbook • 1998 California Fire Code (CFC) • 1998 California Mechanical Code (CMC) & Handbook • Fire Protection Handbook Eighteenth Edition • 1999 National Fire Protection Association Standard (NFPA) 13 Sprinkler Design • 1999 National Fire Protection Association Standard 13 Handbook • 2000 National Fire Protection Association Standard (NFP A) 45 Laboratories • 1999 National Fire Protection Association Standard (NFPA).115 Lasers VII BUILDING DATA Building Type: Aggregate Building Area: Stories: Office Area: Bio Chem Lab: Laser Room: Engineering Lab: Assembly Area (Cleanroom): Vault Room: Vault System: Occupancy Classification: VIII BIOCHEM LABORATORY Classification III-N 64,946 ft2• 2 20,216 ft2 1,715 ft2 495 ft2 2,607 ft2 1,056 ft2 1,715 ft2 1,000 ft2 GroupB Laboratory unit is classified as Class D (Minimal Fire Hazard), as per the quantities of flammable and combustible liquids specified in NFP A 45 Table 2.2.1 (a). (Technical Reference No. 1) Laboratory a Group B, is not required to be separated from adjacent Group B Occupancies, as per CBC Section 304.2.2.1. (Technical Reference No. 2) Hazardous Materials Evaluation The Hazardous Materials Inventory Statement (HMIS) used to compile the following Comparative Summary of Hazardous.Materials to Exempt Amounts Table is based on inventory listings provided by Gen-Vault. I I I I ·I I I I I I I I I I I I I I I DARYL K. JAMES & ASSOCIATES, INC. -A Fire Code Resource Gen-Vault Page4 of 11 H azar ous ateria ventorv tatement d M 'lsln s Materials Storage Amt State Open Use Closed Use Cabinet YIN Classification Acetone 1 gal L 10ml -y Class I-B Irr Methvl Alcohol 1 gal L 10ml -y Class I-B, Irr Acetonitrile 1 gal L 10ml -y Class I-B, Irr Formamide 1 qt L 10ml -y Class III-B, Irr, 0hh Ethvl Alcohol 1 gal L 10ml -y Class I-B Irr, 0hh Adhesive 16oz. L 10ml -N Class I-B Irr, 0hh Phvsical H azar ous atena s d M . IC omparative s ummarvto E xempt A mounts Hazard Classification Storage CBC Storage Closed Use CBC Closed Use Amt ExemvtAmts Exempt Amts Class I-B 4 gals 120 gal -120 gal Class III-B .25 gals 240 gal -240 gal H lthH ea azar ous a eria d Mt 'lsC ti s ompara ve t E ummary o xemp Hazard Classification Storage CBC Storage Closed Use CBC Closed Use Amt Exempt Amt Exempt Amts Irritants 5.25 gal NL -NL Ohh 1.25 gal NL -NL Worst-case scenario. All products will not be used at the same time. Laboratory Classification-Group B Occupancy Open Use CBC Open Use ExemptAmts *50ml 30 gal *!0ml 60 gal tA moun ts Open Use CBC Open Use Exempt Amts *50ml 1,000 gals *20ml 1,000 gals Storage/Use ExemptAmts 120 gals 240 gals Storage/Use Exempt Amts NL NL Aggregate quantities of materials for storage and use identified in the Comparative Summary of Hazardous Materials To Exempt Amounts, are well within allowable exempt amounts in accordance with the California Building Code per Table 3-D, (Exempt Amounts of Hazardous Materials Presenting a Physical Hazard Table) and Table 3-E, (Exempt Amounts of Hazardous Materials Presenting a Health Hazard) (Technical Reference No. 3) All materials will be stored in containers not to exceed 4 liters (approximately 1 gallon) capacity and will be stored in approved flammable liquids and hazardous materials storage cabinets as indicated in the HMIS. As illustrated in the HMIS, very small amounts of such materials will be in open use at any one time ( <1 gal) therefore, containment and spill control is not required. Flammable liquid storage cabinets and hazardous materials storage cabinets shall be in accordance with CFC Sections 7902.5.9 and 8001.10.6. (Technical Reference No. 4) Laboratory units are classified as Fire Hazard Class D. In accordance with NFP A 45 Table 2.2. l(a), the maximum quantity of flammable and combustible liquids in laboratory units outside of flammable liquid storage cabinets shall be limited to 1.1 gallons of Class I, II and ill-A liquids per 100 sq. ft. of laboratory area or 75 gallons. The maximum quantity of flammable and combustible liquids total including liquids in flammable liquids cabinets shall not exceed 2 gallons per 100 sq. ft oflaboratory area or 150 gallons. I I I I I I I I I I I I I I I I :I I I Gen-Vault Page 5 of 11 DARYL K. JAMES & A550CIATE5, INC. -A Fire Code Reaource IX LASER ROOM Classification Based on the ability of the primary laser beam or reflected primary laser beam to cause biological damage to the eye or skin during intended use, it has been determined that laser operations be classified as Class 3 as per the American National Standards Institute classification system. Lasers are not of the embedded type. As per 3-322 of the Fire Protection Handbook, Class 3 includes medium-powered laser devices that are capable of causing eye damage with short-duration exposures to the direct of specularly r~flected beam. Electrical Hazards Electrical safety devices such as fuses, circuit breakers, insulation, grounding devices and interlocks can effectively control electrical hazards commonly associated with lasers of all types. In the event that capa:citors are used, precaution must be taken to prevent shorting or internal electrical faults, which can cause capacitor rupture, fires or explosions. Capacitors should be isolated within screens, shields, barriers, or uninhabited rooms designed to protect against shock, bums and fire, and contain fragments from an explosive capacitor failure. Covers or doors to capacitors should be interlocked to prevent charging (when open) by dumping and grounding the capacitors. Laser Beam Hazards & Preventive Measures Although some Class 3 lasers typically are not considered to be beam ignition hazards, the following administrative precautions are most effective in fire prevention: • The beam intensity profile and alignment should be verified prior to use. • Appropriate bean stop materials should be in place. • Adjacent materials should be noncombustible. • Prior to the operation of a laser, all appropriate personnel should be familiar with emergency procedures, including exit locations, use of fire extinguishers, and laser shutdown procedures. Efforts should be made to ensure that the responding fire department is aware of the hazards of the lasers. • It is imperative that all persons working with a laser be thoroughly instructed in the nature of the hazards and in the operation of the fire-fighting equipment provided. • Instructions should be augmented by frequent drills so that proper action can be taken immediately upon the occurrence of hazardous conditions. Instructions and drills should be so comprehensive and specific that no time is lost in considering alternative procedures or other decision making. • All personnel working with and using a laser should be trained on how to immediately shut down and de-energize the laser. I I I I. I- I I I I I I I I I I I I I I DARYL.K. JAMES & A550CIATE5, INC. -A Fire Code Reaouroe Gen-Vault Page 6 of 11 Flammable Liquids Flammable liquids are not used in this process. Maximum amount of non-flammable/non- hazardous adhesives used in this process </=10 ml. In order to use Class I, II or ill-A liquid adhesives, 6 air changes at the point of generation shall be provided in accordance with CBC Section 1202.2.2. · Flammable & Reactive Gas Hazards Compressed gases are not present in this room. (Technical Reference No. 5) X ENGINEERING LAB Robotic assembly, wash and packaging of DNA pellets are conducted at workstations. Maximum amount of non-flammable/non-hazardous adhesives used in this process </=10 ml. In order to use Class I, II or III-A liquid adhesives, 6 air changes at the point of generation shall be provided in accordance with CBC Section 1202.2.2. XI BIOCHEM LABS Ventilation Mechanical ventilation shall be provided by the use of a local exhaust fume hood subject to the approval of the local AHJ. Laboratory hood specifications will be submitted as a part of the plan submittal package. When flammable vapors are exhausted through hood and duct systems, the ducting system· is defined as a product-conveying duct system however, if the concentration of flammable vapor is maintained at 10% or less of the lower flammability limit, the requirements of product-conveying duct systems are not applicable. The following method was used to determine the cubic feet per minute (CFM) needed to maintain the flammable vapors at or below 10% of the lower flammability limit (LFL): Cubic feet of vapor from 1 gallon ofliquid = 8.33 x specific gravity of liquid .075 x vapor density of vapor Or, vapor equivalent of 1 gallon is = 111 x specific gravity Vapor density CFM for 10% LFL = ( 111 x specific gravity) x ( 100-10%LFL) x evaporation of gallons per minute Vapor density 10%LFL The maximum container size dispensed from </= 1 liter (.26 gallons) and assumed evaporation rate is 8 minutes. Evaporation rate is .0325 gallons per minute. CFM Requirements for 10% LFL bv Flammable Liquid Materials Chemical LFL Svecific Gravitv Vavor Densitv CFM Required Acetone 2.5 .8 2 563 Ethyl Alcohol 3.3 .789 1.594 539 Methyl Alcohol 6 .8 1.1 436 Acetonitrile 3. .786 1.42 663 I I I I I I I I I I I I I I I I I I I Gen-Vault Page 7 of 1 r-· DARYL K. JAMES & ASSOCIATES, INC. -A Fire Code Resource As shown in mechanical drawings, exhaust ventilation per fume hood, the CFM provided will maintain 10% or less of the LFL of all flammable and combustible liquids dispensed. Therefore, the requirements of CMC Section 505 .1 and 609. 7 are not applicable. In addition, fire sprinklers will not be required in the hood and ducting. (Technical Reference No. 6) • Air pressure in the laboratory work areas shall be negative with respect to corridors and non-laboratory areas except when static air pressure undergoes momentary variations as the ventilation system components respond to door openings, changes in laboratory hood sash positions, and other activities that can for a short term affect the static pressure. • The location of air supply diffusion devices shall be chosen to avoid currents that would adversely affect the performance of laboratory hoods, exhaust systems, and fire detection or extinguishing systems. • Ducts from laboratory hoods and from local exhaust systems shall be constructed entirely of noncombustible materials, adequate strength as per CMC Table 5-B/5-C and rigidity to meet the conditions of service and installation requirements and shall be protected against mechanical damage. Penetration of fire walls or roof ceiling assemblies must comply with CBC Section 710. • Flexible connectors containing pockets in which conveyed material could collect shall be used in any concealed space or where strong oxidizing chemicals are used. • Fans shall be selected to meet fire, explosion and corrosive requirements and arranged so as to afford ready access for repairs, cleaning, inspection, and maintenance. • Fan conveying both corrosive and flammable or combustible materials shall be permitted to be lined with or constructed of corrosion-resistant materials having a flame spread index of 25 or less when tested in accordance with NFPA 255, Standard Method of Test of Surface Burning Characteristics of Building Materials. • Fans shall be marked with an arrow or other means to indicate proper direction or rotation and with the location of laboratory hoods and exhaust systems served. • Hood interior shall have a flame-spread index of 25 or less when tested in accordance with NFPA 255, Standard Method of Test of Surface Burning Characteristics of Building Materials unless provided with fire sprinklers. • Baffles shall be constructed so that they are unable to be adjusted to materially restrict the volume of air exhausted through the hood. • Hoods shall be provided with a means of containing minor spills. • In installations where services and controls are within the hood, additional electrical disconnects shall be located within 50 ft. of the hood and shall be accessible and clearly marked except if electrical receptacles are located external to the hood, no additional electrical disconnect shall be required. I I I I I I I I I I I I I I I I I I I Gen-Vault Page 8 of 1 r DARYL K. JAMES & A660CIATE6, INC. -A Fire Code Reaource • A flow monitor shall be installed on each new laboratory hood and existing hoods whenever any modifications or changes are made that can affect laboratory unit ventilation or the airflow through exiting lab. • Hoods shall be located in areas of minimum air turbulence. For new installations laboratory hoods shall not be located adjacent to a single means of access to an exit or high-traffic areas. • Workstations where personnel will spend much of their working day such as desks or microscope benches shall not be located directly in front of laboratory hood openings. • Laboratory hood interiors shall be considered as unclassified electrically with respect to Article 500 of NFPA 70. • Automatic fire dampers shall not be used in laboratory hood exhaust systems. Fire detection and alarm systems shall not be interlocked to automatically shut down hood exhaust fans. • Special use hoods and special use local exhaust systems shall be identified to indicate their intended use. • A sign shall be affixed to each hood or a log containing the following from last inspection: • Inspection interval (annually) • Last inspection date • Average face velocity • Location of fan that serves hood • Inspector's name • The following inspections and tests, as applicable shall be made: • Visual inspection of the physical condition of hood interior, sash, and ductwork • Flow monitor • Low airflow and loss-of-airflow alarms at each alarm location • Face velocity • Verification of inward airflow over the entire hood face • Changes in work area conditions that might affect hood performance. • Fixed fire extinguishing systems protecting filters shall be inspected quarterly for accumulation of deposits on nozzles. Fire Prevention • Transfer of Class I liquids to smaller containers from bulk storage container not exceeding 5 gallons in capacity inside a laboratory shall be made: • In a hood or in an area provided with ventilation adequate to prevent accumulations of flammable vapor/air mixtures from exceeding 25% of the LFL I I I I I I I I I I I I I I I I I I I Gen-Vault Page 9 of ll DARYL K. JAMES & ASSOCIATES, INC. -A Fire Code Reaouroe • Class I liquids shall not be transferred between conductive containers or greater than I. I gal capacity unless the containers are electrically interconnected by direct bonding or by indirect bonding through a common grounding system. • Chemical inventories shall be maintained within the prescribed capacities of the storage facility. • Incompatible materials shall be segregated to prevent accidental contact with one another. • Containers of materials that might become hazardous upon prolonged storage shall be dated when first opened. At the end of 6 months, the material shall be evaluated or tested for continued safe use. Material found to be safe or that can be treated to 1:11ake it safe shall be permitted to be re-dated and retained for an additional 6-month period. All other material shall be safely discarded. • Storage cabinets used in laboratories shall not be required to be vented for fire protection purposes. Identification of Entrances Entrances to laboratory. units, laboratory work areas, storage areas, and associated facilities shall be identified by signs to warn emergency response personnel. of unusual or severe hazards that are not directly related to the fire hazard of contents. The hazards shall be communicated in the plans for fire fighting. Labeling of Containers Content identification, including precautionary information, shall be provided directly on all original containers of materials that become hazardous upon prolonged storage. Containers shall be dated when first opened to facilitate hazard control. Exhaust Systems Shall be identified to warn personnel of potential hazards. Automatic Fire Protection An automatic fire extinguishing system for protection of the laboratories shall be designed in accordance with NFPA 13, Section 7-10.7(2) and NFPA 45 Section 4-2. l(b) for an Ordinary Hazard Group I Occupancy (minimum density .15/1500) (Technical Reference #7) System design for areas such as offices, lunch/fitness rooms and conference areas shall be Light Hazard (min. density. 10/1500). Sprinklers in light hazard occupancies shall be quick-response. The maximum floor area on any one floor to be protected by sprinklers supplied by any one sprinkler system riser shall be 52,000 square feet for Light and Ordinary Hazard. I I I I I I I I I I I I I I I I I I· I Gen-Vault Page 10 of 11 DARYL K. JAMES & A550CIATE5, INC. -A Fire Code Reaouroe XII FIRE RESISTIVE VAULT &ADJACENT CLEAN ASSEMBLY AREAS No Special Hazards No chemicals or reagents will be permitted, therefore, no proposed special hazardous conditions presenting physical or health hazards will occur in the assembly or vault areas. The assembly area will be filtered air, Class 100,000 white room that can maintain a particle level of fewer than 100,000 particles larger than 0.5 micrometer in size per cu ft of air with limited access equipped with conventional laboratory robotics for multi-well plate handling and modified laboratory robots for individual sample transfer from one plate to another. Vault area will contain commercially available robots and storage systems. Access to the vault will be only in the event of routine maintenance or mechanical failure. Construction The Vault will be constructed as class 125 fireproof as per manufacturer's listing sheets submitted as part of the plan submittal package. The fire resistive vault will be separated by all other areas by a minimum of one-hour fire resistive construction. A fire door between the vault and adjacent assembly area will seal upon activation of a smoke detector. A hold open device will be connected to light switch to verify door closes when lights are turned off, or power failure. A self-closing 20- minute fire rated exit door will provide egress into the hallway. Operations Dried blood on a commercially available solid support material proven to inactivate all blood borne pathogens will be handled in the assembly area. Individual blood samples will be contained in sealed polystyrene containers inside the Vault. The assembly area will be used to remove samples from polystyrene multi-sample holders for assembly into a sealed polystyrene holder for shipment to end-user. Polystyrene Container Storage The storage of polystyrene containers will be stored in cabinets and will not constitute a high piled storage array. Fire Protection Vault A FE227 fire suppression system will be provided due to the presence of DNA. HV AC shall shutdown upon activation of the fire suppression system. Gaseous fire suppression systems are not sutistitutes for automatic sprinkler protection. Elimination of a wet sprinkler system as a backup for the gas suppression system is subject to the pre-approval by the authority having jurisdiction. Automatic Fire Protection Clean Assembly Area An automatic fire extinguishing system for protection of the assembly area shall be designed as existing labs in accordance with NFPA 13, Section 7-10.7(2) and NFPA 45 Section 4-2. l(b) for an Ordinary Hazard Group I Occupancy (minimum density .15/1500) Care should be taken to ensure that sprinklers are located where they are not obstructed by overhead equipment so that heat will be satisfactorily collected for reliable operation of the sprinkler. I I I I I I I I I I I I I I I I I I I Gen-Vault Page 11 of 11 -DARYL K. JAMES & ASSOCIATES, INC. -A Fire Code Ree;ource XIII EGRESS SYSTEM The building will comply with applicable Code requirements for egress. Occupants in laboratories having an area in excess of 200 sq. ft. shall have access to at least two exits or access doors from the room and all portions of the room shall be within 75 feet of an exit or exit-access door. The basic layout of the building is in conformance with the exiting and egress requirements of Article 10 of the 1998 CBC. No point in the building is there more than 250 feet travel distance from an exit. All exit doors are at least 3 feet wide, 6' 8" in height, and proper exit signs over each exit doorway will be provided. An exiting system plan will be provided in the architectural plans submitted by Smith Consulting Architects for review. XIV ACCESS ROADWAYS Access roadways with a minimum width of20 feet are required as per CFC Section 902.2.2.1 and will be maintained within 150 feet of all portions of the building's exterior walls. XV HYDRANTS, FIRE DEPARTMENT CONNECTION AND SPRINKLER VALVES A 3-foot clear space will be maintained around the circumference of fire department equipment. All equipment will be maintained operable. XVI OPINION Based on the code research conducted in support of the development of this fire protection plan, and the recommendations provided herein, it is our opinion that this facility will be in full compliance with the 1998 editions of the California Building Code, California Fire Code, California Mechanical Code and recognized standards as they relate to the described use and occupancy. We feel this fire protection plan is complete and provides an adequate level of fire and life safety for the occupants of the building. If, after reviewing this report, you have any questions or comments, or you are in need of further information, please do not hesitate to contact me. We look forward to working with you to resolve any issues that may arise, and will be awaiting your response. Thank you. I I I I I I I I I I I I I I I I I I :~ TECHNICAL REFERENCE #1 I I I I I I I I I I I I I I I I I I I LABORATORY UNIT HAZARD CLASSIFICATION 45-7 1.4.63* Storage Cabinet. A cabinet for the storage offlamrna- ble and combustible liquids constructed in accordance with Secuon 4.3 of NFPA 30, Flammable and Combustible Liquids Code. 1.4.64 Street Floor. Any story or floor level accessible from the street or from outside the building at ground level with noor level at the main entrance not more than three risers above or below ground level at these points, and arranged and uulized to qualify as the main floor. Where, due to differences 111 street levels, there are rwo or IT)ore stories accessible from the street, each 1s a street floor for the purposes of the Life Safely CorJ./i). Where there is no floor level within the specified limits for a street floor above or below ground level, the build- ing shall be considered as having no street floor. 1.4.65• Unattended Laboratory Operation. A laboratory pro- cedure or operation at which there is no person present who 1s knowledgeable regarding the operation and emergency shutdown procedures. Chapter 2 Laboratory Unit Hazard Classification 2.1 Scope. This chapter shall classify laboratory units based on the amount of flammable and combustible liquids or tlam- mable gases contained within the unit, both in storage and in use. This chapter also shall define the existence of an explo- sion hazard in a laboratory unit or in a laboratory work drea. This chapter shall further define limitations on instructional laboratory units. 2.2 Laboratory Unit Fire Hazard Classification. 2.2.1 * Classifications. Laboratory units shall be classified as Class A (High Fire Hazard), Class B (Moderate Fire Hazard), Class C (Low Fire Hazard), or Class D (Minimal Fire Hazard). according to the quantities of flammable and combustible liq- uids specified in Table 2.2. J (a) and Table 2.2. J (b). (See Appe11- . dix D for. further information on laboratory unit fire hazard classification.) Table 2.2.1 (a) Maximum Quantities of Flammable and Combustible Llquids and Llquefied Flammable Gases in Spri.nk.lered Laboratory Un.its Outside of Inside Llqui9 Storage Areas Excluding Quantities in T Including Quantities in Storage Cabinetst or Safety Cans Storage Cabinets: or Safety Cans Max. Quantityil Max. Quantity'1 per 9.3 m2 Max. Quantityil per 9.3 m2 Max. Quantity" (100ft2)of per (100 ft2) of per Laboratory Unit Flammable and Laboratory Unit Laboratory Unit Laboratory Unit Laboratory Unit Fire Hazard Combustible Class Llquid Class§ L gal L gal L gal L gal A It 38 10 2270 600 76 20 4540 1200 J1, ll, and IllA 76 20 3028 800 150 40 6060 1600 B Jt 20 5 1136 300 38 10 2270 600 J1, 11, and IIIA 38 IO 1~1.5 40Q 76 20 3028 800 C Jt 7.5 2 570 150 15 4 1136 300 Jt, II, and IIIA 15 4 757 200 30 8 1515 400 D Jt 4 l.J 284 75 7.5 2 570 150 Jt, II, and IIIA 4 1.1 284 75 7.5 2 570 150 'Thi, category includes Class I flammable liquids and liquefied flammable gases. :see description of containers in Table 4.2.3 and description of storage cabinets in Seccion 4.3, both of NFPA 30, Flammabk and Combustible /.iqwds Coae >See '2.2.1.S and 8.1.6.5. 'For maximum container sizes, see Table 7.2.3.2. 2000 Edi11on I I I I I I I I I I I I I I I I I I I APPENDIX A 45-21 .'ff PA 704, Standard System for the Identification of the Hazards _.; .\fotmals for Emergency Response, 1996 edition. '\' FPA 750, Standard on Water Mist Fire Protection Systems, 2000 cdiuon , FP . .i. 80 l. Standard for Fire Protection for Facilities Handling Na.a1oarnve Matenals, 1998 edition. \.'FPA 1962, Standard for the Care, Use, and Srn;ice Testing of Fm Hose Including Couplings and Nau.I.es, 1998 edition. 11 I 2 OLher Publications, 11.1.2.1 A.IHA Publication. American Industrial Hygiene .-\.ssomuon, 2700 Prosperity Ave., Suite 250, Fairfax, YA :??03 I -43 I 9 -\.. \SI ,'Al HA Z9.5, Laboratory Ventilation, 1992. 11.1 '2.2 ASME Publication. American Society of Mechanical E:~g1ncns, 345 East 47th Street, New York, NY 10017. "..5.\.! E 801/er and Pressure Vessel Code, Section VlIJ, I 995. 11.1.2.3 ASTM Publication. American Society for Testing .,:·C' \1atrnals. 100 Barr Harbor Drive, West Conshohocken, ?.i. ::'428-2959 0..ST\1 D 5. Standard Tes/ Method for Penetration of Bituminous \iawnc/.J, ! 99~ Appendix A Explanatory Material '?O(l1d1x .-\ ts no/ a par/ of the requirements of this NFPA docu- "1<'111 0111 LS included for infrmnaoonal purposes only. This appendix .:mrnm.s explcinatary material, numbered to correspond with the appli- . able 1a1 paragraph.s ,>,. I I 3 Ste Figure A l. l .3 for determining the applicability o: '-'FP.i.. 45 to a lab setting. Existing laboratories using chem- ,·:3!s :nat are not 1n compliance with this standard should be wum11teo 10 be conunued in use if they provide protection :c, 1:ic end ad101n1ng property that is equivalent to that in this ~:c.:no3ra ,>..1.3.2 Table Al 3.2 gives some considerations fordetermin- .:;5 ,,·n,ch document (NFPA 45 or NFPA 99, Standard/or Health '-..Or< fan111iesi should be consulted first when designing or .J?c:2ung a laboratory A. l .4. 2 Approved. The National Fire Protection Association a-.ks not approve, inspect, or certify any installations, proce- ::_, n equipment. or matertals; nor does it approve or evalu- _,;, ,nung laboralOrtes. In determining the acceptability of ··.sta!lat!ons. procedures, equipment, or materials, the author- '.\ :1;;11ng JL1md1rnon may base acceptance on compliance .,.:n '-:FP . .i. or ocher appropriate standards. In the absence of ,..,c: standards, sa,d authority may require evidence of proper .nstallauon, procedure, or use. The authority havingjurisdic- :.,_.,r. ma, also refer to the listings or labeling practices of an .. ?an,,auon that 11 concerned with product evaluations and is ·-: .,, H, a pos1uon lO determine <;ompliance with appropriate ,· .. ,.nauas for the current production of listed items. FIGUREA.J.1.3 Guide for determlning the applicability of NFPA 45 to a laboratory setting. Does your laboratory use No You are outs1oe llammable or hazardous Ille scope 01 chemicals? NFPA 45 Yes Do you have more than 4L ( 1.1 gal) ol flammable or No You are outs,oe combustible li~uid or more than ihe scope ol 2.2 standard m (75 standard 113) ~FPA 45 of flammable gas in your laboratol)' unit? Yes Are you using lhese chemicals No You are outs,oe in nonp1oduclion chemical lhe scope of manipulalions on a laboralory-NFPA 45 scale? See NFPA 30 Yes Using NFPA 704, do any ol No You are outs,oe your chemicals have a Health, lhe scope 01 Flammability, or Reaclivity NFPA 45 Hazard of 2 or greate1? Yes NFPA 45 ,s tne Is your laboratory in Yes basic oocumen1 a health care occupancy? See also NFPA 99 for more stringent requ,remen1s No You are covered by the scope of NFPA 45. Go lo Tables 2.2.1 (a) and 2.2. 1 (b) to find your Laboratory Unil Fire Haza1d Class. Table A.1.3.2 Use of NFPA Docwnents for Laboratories Location of Laboratory Laboratory in a building with inpatients Laboratory in a building with ·o·utpatients· incapable of self- preservation LaboralOry in a building with outpatients capable ofself- preservation AJI other laboratories Primary Refereoce Document 99 99 45 45 2000 Eo,1,0~ I I I I I I I - I I I I I I I I I I I TECHNICAL REFERENCE #2 I I I I I I I I I I I I I I I I I I I 303.9 304.7 For amusement building alarm systems, see Section 408.5.1. t ~ 303.10 [For SFMJ Public Address System. Pursuant to t X Health and Safety Code Section 13108.9, a public address system t c with an emergency backup power system shall be required for all L ~ buildings or structures constructed on or after July 1, 1991, ~ ~ which are intended for public assemblies of 10,000 or more per- L c sons. L A t X Existing buildings or structures intended for public assemblies t C of 10,000 or more persons, which, on or after January I, 1991, L ~ have or subsequently have installed a public address system, t ~ shall have an emergency backup power system for the public t ~ address system. SECTION 304 -REQUIREMENTS FOR GROUP B OCCUPANCIES 304.1 Group B Occupancies Defined. Group B Occupancies shall include buildings, structures, or portions thereof, for office, professional or service-type transac- tions, which are not classified as Group H Occupancies. Such oc- cupancies include occupancies for the storage of records and accounts, and eating and drinking establishments with an occu- pant load of less than 50. Business occupancies shall include, but not be limited to, the following: I. Animal hospitals, kennels, pounds. 2. Automobile and other motor vehicle showrooms. 3. Banks. 4. Barber shops. 5. Beauty shops. 6. Car washes. 7. Civic administration. 8. Outpatient clinic and medical offices (where five or less patients in a tenant space are incapable of unassisted self- preservation). 9. Dry cleaning pick-up and delivery stations and self-service. 10. Educational occupancies·above the 12th grade. 11. Electronic data processing. 12. Fire stations. 13. Florists and nurseries. 14. Laboratories-testing and research. 15. Laundry pick-up and delivery stations and self-service. 16. Police stations. 17. Post offices. 18. Print shops. 19. Professional services such as attorney, dentist, physician, engineer. 20. Radio and television stations. 21. Telephone exchanges. For occupancy separations, see Table 3-B. 304.2 Construction, Height and Allowable Area .. 304.2.1 General. Buildings or parts of buildings classed as Group B Occupancies because of the use or character of the occu- pancy shall be limited to the types of construction set forth in Table 5-8. Such occupancies shall not exceed, in area or height, 1-16 1998 CALIFORNIA BUILDING CODE the limits specified in Sections 504, 505 and 506 and shall comply with the provisions of this section. 304.2.2 Special provisions. 304.2.2.1 Laboratories and vocational shops. Laboratories and vocational shops in buildings used for educational purposes, and similar areas containing hazardous materials, shall be sepa- rated from each other and other portions of the building by not less than a one-hour fire-resistive occupancy separation. When the quantities of hazardous materials in such uses do not exceed those listed in Table 3-D or 3-E, the requirements of Sections 307.5 and 307.8 shall apply. When the quantities of hazardous materials in such uses exceed those listed in Table 3-D or 3-E, the use shall be classified as the appropriate Group H Occupancy. Occupants in laboratories haying an area in excess of 200 square feet (18.6 m2) shall have access to at least two exits or exit-1 access doors from the room and all portions of the room shall be within 75 feet (22 860 mm) of an exit or exit-access door. 304.2.2.2 Amusement buildings. Amusement buildings with an occupant load of less than 50 shall comply with Section 408. 304.2.2.3 [For BSC] Campus lighting for parking facilities c and primary walkways at California State Universities, Col-~~ leges and Community Colleges. See Chapter 4A, Division 1. 304.2.2.4 [For CA] Pharmacies, veterinary facilities, barber colleges and shops, schools of cosmetology, cosmetological establishments, satellite classrooms and acupuncture offices. See Chapter 4A, Division 9. 304.3 Location on Property, For fire-resistive protection of ex- terior walls and openings, as determined by location on property, see Section 503 and Chapter 6. C C~ t t ~ t 304.4 Access and Means of Egress Facilities. Means of egress I shall be provided as specified in Chapter 10. See also Section 304.2.2.1 for means of egress from laboratories. I Access to, and egress from, buildings required to be accessible shall be provided 'as specified in Chapter 11. 304.5 Light, Ventilation and Sanitation. Light, ventilation and sanitation shall be in accordance with Chapters 12 and 29 and this section. 304.5.1 Ventilation of flammable vapors. See Section 1202.2.2 for ventilation of flammable vapors. 304.5.2 Sanitation. The number of plumbing fixtures shall not be less than specified in Section 2902.3. 304.6 Shaft and Exit Enclosures. Exits shall be enclosed as specified in Chapter I 0. Elevator shafts, vent shafts and other openings through floors shall be enclosed, and the enclosure shall be as specified in Sec- tion 711. In buildings housing Group B Occupancies equipped with au- tomatic sprinkler systems throughout, enclosures need not be pro- vided for escalators where the top of the escalator opening at each story is provided with a draft curtain and automatic fire sprinklers are installed around the perimeter of the opening within 2 feet (610 mm) of the draft curtain. The.draft curtain shall enclose the perimeter of the unenclosed opening and extend from the ceiling downward at least 12 inches (305 mm) on all sides. The spacing between sprinklers shall not exceed 6 feet (1829 mm). 304.7 Sprinkler and Standpipe Systems. When required by Section 904.2.1 or other provisions of this code, automatic sprin- kler systems and standpipes shall be installed as specified in Chapter 9. I I pants of a building, particularly in an assembly building, will at- tempt to exit through the main entrance because they are famil- iar with that route. Thus, the occupants of the building will have an efficient and rapid egress to the exterior of the building and I to public property, where they will be reasonably safe. I SECTION 304 -REQUIREMENTS FOR GROUP B OCCUPANCIES 304.1 Group B Occupancies Defined. In the I 994 UBC the I uses allowed in Group B Occupancies (business occupancies) were considerably narrowed. Retail sales uses were moved to the Group M Occupancy, factory and industrial uses were moved to the Group F Occupancy, and storage uses were moved I to the Group S Occupancy. The previous Group B Occupancy included uses with a wide variation in fire loading. In some uses the fire loading was less than 10 pounds per square foot (48.8 kg/m 2); in others the fire loading would exceed 100 pounds per I square foot (488 kg/m2). This wide range of fire loading made it difficult to deal with the hazards in general terms and made it necessary to incorporate special provisions or exceptions. Sepa- ration of the uses into hazard groupings that have a similar fire I severity hazard is more logical and simplifies future revision. These groupings, in general, agree with the BCMC recommen- dations. The use groupings in the 1997 UBC essentially agree I with those shown in the 1994 UBC. Uses listed in the Group B Occupancy include outpatient clin- ics and medical offices that accommodate five or less patients in each tenant space. Some outpatient clinics and surgery centers I are really Group I Occupancies as they accommodate more than five patients that are not capable of self-preservation. This is because general anesthesia is administered that causes the I patients to not be in control of their faculties. Therefore, they are properly given the protection afforded by the requirements for Group I, Division 1.2 Occupancies. Police and fire stations are also included within Group B I Occupancies and should not be considered as mixed occupan- cies. Thus, for a fire station the entire building is classified as a Group B Occupancy and there is no separation required between the apparatus room and the rest of the building. Also, the dormi-1 tory would not be considered a separate occupancy and would not require a separation from the rest of the building. For the po- lice station, the jail, which is most often used as a temporary I holding facility, would also be included as a Group B Occupan- cy where it is part of the police station. 304.2.2.1 Laboratories and vocational shops. The provisions I for laboratories and vocational shops are in effect exceptions that allow activities and materials that are more hazardous than those usually associated with Group B Occupancies. This provi- ' sion allows laboratories in colleges or universities and allows. I. vocational training schools such as woodworking and auto-body shops that would otherwise be classified as a Group H Occu- f.) pancy to be classified as a Group B Occupancy. Laboratories in schools and vocational shops are considered less hazardous than in industrial uses due to the tighter control and safety practices associated with these uses. 304.2.2.2 Amusement buildings. This section addresses amusement buildings with occupant loads of less than 50 by referring back to the same provisions as for larger amusement 1997 USC HANDBOOK buildings. The reason for this is that the hazards associated wllh such structures are not due to the occupant load but are instead due to the disorienting nature of the environment inside these buildings. · 304.6 Shaft and Exit Enclosures. The last paragraph of the sec- tion is in effect an exception to the requirements for shaft construction in Section 711 allowing unenclosed· escalator open- ings. Shafts are known to be the major conduit for vertical fire spread and do deserve special attention. However, if properly treated, vertical openings in sprinklered buildings do not present an untenable condition. The purpose of the required draft curtain is to trap heat so that the sprinklers will operate and cool the gases that are rising. The curtain is not a fabric; it is constructed of materials consistent with the type of construction of the building. SECTION 305 -REQUIREMENTS FOR GROUPE OCCUPANCIES Early editions of the Uniform Building Code included educa- tional occupancies with assembly occupancies, and it wasn ·tun- til the 1943 edition that educational occupancies were separated as a specific occupancy group. There was no age differentiation listed in the UBC up until 1970, although earlier editions of the code must have assumed children rather than adults or universi- ty students, as the terms "boys" and "girls" were used in those editions. When educational occupancies were placed into a spe- cific occupancy group in 1943, it became necessary to differen- tiate the educational occupancies from assembly occupancies. Therefore, the definition of the educational occupancy excluded uses with stages and those with an occupant load of 300 or more. In the 1970 edition of the UBC, the requirements for educa- tional occupancies were completely rewritten, and it was at this time that the limitation of the 12th grade was placed on educa- tional occupancies. It was also at this time that day-care uses with more than six children were placed in the educational occu- pancy group. Day-care facilities are most often under a similar type of supervision as educational occupancies for the younger children, and day-care uses also do provide education. 305:1 Group E Occupancies DefiI?,ed. Group E Occupancies are educational uses for students through the !·2th grade and uses having more than six persons for day-care purposes. These uses are further broken down into divisions where Di- vision I covers those uses of 50 or more persons that spend more than 12 hours per week or four hours in any one day in school. Division 2 Occupancies include those educational buildings that are used by less than 50 persons but used for more than 12 hours per week or four hours in any one day. Division 3 Occupancies include day-care uses for more than six persons. Because of these limitations placed on the amount of time in school and on the maximum grade limit, it was necessary that those educational uses not covered under Group E Occupancies be listed in some other occupancy classification. Therefore, the committee that rewrote the educational occupancy chapter for the 1970 UBC placed educational occupancies for less than 50 students beyond the 12th grade as Group B Occupancies, and any other educational occupancy would then be placed as an as- sembly occupancy, depending on the occup~nt load. Thus, uni- 21 I I I I I I I I I I I I I I. I I I I I TECHNICAL REFERENCE #3 I I I I I I I I I I I I I I I I I I I TABLE3-D 1998 CALIFORNIA BUILDING CODE TABLE 3-D,-EXEMPT AMOUNTS OF HAZARDOUS MATERIALS PRESENTING A PHYSICAL HAZARD MAXIMUM QUANTITIES PER CONTROL AREA1 When two units are given, values within parentheses are in cubic feet (cu. ft.) or pounds (lbs.) CONDITION STORAGE2 USE2-CLOSED SYSTEMS USE2-0PEN SYSTEMS ' F F F F F F F F F F F F F F F F F F F F Solid Lbs.3 (Cu. Ft.) Liquid Gallons3 Gas (Lbs.) Cu. Ft. Liquid Gallons i Solid Lbs. Liquid Gallons Gas Solid Lbs. (Cu, Ft.) (Lbs.) Cu. Ft. (Cu. Ft.) (Lbs.) , : ttii: /g; ~q x3.785 for L : r~:1: :i: ~q x3.785 for L : ~--~::: /g; ~q x 3.785 for L i Material Class x 0,4536 for kg x 0.0283 for m3 x 0.4536 for kg x 0.0283 for m3 x 0.4536 for kg ~ F F F F ~ F F F F F F F F F F F F F F F F ~ F F F F F F F F F F F F F F F F ~ F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 1.1 Combustible liquid4,5,6.7 .8,9 1.2 Combustible fiber (loose) (baled) I J Cryogenic, flammable or oxidizing 2.1 Explosives 3.1 Flammable solid 3.2 Flammable gas (gaseous) (hquefied) 3.3 Flammable liquid4.5.6.7.8,9 Combination I-A, I-B, I-C 15 4.1 Organic peroxide. unclassified detonatable 4.2 Organic peroxide I ! I 4.3 Oxidizer 4.4 Oxidizer-;as (gaseous)6-0 (liquefiedJ6·1 O 5.1 Pyrophoric 6.1 Unstable (reactive) ' I I J 7.1 Water reactive i : II III-A 111-B 1-A I-B I-C I II Ill IV V I I 4 316 ! 2 I 4 3 2 I 3 2 I N.A. 12010 N.A. N.A. 33010 N.A. N.A. 13,20010,11 N.A. (100) N.A. N.A. (1,000) N.A. N.A. N.A. 45 N.A. I 10.13 ( I )10,13 N.A. 1256,IO N.A. N.A. N.A. N.A. 75O6,IO N.A. 156,JO N.A. N.A. 3010 N.A. N.A. 6010 N.A. N.A. 9010 N.A. N.A. 12010 N.A. I 10.12 (1)10,12 N.A. 56,IO (5)6,10 N.A. 5O6,IO (50)6,10 N.A. 1256,JO (125)6,10 N.A. 5006,10 (500)6,10 N.A. N.L. N.L. N.A. , 10.12 (1)10,12 N.A. 106,10 (10)6,10 N.A. 2506.10 (250)6,10 N.A. 4,OOQ6,IO (4,OOO)6,IO N.A. N.A. N.A. 1,500' N.A. 15 N.A. 410,12 (4)10,12 5010.12 J 10,12 (1)10,12 1010,12 56,IO (5)6,10 5Q6,IO 5Q6,IO (50)6,10 2506,10 N.L. N.L. 75Q6,IO 56,IO (5)6,10 N.A. 5O6,IO (50)6,10 N.A. 12510,11 (125)!0,II N.A. N.A. 120 N.A. N.A i 30 N.A. 330 N.A. N.A. : 80 N.A. 13,20011 N.A. N.A. 3.300 11 ' (100) N.A. N.A. (20) ' N.A. (1,000) N.A. N.A. (200) ' N.A. N.A. 45 N.A. N.A. i 10 l/412 ( l/4)12 N.A. 1;4 I 2 i (l/4)' 2 14 N.A. N.A. 14 ! N.A. l N.A. N.A. 75O6,IO N.A. i N.A. N.A. 156,IO N.A. N.A. N.A. N.A. 30 N.A. N.A. IO N.A. 60 N.A. N.A. 15 N.A. 90 N.A. N.A. I 20 N.A. 120 N.A. N.A ' 30 l/412 ('l4)12 N.A. ,,4 12 ( l/4)' 2 16 (I )6 N.A. 16 ( I )6 506 (50)6 N.A. 106 I (10)6 1256 (125)6 N.A. 256 i : (25)6 5006 (500)6 N .. A. 1006 : (100)6 N.L. N.L. N.A. N.L. : N.L. I ,,412 ('l4)12 N.A. l/412 i ( l/4)' 2 I 26 (2)6 N.A. 26 (2)6 2506 (250)6 N.A. 506 (50)6 4,0006 (4,000)6 N.A. 1,0006 (1,000)6 i N.A. N.A. 1,500 N.A. i N.A. N.A. 15 N.A. N.A. I N.A. I 12 (1)12 1010,12 0 ! 0 ,,412 ('/4)12 210,12 ,,412 ( 'l.i)' 2 16 (1)6 106,10 16 i (1)6 506 (50)6 2506.10 106 I ( 10)6 I N.L. N.L. N.L. N.L. I N.L. I 56 (5)6 N.A. 16 I ( I )6 506 (50)6 N.A. 106 ! ( 10)6 125 11 (125)11 N.A. 2511 I (25)11 ~ N.A.-Not applicable. N.L.-Not limited. ~ 1Control areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building F used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Section 204. ~ 2The aggregate quantity in use and storage shall not exceed the quantity listed for storage. F 3The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid hazardous materials within a single control area of Group M Occupan-~ cies used for retail sales may exceed the exempt amounts when such areas are in compliance with the Fire Code. F •The quantities of alcoholic beverages in retail sales uses are unlimited provided the liquids are packaged in individual containers not exceeding 4 liters. ~ The quantities of medicines, foodstuffs and cosmetics containing not more than 50 percent of volume of water-miscible liquids and with the remainder of the F solutions not being flammable in retail sales OF storage occupancies are unlimited when packaged in individual containers not exceeding 4 liters. F 5For aerosols, see the Fire Code. • ~ 6Quantities may be increased 100 percent in sprinklered buildings. When Footnote 10 also applies, the increase for both footnotes may be applied. ~ 7For storage and use of flammable and combustible liquids in Groups A, B, E, F, H, l, M, R, Sand U Occupancies, see Sections 303.8, 304.8. 305.8, 306.8. 307.1 3 F through 307. l .5. 308.8, 309.8, 310.12, 311.8 and 312.4. F 8For wholesale and retail sales use, also see the Fire Code. ~ 9S pray application of any quantity of flammable or combustible liquids shall be conducted as set forth in the Fire Code. · F 10Quantities may be increased 100 percent when stored in approved storage cabinets, gas cabinets or exhausted enclosures as specified in the Fire Code. When ~ Footnote 6 also applies, the increase for both footnotes may be applied. F 11The quantities permitted in a sprinklered building are not limited. ~ 12Permitted in sprinklered buildings only. None is allowed in unsprinklered buildings. F 130ne pound of black sporting powder and 20 pounds (9 kg) of smokeless powder are permitted in sprinklered or unsprinklered buildings. F 1•See definitions of Divisions 2 and 3 in Section 307.1. 1-40.4 ' i ! ; I : i I I : ' ' I ' : I I : ' I I I I I I I I I I I I I I I I I I I F F F F F F F F F F F F F F F F F F F F F F F F F F F F F h F F F F F F F F F F F F F F F F F F F F F n TABLE 3-E 1998 CALIFORNIA BUILDING CODE ----- MATERIAL TABLE 3-E-EXEMPT AMOUNTS OF HAZARDOUS MATERIALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES PER CONTROL AREA 1,2 When two units are given, values within parentheses are In pounds (lbs.) STORAGE3 USE3-CLOSED SYSTEMS USE3-0PEN SYSTEMS Liquid Liquid I Liquid Gallons4,5-6 Gas Solid Gallons4,S Gas Solid Gallons4,5 Solid Lbs.4,5•6 (Lbs.) Cu. Ft.5 Lbs,4,S (Lbs.) Cu, Ft.5 Lbs.4•5 (Lbs.) x 3.785 for L x 3.785 for L i I I x 3.785 for L x 0.4536 for kg x 0.4536 for kg x 0.028 for m3 x 0.4536 for kg x 0.4536 for kg x 0.028 form' x 0.4536 for kg x 0.4536 for kg ! I Corrosives IO ,5,000 500 8106 5,000 500 8106 1,000 100 2 H 1ghly to.x ics 7 10 (10) 20s 10 (10) 208 3 (3) 3 lrrHants9 N.L. N.L. 8106,11 N.L. N.L. 8106.11 5,0001 I I 5001 I -------· 4 Sens1uzers9 N.L. N.L. 8106,11 N.L. N.L. 8106,11 5,0001 I 500 11 5 Other heal1h hazards9 N.L. N.L. 8106,11 N.L. N.L. 8106,11 5,0001 I 500 1 I 6. Toxics; 500 (500) 8106 500 (500) 8108 125 ( 125) :-; L. = :,../01 hmHed. 'Control areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building u,ed for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Section 204. 'The quantities of medicines, foodstuffs anq cosmetics, containing not more than 50 percent by volume of water-miscible liquids and with the remainder or the . ,olullnns nOI being llammable, in retail sales uses are unlimited when packaged in individual containers not exceeding 4 liters -'The aggregate quan111y in use and storage shall not exceed the quantity listed for storage. 'The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid health hazard materials within a single control area or Group M Occu- . pancies u,ed for retail sales may exceed the exempt amounts when such areas are in compliance with the Fire Code. 'Quan1111e, may be increased I 00 percent in sprinklered buildings. When Footnote 6 also applies, the increase for both footnotes may be applied. 6Quantitie, may be increased 100 percent when stored in approved storage cabinets, gas cabinets or exhausted enclosures a~ specified in the Fire Code. When Foot- -note 5 also applies. the 1ncrease for both footnotes may be applied. 'For special prov1s1ons, see the Fire Code. ~Permitted only when stored in approved exhausted gas cabinets, exhausted enclosures or fume hoods. ~lrrnant,. sens111zer, and other health hazard, do not include commonly used building materials and consumer products that are not otherwise regulated by this code. 1°For sta11onary lead-acid battery systems, see the Fire Code. 11The quan1111es allowed in a sprinklered building are not limited when exhaust ventilation is provided in accordance with the Fire Code. See Table 8001.15-8. Footnote I 2. ; ; ' I I 1-40.6 I I I I I I I I I I I I I I I I I I I TECHNICAL REFERENCE #4 I I I I I I I I I I I I I I I I I I I 1998 CALIFORNIA FIRE CODE. 7902.5.7 Quantity limits for storage. 7902.5.7.1 Exempt amounts for control areas. For occupan- cies other than Group M Occupancy wholesale and retail sales uses, indoor storage of flammable and combustible liquids shall not exceed the exempt amounts set forth in Table 7902.5-A and shall not exceed the additional limitations set forth in Sec- tion 7902.5.7.2. " For Group M Occupancy wholesale and retail sales uses, indoor storage of flammable and combustible liquids shall not exceed the exempt amounts set forth in Table 790~.5-B. See Article 51 for storage of hazardous production material flammable and combustible liquids in Group H, Division 6 Occu- pancies. 7902.5.7.2 Occupancy quantity limits. The following limits for quantities of stored f1amtnable or combustible liquids shall not be exceeded: I. Group A Occupancies: Quantities in Group A Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, mainte- nance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 2. Group B Occupancies: Quantities in drinking, dining, office and school uses within Group B Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, maintenance pur- poses and operation .of equipment and shall not exceed quantities set forth in Table 7902.5-A. 3. Group E Occupancies: • Quantities in Group E Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, mainte- nance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 4. Group F Occupancies: Quantities in dining, office and school uses within Group F Occupancies shall not exceed amounts necessary for demon- stration. laboratory work, maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 5. Group I Occupancies: Quantities in Group I Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, mainte- nance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 6. Group M Occupancies: Quantities in dining, office and school uses within Group M Occupancies shall not exceed amounts necessary for demon- stration, laboratory work, maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. See Section 7902.5. 7. I for exempt amounts for wholesale and retai I sales uses. 7. Group R Occupancies: Quantities in Group R Occupancies shall not exceed amounts necessary for maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 8. Group S Occupancies: Quantities in dining and office uses within Group S Occupan- cies shall not exceed amounts necessary for demonstration, labo- 7902.5.7 7902.5.10.1 ratory work, maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 7902.5.7.3 Quantities exceeding limits for control areas. Quantities exceeding quantities allowed in control areas set forth in Sections 7902.5.7.1 and 7902.5.7.2 shall be in liquid storage rooms or liquid storage warehouses in accordance with Sections 7902.5.11 and 7902.5.12. 7902.5.8 Special provisions for liquids used for maintenance and operation of equipment. In all occupancies, quantities of flammable and combustible liqt,1ids in excess of IO gallons (37.85 L) used for maintenance purposes and the operation of equipment shall be stored in liquid storage cabinets in accordance with Sec- tion 7902.5.9. Quantities not exceeding 10 gallons (37.85 L) are allowed to be stored outside of a cabinet when in approved con- tainers located in private garages or other approved locations. In Groups A, B, E, F, I, M, R and S Occupancies, quantities of flammable and combustible liquids used for demonstration. treat- ment and laboratory work exceeding IO gallons (37.85 L) shall be stored in liquid storage cabinets in accordance with Section 7902.5.9. Quantities not exceeding 10 gallons (37.85 L) shall be in approved locations. 7902.5.9 Liquid storage cabinets. 7902.5.9.1 General. When other sections of this code require that liquid containers are stored in storage cabinets, such cabinets and storage shall be in accordance with Section 7902.5.9. 7902.5.9.2 Quantities. The combined total quantity of all liq-I uids in a cabinet shall not exceed 120 gallons (454.2 L). 7902.5.9.3 Construction. 7902.5.9.3.1 Labeling. Cabinets shall be provided with a con- spicuous label in red letters on contrasting background which reads FLAMMABLE-KEEP FIRE AWAY. 7902.5.9.3.2 Doors. Doors shall be well fitted, self-closing and equipped with a latch. 7902,.5.9.3.3 Bottom. The bottom of the cabinet shall be liquid tight to a height of at least 2 inches (50.8 mm). 7902.5.9.3.4 Materials. Cabinets shall be constructed of ap- proved wood or metal. Cabinets shall be listed or constructed 1n accordance with the following: I. Unlisted metal cabinets shall be constructed of steel having a thickness of not less than 0.044 inch ( 1.12 mm) ( 18 gage). The cabinet, including the door, shall be double walled with 11/2-inch (38. I mm) airspace between the walls. Joints shall be riveted or welded and shall be tightfitting. 2. Unlisted wooden cabinets, including doors, shall be constructed of not less than 1-inch (25.4 mm) exterior grade ply- wood. Joints shall be rabbited and shall be fastened in two direc- tions with wood screws. Door hinges shall be of steel or brass. Cabinets shall be painted with an intumescent-type paint. 7902.5.9.4 Number of cabinets. Group A Occupancies shall I not contain more than one cabinet. • 7902.5.10 Storage in control areas. 7902.5.10.1 General. Storage in control areas shall be in ac- cordance with the following: I. Class I liquids shall not be stored in basements, 2. Containers having less than 30-gallon (l 13.6 L) capacity shall not be stacked more than 3 feet (914.4 mm) or two containers high, whichever is greater, unless stacked on fixed shelving or otherwise satisfactorily secured. Containers having a capacity of 1-177 I I I I I I I I I I I I I I I I I I I 8001.10 8001.11.5 8001.10 Construction Requirements. 8001.10.1 General. Buildings, or portions thereof, in which hazardous materials are stored, handled or used shall be con- structed in accordance with the Building Code. 8001.10.2 Control areas. 8001.10.2.1 Construction requirements. Control areas shall be separated from each other by not less than a one-hour fire-resis- tive occupancy separation. 8001.10.2.2 Number. The number of control areas in buildings or portions of buildings used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. 8001.10.3 Gas rooms. 8001.10.3.1 General. When a gas room is used to increase com- pressed gas exempt amounts or when the location of compressed gases in a gas room is required or allowed by Section 8003 or 8004, the gas room shall be in accordance with Section 800 I. 10.3. 8001.10.3.2 Construction. Gas rooms shall be separated from the remainder of the building by not less than a one-hour fire-resis- tive occupancy separation. For highly toxic and toxic compressed gases used in conjunction with or serving a Group H, Division 6 Occupancy, also see the Building Code. 8001.10.3.3 Ventilation system. The ventilation system for gas rooms shall be designed to operate at a negative pressure in rela- tion to the surrounding area. For toxic and highly toxic gases, the requirements set forth in Section 8003.3.1.3.4 shall also be met. 8001.10.4 Exhausted enclosures. 8001.10.4.1 General. When an exhausted enclosure is used to increase exempt amounts or when the location of hazardous mate- rials in exhausted enclosures is either required or allowed by Sec- tion 8003 or 8004, the exhausted enclosure shall be in accordance with Section 8001.10.4. 8001.10.4.2 Construction. Exhausted enclosures shall be non- combustible. 8001.10.4.3 Ventilation. The ventilation system for exhausted enclosures shall be designed to operate at a negative pressure in relation to the surrounding area. For toxic and highly toxic gases, the requirements set forth in Section 8003.3. 1.3.3 shall also be met. 8001.10.5 Gas cabinets. 8001.10.5.1 General. When a gas cabinet is used to increase ex- empt amounts or when the location of compressed gases in gas cabinets is either required or allowed by Section 8003 or 8004, the gas cabinet shall be in accordance with Section 8001.10.5. 8001.10.5.2 Construction. Gas cabinets shall be constructed in accordance with the following: I. Constructed of not less than 0.097-inch (2.46 mm) (12 gage) steel. 2. Be provided with self-closing limited access ports or non- combustible windows to give access to equipment controls. 3. Be provided with self-closing doors. 8001.10.5.3 Ventilation. The ventilation system for gas cabi- nets shall be designed to operate at a negative pressure in relation to the surrounding area. For toxic and highly toxic gases, the re- quirements set forth in Section 8003.3.1.3.2 shall also be met. 1-204 1998 CALIFORNIA FIRE CODE 8001.10.6· Hazardous materials storage cabinets. 8001.10.6.1 General. When storage cabinets are used to in- crease exempt amounts or to comply with Article 80, such cabi- nets shall be in accordance with Section 8001.10.6. 8001.10.6.2 Construction. Cabinets shall be constructed of metal. The interior of cabinets shall be treated, coated or con- structed of materials that are nonreactive with the hazardous mate- rial stored. Such treatment, coating or construction shall include the entire interior of the cabinet. Cabinets shall either be listed as suitable for the intended storage or constructed in accordance with the following: 1. Cabinets shall be of steel having a thickness of not less than 0.044 inch (1.12 mm) (18 gafe). The cabinet, including the door, shall be double walled with I /2-inch (38.1 mm) airspace between the walls. Joints shall be riveted or welded and shall be tightfitting. Doors shall be well fitted, self-closing and equipped with a self- latching device, and 2. The bottoms of cabinets utilized for the storage of liquids shall be liquid tight to a minimum ~eight of 2 inches (50.8 mm). For requirements regarding electrical equipment and devices within cabinets used for the storage of hazardous gases or liquids, see the Electrical Code. 8001.11 General Safety Precautions. 8001.11.1 Personnel training and written procedures. 8001.11.1.1 General. Persons responsible for the operation of areas in which hazardous materials ar.e stored, dispensed, handled or used shall be familiar with the chemical nature of the materials and the appropriate mitigating actions necessary in the event of fire, leak or spill. 8001.11.1.2 Fire department liaison. Responsible persons shall be designated and trained to be liaison personnel for the fire department. These persons shall aid the fire department in pre- planning emergency responses and identification of the locations where hazardous materials are.located and shall have access to material safety data sheets and be knowledgeable in the site emer- gency response procedures. 8001.11.2 Security. The storage, dispensing, use and handling areas shall be secured against unauthorized entry and safeguarded with such protective facilities as public safety requires. 8001.11.3 Protection from vehicles. Guard posts or other ap- proved means shall be provided to protect storage tanks and con- nected piping, valves and fittings; dispensing areas; and use areas subject to vehicular damage. When guard posts are installed, the posts shall be: 1. Constructed of steel not less than 4inches(101.6 mm) in di- ameter and concrete filled, 2. Spaced not more than 4 feet ( 1219 mm) between posts on center, 3. Set not less than 3 feet (914 mm) deep in a concrete footing of not less than a 15-inch (38 I mm) diameter, 4. Set with the top of the posts not less than 3 feet (914 mm) above ground, and 5. Located not less than 5 feet (1524 mm) from the tank. 8001.11.4 Electrical wiring and equipment. Electrical wiring and equipment shall be installed in accordance with the Electrical Code. · 8001.11.5 Static accumulation. When processes or conditions exist where a flammable mixture could be ignited by static elec- I I I I I I TECHNICAL REFERENCE #5 I I I I I I I I I I I I I ~ . . . ·. I I ( 3-322 FIRE PREVENTION panially reflec1ive mirror. When the shut1er opens, a very intense pulse is released. ANSI CLASSIFICATION OF LASERS The American National Standards Institute (ANSI) has adopted a class1ficauon sys1em for lasers. based on the ability of the primary laser beam or reflec1ed primary laser beam 10 cause biological dam- age 10 !he eye or skin during intended use: Class 1: A low-powered laser device that cannot, under normal circums1ances. emil laser radia1ion that creates an optical hazard. These are sometimes called exempt lasers. (See note af1er Class 4 lasers.) Class 2: Low-powered laser devices operating in the visible spec- trum 1l1a1 cannot 1nJure a pt:rson accidentally, but which may injure 1he e:,,e when viewed directly for an extended period of time. Class 3: Medium-powered laser devices tha1 are capable of caus- ing eye damage w1th shon-dura1ion exposures 10 1he direct or spec- ulJrly reAec:ted beam. Occasionally, some Class 3 lasers are ,ons1dercd a tire hazard. Class 4: Lasers that can injure if viewed directly or if reflections are ,·1ewed. These lasers can also cause severe skin damage and are 10 be considered a fire hazard. .VOTE: Some Class 4 lasers are called "embedded lasers" and g1,·en J lower classification. They still have the same inherent fire risk due 10 the power of 1he beam. However. because of engineering con1rols. they do 1101 have the same risk of laser radia1ion hazards as the nom1al Class 4 laser. HAZARDS AND CONTROL MEASURES In add1t1on 10 1he b1olog1cal hazards clas~ified by the ANSI system. !a,ers produce ,everal 01her hazards 1ha1 mus1 be considered. Electrical Hazards The mo~t common hazard associated with lasers of all types is the electrical hazard. Almost all lasers contain high-energy power sup- plies These power supplies can produce both electrical shock haz- ard, and. as 1n all electric,il pieces or equipment, fire hazards. :--lormal electrical safely devices. such as fuses, circuit breakers. in- sulauon. gr'ounding devices. and interlocks, can effectively control these hazards. Many lasers use capacitors. Capacitors store electrical charges, wllh the intent to release high electrical charges in a very short pe- nod of lime. Accidental discharge of capac11ors is, therefore, ex- uemel)· dangerous. Shorting or internal electrical faults can cause capac11or rupture. fires, or explosions. Because of all these possible hazards, capaci1ors require certain safety precautions. Capaci1ors should be isolated within screens, shields, barriers, or uninhabited rooms designed to proiec1 against shock, bums, and fire, and to con- 1a1n fragments from an explosive capacitor failure. Covers or doors to caparnors should be interlocked to prevent charging (when open) by dumping and grounding 1he capacitors. Laser Beam Hazards The laser beam from Class 4, and some Class 3 lasers, is powerful enough 10 ignite combustible materials. The ignition hazard applies in all applications of'laser use, e.g .. health care, industrial, manufactur- 111g. commercial. research, and military. Some lasers are "embedded lasers" an9 can be called Class I lasers by the ANSI classification sys- tern. They are, in fact, a higher class laser (generally a Class 41 , and the beam is a fire hazard. · There are many different precautions that can be taken to imize the potential for fire from the laser beam ignnion h Some of them are physical controls; however, the maJority o( precautions are administrative. The beam intenslly profile. alignment should be verified prior 10 use. Appropnate beam materials should be in place. Attention needs to be given 10 the terials adjacent to the laser beam: they must not be combus11ble Particular attention is required when using lasers 1n the he care field. The laser beam (consider it an open flame or other tion source) is used in conjunction w1th many combustible mate als. There have been fires using laser~ 1n the health care 1ndus This is recorded 111 the data base on laser fire 1nc1den1,. establish by the NFPA Committee on the Recommended Prarnce on Fire Protection. With the exclusion of some metals. no materi "fire safe" around lasers. Potential fuels 111 health care facili11es elude: patients' hair; gastrointestinal gases (e.g. methane. hy gen, hydrogen sulfide); prepping agent,. and fabnc products, s as drapes. 1owels, gowns, and dressings. Addiuonal as~oc1a1ed co busttble materials to consider are plastic and rubber products, cheal tubes. gloves, anesthesia masb. petroleum-based ointm and the laser circuitry 11self. Also complicating the situation in the health ,·are 1ndus1 the po.tential for an oxygen-enriched atmosphere Mani mate als' potential for ignition is enhanced when present 111 an oxyg enriched atmosphere. (See Secuon 4. Chapter 9 "O.xygen-Enric Atmospheres," for more information on oxygen-enriched a spheres.) Flammable gastrointestinal gases also require spwaf tention. The gases need.to be eliminated or managed in the prese' of lasers. It is assumed that the anesthetic ga; 1t,elf 1, nonfia ble; otherwise. ii is a significant concern dunng laser surgay. Flammable Liquid Hazards Lasers can use flammable liquids a, pan of 1he proce,;; In panic Jar. dye lasers use a lasing medium of a complex fluorescen1 org dye dissolved in an organic solvent. Very 011en the organic solvi is a flammable liquid. The dye is used as pan of the process of' citing selected atoms. Many of these lasers use onh I L of solve' Others use from 5 gal to hundreds of gal of sol veni. In the event\ a spill, there are ignition sources pre:,ent. ,uch as the laser beam, ' electrical components. · Many of 1he protective measures for handling tlammable ti uids are already well documented. Some general precaul!on, \\111 · discussed herein. It is importan1 to incorporate 11110 the de,1gn or'' stallation a means of containing a spill. Pumps, motors. and otb electrical components should be appropnatel:,, rated for the appli., tion or designed as intrinsically safe. Use of metal 1ub1ng 1ns1ead plastic tubing for the flammable liquids 1s suggested · Compression-type fittings are recommended for r1ammabl liquid line, instead of slip-on friction tiu1ng, \\·11hou1 clamps integrity of tubing and connection, should be checked penod1cally Good housekeeping is necessary in these areas. Warning "gns a propriate for the flammable liquids should be posted Storag should follow accepted practice for flammable l1qu1d;, Dunn·. cleanup and disposal. it needs to be recognized that the was1e s · has the properties of a flammable liquid. For larger volume laser systems. the lire protecuon measurn are similar to any industrial process using large quan11t1es of Ram'. mable liquids. Methods to monitor the volume level. tlow and pres'. sure of the systems should be installed. Cons1derat1on of tl:t adequacy of the ventilation in the area 1s required. Remote shul down capability should be incorporated into the system de~1gn . I I I I I I I I I I I I I I I I I I I TECHNICAL REFERENCE #6 I I I I I I I I I I I I I I I I I I I 1998 CALIFORNIA BUILDING CODE 1201 1202.2.5 Chapter 12 INTERIOR ENVIRONMENT SECTION 1201 -GENERAL Buildings and portions thereof shall provide occupants with light and ventilation as set forth in this chapter. For ventilation of haz- ardous vapors or fumes, see Section 306.5 and the Mechanical Code. SECTION 1202 -LIGHT AND VENTILATION IN GROUPS A, 8, E, F, H, I, M AND S OCCUPANCIES 1202.1 Light. All enclosed portions of Groups A, B, E, F, H, I, M and S Occupancies customarily occupied by human beings shall be provided with natural light by means of exterior glazed open- ings with an area not less than one tenth of the total floor area, or shall be provided with artificial light. Such exterior openings shall· open directly onto a public way or a yard or court as set forth in I Section 1203.4. See Section 1003.2.9 for required means of egress illumination. c 1202.1.1 [For AGRJ Meat and poultry processing plant. See ~ Section 450A. A ~ 1202.1.2 [For AGRJ Horsemeat and pet food establishments. ~ See Section 453A. t A 1202.1.3 [For CA] Veterinary facilities. See Section 491A. 1202.2 Ventilation. 1202.2.1 General. All enclosed portions of Groups A, B, E, F, H, I, M and S Occupancies customarily occupied by human beings shall be provided with natural ventilation by means of openable exterior openings with an area not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such exterior openings shall open directly onto a public way or a yard or court as set forth in Section 1203.4. Such mechan- ically operated ventilation system shall be capable of supplying a minimum of 15 cubic feet per minute (7 Us) of outside air per oc- cupant in all portions of the building during such time as the build- ing is occupied. If the velocity of the air at a register exceeds 10 feet per second (3 mis), the register shall be placed more than 8 feet (2438 mm) above the floor directly beneath. Toilet rooms shall be provided with a fully openable exterior window with an area not less than 3 square feet (0.279 m2), or a vertical duct not less than 100 square inches (64 516 mm2) in area for the first water closet plus 50 square inches (32 258 mm2) addi- tional of area for each additional water closet, or a mechanically operated exhaust system capable of providing a complete change of air every 15 minutes. Such mechanically operated exhaust sys- tems shall be connected directly to the outside, and the point of discharge shall be at least 3 feet (914 mm) from any opening that allows air entry into occupied portions of the building. For ventilation of hazardous vapors or fumes in Group H Occu- pancies, see Sections 307.5.2 and 1202.2.3. For Group S, Division 3 Occupancies, see Section 1202.2.7. 1202.2.2 Groups B, F, M and S Occupancies. In all buildings classified as Groups B, F, M and S Occupancies or portions thereof where Class I, II or III-A liquids are used, a mechanically operated exhaust ventilation shall be provided sufficient to produce six air changes per hour. Such exhaust ventilation shall be taken from a point at or near the floor level. MAY 30, 2001 1202.2.3 Group H Occupancies .. Rooms, areas or spaces of Group H Occupancies in which explosive, corrosive, combus- tible, flammable or highly toxic dusts, mists, fumes, vapors or gases are or may be emitted due to the processing, use, handling or storage of materials shall be mechanically ventilated as required by the Fire Code and the Mechanical Code. Ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. Exhaust ducts shall not extend into or through ducts and plenums. EXCEPTION: Ducts conveying vapor or fumes having flammable constituents less than 25 percent of their lower flammability limit may pass through other spaces. Emissions generated at work stations shall be confined to the area in which they are generated as specified in the Fire Code and the Mechanical Code. · The location of supply and exhaust openings shall be in accord- ance with the Mechanical Code. Exhaust air contaminated by highly toxic material shall be treated in accordance with the Fire Code. A manual shutoff control shall be provided outside of the room in a position adjacent to the access door to the room or in a location approved by the chief. The switch shall be of the break-glass type and shall be labeled VENTILATION SYSTEM EMERGENCY SHUTOFF. EXCEPTION [For SFMJ: When exhaus/ sys1ems conveying explo- sive, corrosive, combustible; flammable or highly toxic dus1s, m1s1s, fumes, vapors or gases are 100 percent exhaus1ed ta lhe ou1side, an emergency ven1ila1ion sys/em shu1off is no/ required. 1202.2.4 Group H, Division 4 Occupancies. In all buildings classified as Group H, Division 4 Occupancies used for the repair or handling of motor vehicles operating under their own power, mechanical ventilation shall be provided capable of exhausting a minimum of 1 cubic foot per minute per square foot (0.044 L/s/m2) of floor area. Each engine repair stall shall be equipped with an exhaust pipe extension duct, extending to the outside of the building, which, if over 10 feet (3048 mm) in length, shall me- chanically exhaust 300 cubic feet per minute (141.6 Lis). Con- necting offices and waiting rooms shall be supplied with conditioned air under positive pressure. EXCEPTION: When approved, ventilating equipment may be omitted in repair garages, enclosed heliports and aircraft hangars when well-distributed unobstructed openings to the outer air of sufficient size to supply necessary ventilation are furnished. F F F F F F F F F ~ I: C L ~ I: ~ t 1202.2.5 Group H, Division 6 Occupancies. In Group H, Divi- sion 6 Occupancies, mechanical exhaust ventilation shall be pro-I vided throughout the fabrication area at the rate of not less than 1 cubic foot per minute per square foot (0.044 L/s/m2) of floor area. The exhaust air duct system of one fabrication area shall not connect to another duct system outside that fabrication area within the building. Ventilation systems shall comply with the Mechanical Code ex- cept that the automatic shutoffs need not be installed on air- moving equipment. However, smoke detectors shall be installed in the circulating airstream and shall initiate a signal at the emer- gency control station. Except for exhaust systems, at least one·manually operated re- mote control switch that will shut down the fabrication area venti- 1-135 I I I I I I I I I I I I I I I I I I I 504.6 505.11 I The termination point for environmental air duct exhausts dis- charging to the atmosphere shall not be less than 3 feet (914 mm) from a property line or from openings into a building. SECTION 505 -PRODUCT-CONVEYING SYSTEMS 505.1· General. A mechanical ventilation or exhaust system shall be installed to control, capture and remove emissions gener- ated from product use or handling when required by the Building Code or Fire Code and when such emissions result in a hazard to life or property. The design of the system shall be such that the emissions are confined to the area in which they are generated by air currents, hoods or enclosures and shall be exhausted by a duct system to a safe location or treated by removing contaminants. Ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without enter- ing other spaces. Exhaust ducts shall not extend into or throuo-h ducts and plenums. 0 EXCEPTION: Ducts conveying vapor or fumes having flammable constituents less than 25 percent of their lower flammability Jim it may pass through other spaces. 505.2 Incompatible Materials. Separate and distinct systems shall be provided for incompatible materials. 505.3 Recirculation. Contaminated air shall not be recirculated to occupied areas unless contaminants have been removed. Air contaminated with explosive or flammable vapors, fumes or dusts; flammable or toxic gases, or radioactive material shall not be recirculated. 505.4 Minimum Velocities and Circulation. The velocity and circulation of air in work areas shall be such that contaminants are captured by an airstream al the area where the emissions are gener- ated and conveyed into a product-conveying duct system. Mix- tures within work areas where contaminants are generated shall be diluted below 25 percent of their lower explosive limit or lower flammability limit with air which does not contain other contami- nants. The velocity of air within the duct shall not be less than set forth in Table 5-A. 505.5 Design. Systems for removal of vapors, gases and smoke shall be designed by the constant velocity or equal friction meth- ods. Systems conveying particulate matter shall be designed em- ploying the constant velocity method. Systems conveying explosive or radioactive materials shall be prebalanced through d~cl sizing. Other systems may be designed with balancing de- vtces such as dampers. Dampers provided to balance air flow shall be provided with securely fixed minimum-position blocking de- vices to prevent restricting flow below the required volume or ve- locity. 5_05.6 Makeup Air. Makeup air shall be provided to replenish air exhausted by the ventilation system. Makeup-air intakes shall be located so as to avoid recirculation of contaminated air within enclosures. 505. 7 Hoods and Enclosures. Hoods and enclosures shall be u_sed when contaminants originate in a concentrated area. The de- sign of the hood or enclosure shall be such that air currents created by the exhaust systems will capture the contaminants and trans- port them directly to the exhaust duct. The volume of air shall be sufficient to dilute explosive or flammable vapors, fumes or dusts as set forth in Section 505.4. Hoods of steel shall have a base metal thickness not less than 0.027 inch (0.68 mm) (22 gage) for Class J and Class 5 metal duct systems; 0.033 inch (0.84 mm) (20 gage) for hoods serving a Class 2 duct system; 0.044 inch (1.12 mm) 28 1998 CALIFORNIA MECHANICAL CODE (18 gage) for hoods serving a Class 3 duct system; and 0.068 inch (J.73 mm) (14 gage) for hoods serving a Class 4 duct system. Ap- proved nonmetallic hoods and duct systems may be used for Class 5 corrosive systems when the corrosive mixture is nonflammable. Metal hoods used with Class 5 duct systems shall be protected with suitable corrosion-resistant material. Edges of hoods shall be rounded. The minimum clearance between hoods and combus- tible construction shall be the clearance required by the duct sys- tem. 505.8 Small Hobby Kiln Exhaust Systems. The provisions of this section apply to kilns used for firing ceramics, having a maxi- mum interior volume of 20 cubic feet (0.57 m3), used for hobby and other noncommercial purposes. 505.8.1 Hoods. A canopy-type hood shall be installed directly above each kiln. The face opening area of the hood shall be equal to or greater than the top horizontal surface area of the kiln. The hood shall be constructed of not less tlian 0.024,inch (0.61 mm) (No. 24 U.S. gage) galvanized steel or equivalent and be sup- ported at a height of between 12 inches and 30 inches (305 mm and 762 mm) above the kiln by noncombustible supports. EXCEPTION: Electric kilns installed with listed exhaust blowers may be used when marked as being suitable for the kiln and installed in accordance with manufacturer's instructions. 505.8.2 Gravity ventilation ducts. Each kiln hood shall be con- nected to a gravity ventilation duct extending in a vertical direc- tion to outside the building. This duct shall be of the same construction as the hood and shall have a minimum cross-section- al area of not Jess than one fifteenth of the face opening area of the hood. The duct shall terminate a minimum of 12 inches (305 mm) above any portion of a building within 4 feet (l 219 mm) and termi- nate no less than 4 feet (1219 mm) from any openable windows or other openings into the building or adjacent property line. The duct opening to the outside shall be shielded, without reduction of duct area, to prevent entrance of rain into the duct. The duct shall be supported at each section by noncombustible supports. 505.9 Exhaust Outlets. Outlets for exhausts that exceed 600°F (315°C) shall comply with Table 8-D. · The termination point for exhaust ducts discharging to the atmosphere shall not be less than the following: 1. Ducts conveying explosive or flammable vapors, fumes or dusts: 30 feet (9144 mm) from property line, 10 feet (3048 mm) from openings into the building, 6 feet (1829 mm) from exterior walls or roofs, 30 feet (9144 mm) from combustible walls or open- ings into a building which are in the direction of the exhaust dis- charge,.and 10 feet (3048 mm) above adjoining grade. 2. Other product-conveying outlets: JO feet (3048 mm) from property line, 3 feet (914 mm) from exterior wall or roof, IO feet (3048 mm) from openings into the building, and 10 feet (3048 mm) above adjoining grade. SOS.JO Exhaust Systems. (Reserved) SOS.JO.] Design and operation. (Reserved) 505.10.2 Exhaust ducts. (Reserved) C A C ~ A C A C A C 505.10.3 Duration of operations. (Reserved) 505.10.4 Disposal of exhaust materials. (Reserved) 505.10.5 Makeup air. (Reserved) t ~ 505.1! Ventilation and Personal Protective Equipment Requirements for Open-surface Tank Operations. (Deleted) FEBRUARY 15, 2001 A C A ~ C t A I I I I I I I I I I I I I I I I I I I 1998 CALIFORNIA MECHANICAL CODE Aluminum construction may be used in Class 1 product-con- veying duct systems only. The thickness of aluminum ducts shall be at least two B.&S. gages thicker than the gages required for steel ducts set forth in Tables 5-B and 5-C. 609.1.2 Linings. Metal ducts used in Class 5 systems that are not resistant to the corrosiveness of the product shall be protected with . appropriate corro~ion-resistant material. 609.2 Construction. Duds used for conveying products shall be of substantial airtight construction and shall not have openings other than those required for operation and maintenance of the system. Ducts constructed of steel shall comply with Table 5-B or 5-C. EXCEPTIONS: I. Class I product-conveying ducts that operate at less than 4 inches water column (995 Pa) negative pressure and convey noncorrosive, nonflammable and nonexplosive materials at tempern- 1ures not exceeding 250°F (l 21 °C) may be constructed in accordance with Table 5-B, 6-A, 6-E or, with prior approval, UMC Standard 6-1. 2. Ducts used in central-vacuuming systems within a dwelling unit may be constructed of PVC pipe. Penetrations of fire-resistive walls and floor-ceiling or roof-ceiling assemblies shall comply with Sections 709 and 710 of the Building Code. Copper or ferrous pipes or conduit extending from within the separation between a garage and dwelling unit to the central vacuum unit may be used. 609.2.1 Rectangular sections. The use of rectangular ducts conveying particulates shall be subject to approval of the building official. The design of rectangular ducts shall consider the adhe- siveness and buildup of products being conveyed within the duct. 609.3 Fittings. Fittings in Class 2, Class 3 and Class 4 product- conveying systems shall be· at least two gages thicker than the thickness required for straight runs. Flexible metallic duct may be used for connecting ductwork to vibrating equipment. Duct sys- tems subject to wide temperature fluctuations shall be provided with expansion joints. Branches shall connect to main ducts at the large end of transi- tions at an angle not exceeding 45 degrees. 609.4 Cleanouts. Except for ducts used to convey noncorrosive vapors with no particulate, accessible cleanouts shall be provided at I 0-foot (3048 mm) intervals and at changes in direction. Access • 609.1.1 609.9 openings shall also be provided for access to sprinklers and other equipment within the duct which requires servicing. 609.5 Explosion Venting. Ducts conveying explosive dusts shall have explosion vents, openings protected by antiflashback swing valves or rupture diaphragms. Openings to relieve explo- sive forces shall be located outside the building. When relief de- vices cannot provide sufficient pressure relief, ductwork shall be designed to withstand an internal pressure of not less than I 00 pounds per square inch (689 kPa). 609.6 Supports. Spacing of supports for ducts shall not exceed 12 feet (3658 mm) for 8-inch (203 mm) ducts nor 20 feet (6096 mm) for larger ducts unless justified by the design. The design of supports shall assume that 50 percent of the duct is full of the par- ticulate being conveyed. 609.7 Fire Protection. Sprinklers or other fire-protection de- vices shall be installed within ducts having a cross-sectional di- mension exceeding 10 inches (254 mm) when the duct conveys flammable vapors or fumes. Sprinklers shall be installed at 12-foot (3658 mm) intervals in horizontal ducts and at changes in direction. In vertical runs, sprinklers shall be installed at the top and at alternate floor levels. 609.8 Clearances. Ducts conveying flammable or explosive va- pors, fumes or dusts shall have a clearance from combustibles of not less than 18 inches (457 mm). This clearance may be reduced when the combustible construction is protected in accordance with Table 3-B. 609.8.1 Elevated temperatures. Ducts conveying products at temperatures exceeding 125°F (52°C) shall have a clearance to combustible materials not less than the following: ! 25°F to 250°F (52°C to 121 °C)-I inch (25 mm); 25 I °F to 600°F ( 122°c to 3 l 5°C)-8 inches (203 mm). For temperatures exceeding 600°F (3!5°C), the clearance shall not be less than required for chimneys in Table 8-D. 609.9 Protection from Physical Damage. Ducts installed in lo- cations where they are subject to physical damage shall be pro- tected by suitable guards. 39 • I 1998 CALIFORNIA MECHANICAL CODE TABLE 5-B I TABLE 5-B-MINIMUM SHEET METAL THICKNESS FOR ROUND DUCTS I REINF. I CLASS 1 NEGATIVE SPACING I Up to 7" s· to 11· 12· to 15" 1a· to 19" 20" lo 23" 24" to 35• 35• to 47" 48" to 59" 60" PRESSURE (Inches) x 249 lor Pa x25.4formm To?" 0 .021 (24 ga.) .021 (24 ga.) .033 (20 ga.) .044 (18 ga.) .055 (16 i:a.) .068 (14 ga.) .127 (IO ga.) 96 .021 (24 ga.) .021 (24 ga.) .021 (24 ga.) .027 (22 ga.) .033 (20 ga.) .044 (18 ga.) .0~5 (16 ga.l .068 (14 ga.) .068 (14 ga.) 48 .021 (24 ga.) .021 (24 ga.) .021 (24 ga.) .021 (24 ga.) .02 I (24 ga.) .027 (22 ga.) .033 (20 ga.) .044 (18 ga.) .055 ( 16 ga.) I 24 .02 I (24 ga.) .021 (24 ga.) .021 (24 ga.) .021 (24 ga.) .021 (24 ga.) .021 (24 ga.) .027 (22 ga.) .033 (20 ga.) .044 (18 ga) 8"10 II" 0 .021 (24 ga.) .027 (22 ga.) .044 (18 ga.) .055 (16 ga.) .068 (14 ga.) .097 (12 ga.) 96 .021 (24 ga.) .027 (22 ga.) .027 (22 ga.) .044 (18 ga.) .044 (18 ga.) .044 (18 ga.) .068 (14 ga.) .097 (12 ga.) .097 (12 ga.) 48 .021 (24 ga.) .021 (24 ga.) .021 (24 ga.) .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) .055 (16 ga.) .068 ( 14 ga.) 068 (14 ga) 24 .021 (24 ga.) .021 (24 ga) .021 (24 ga.) .021 (24 ga.) .027 (22 ga.) .027 (22 ga.) .044 ( 18 ga.) .055 (16 ga.) 055 (16 ga.) I 12·,015" 0 .021 (24 ga.) .033 (20 ga.) .055 (16 ga.) .068 (14 ga.) .097 (12 ga.) .097 ( 12 ga.) 96 .021 (24 ga.) .027 (22 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .097 (12 ga.) .112 (11 ga.) .112 (11 ga.) 48 .021 (24 ga.) .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .044 (18 ga.) .044 ( 18 ga.) .068 ( 14 ga.) ,068 () 4 ga.) .097 (12 ga.) 24 .021 (24 ga.) .021 (24 ga.) .021 (24 ga.i .027 (22 ga.) .027 (22 ga.) .027 (22 ga.) .055 (16 ga.) .055 (I~ ga.) .055 (16 ga.) I 16" LO 20" 0 .021 (24 ga.) 044 (18 ga.) .068 ( 14 ga.) .097 (12 ga.) .112(11ga.) 96 .021 (24 ga.) .033 (20 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .112 (II ga.) .112 (11 ga.) .112 (11 ga.) 48 .021 (24 ga.) .027 (22 ga.) .033 (20 ga.) .044 (18 ga.) .055 (16 ga,) .055 ( I 6 ga.) .068 (14 ga.) .097 (12 ga) .112(11 ga.) 24 021 (24 ga.) .021 (24 ga.) .027 (22 ga.) .033 (20 ga.) .044 (18 ga.) .044 ( 18 ga.) .055 ( 16 ga.) .068 (14 ga.) .097(12ga) CLASS 2 I Tor 0 .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .044 (18 ga.) .055 (16 ga.) .068 (14 ga.) .127 (10 ga.) 96 .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga) 48 .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 ( 16 ga.) .055 (16 ga.) 24 .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) ,044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga) .055 ( 16 ga.) I 8" LO I I" 0 .027 (22 ga.) .027 (22 ga.) .044 (18 ga.) .055 (16 ga.) .068 (14 ga.) .097 (12 ga.) 96 027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .044 ( 18 ga.) .044 ( I 8 ga.) .044 (18 ga.) .068 (14 ga.) .097 (12 ga.) 097 (12 ga) 48 .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 ( 16 ga.) .068 (14 ga.) .068 (14 ga) 24 .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) .044 ( 18 ga.) .044 ( 18 ga.) .055 ( 16 ga.) .055 ( 16 ga.) .055 (16 ga) 12"1015" 0 .027 (22 ga.) .033 (20 ga.) .055 (16 ga.) .068 (14 ga.) .097 (12°ga.) .097 (12 ga.) I 96 .027 (22 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .097 (12 ga.) .112 (11 ga.) .112 (11 ga) 48 .027 (22 ga.) .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .068 (14 ga.) .068 ( 14 ga.) 097(12ga) 24 .027 (22 ga.) .027 (22 ga,) .033 (20 ga.) .033 (20 ga.) .044 ( 18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .055 ( 16 ga.) 16" LO 20" 0 .Cl27 (22 ga.) .044 (18 ga.) .068 (14 ga.) .097 ( 12 ga.) .112 (11 ga.) 96 .027 (22 ga.) .033 (20 ga.) .055 (16 ga.) .055 (16 ga.) .068 ( 14 ga.) .068 (14 ga.) .112 (11 ga.) .112 (11 ga.) .112 ( 11 ga.) I 48 027 (22 ga.) .Cl33(20ga.) .033 (20 ga.) .044 (18 ga.) .055 (16 ga.) .055 ( I 6 ga.) .068 (14 ga.) 068 (14 ga.) 097(12ga) 24 .027 (22 ga.) .033 (20 ga.) .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .055 (16 ga.) Tor 0 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 ( 16 ga.) .068 (14 ga.) .127 (10 ga.) 96 .033 (20 ga.) .033 (20 ga.) .044 ( 18 ga.) .044 ( 18 ga.) ,055 (16 ga.) .055 ( 16 ga.) .068 (14 ga.) .068 (14 ga.) .068 (14 ga) I 48 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .068 ( 14 ga.) .068 (14 ga) .068 (14 ga.) 24 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 ( 16 ga.) .068 (14 ga.) .068 ( 14 ga.) .068 ( 14 ga.) 8" LO 11" 0 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .055 (16 ga.) .068 (14 ga.) .097 (12 ga.) 96 .033 (20 ga.) .033 (20 ga.) .044 ( 18 ga.J .044 (18 ga.J .055 (16-ga.) .055 (16 ga.) .068 (14 ga.) .097 ( 12 ga.) .097 ( 12 ga.) 48 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 ( 14 ga.J .068 (14 ga) I 24 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) 068 (14 ga.) 12·1015" 0 .033 (20 ga.) .033 (20 ga.) .055 ( 16 ga.) .068 (14.ga.J .097 (12 ga.) .097 ( 12 ga,) 96 .033 (20 ga.) .033 (20 ga.) .044 ( 18 ga.) .044 ( 18 ga.) .055 (16 ga.) .055 (16 ga.) .097 ( 12 ga.) .112 (11 ga.) .112 (11 ga.) 48 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) 068 (14 ga.) .068 (14 ga.) 24 .033 (20 ga.) .033 (20 ga.J .044 (18 ga.) .044 ( 18 ga.) .055 (16 ga.) .055 (16 ga.) .068 { 14 ga.) .068 ( 14 ga.) 068 (14 ga.) I 16"1020· 0 .033 (20 ga.) .044 (18 ga.) .068 (14 ga.) .097 (12 ga.) .112 (11 ga.) 96 .033 (20 ga.) .Cl33 (20ga.) .055 (16 ga.) .055 (16 ga.) .068 ( 14 ga.) .068 (14 ga.) .112 (11 ga,) .I 12 (11 ga.) .112 (11 ga.) 48 .033 (20 ga.) .033 (20 ga.) .044 (18 ga) ,044 (18 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga) 097 (12 ga) 24 .033 (20 ga.) .033 (20 ga.) .044 (18 ga.) .044 (18 ga.)' .055 ( 16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .068 (14 ga) I CLASS 4 Tor 0 .055 (16 ga.) .055 ( 16 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .127 (10 ga.) . 96 .055 (16 ga.) .055 (16 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .097 ( 12 ga.) .097 ( 12 ga.) .097 (12 ga.) 48 .055 (16 ga.) .055 (16 ga.) .055 (16 ga.) .055 (16 ga.) .068 ( 14 ga.) .068 ( 14 ga.) .097 ( 12 ga.) .097 (12 ga.) .097(12ga) 24 055 (16 ga.) 055 (16 ga.) .055 ( 16 ga.) .055 ( 16 ga.) .068 (14 ga.) .068 (14 ga.J .097 (12 ga.) .097 (12 ga.) .097 (12 ga) I 8" LO 11" () .055 ( I 6 ga.) .055 (16 ga.) .()55 (16 ga.) .055 (16 ga.) .068 ( 14 ga.) .097 (12 ga.) 96 055 (16 ga.) · .055 (16 ga.) .055 (16 ga.) .055 ( I 6 ga.J .068 (14 ga.) .068 (14 ga.) 097 (12 ga.J rm (12 ga.) .097 ( 12 ga.) 48 .055 ( 16 ga.) .055 (16 ga.) .055 ( 16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .097 (12 ga.) .097 (12 ga) 097 I 12 ga) 24 .055 ( I 6 ga.) .055 ( I 6 ga.) .055 (16 ga.) .055 ( I 6 ga.) .068 (14 ga.) .068 ( 14 ga,) .097 (12 ga.) .097 (12 ga) 097 (12 ga) I le" LO 15" 0 .055 (16 ga.) .055 ( 16 ga.) .055 (16 ga.) .068 (14 ga.) .097 ( 12 ga.) .097 (12 ga.) 96 .055 ( 16 ga.) .055 ( 16 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .097 (12 ga.) .112 (11 ga.) .112 (11 ga.) 48 .055 ( 16 ga.) .055 (16 ga.) .055 ( 16 ga.) .055 ( 16 ga,) .068 (14 ga.) .068 (14 ga.) .097 (12 ga.) .097 ( 12 ga.) .097 ( 12 ga.) 24 .055 ( 16 ga.) .055 (16 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .097 (12 ga.) .cin (12 ga.J .097 ( I 2 ga.) 16" LO 20" 0 .055 (16 ga) .055 ( I 6 ga.) 068 (14 ga.) .097 (12 ga.) .112 (II ga.) I 96 .055 (16 ga.) .055 (16 ga.) .055 ( 16 ga.) .055 ( 16 ga.J .068 (14 ga.) .068 (14 ga.) .I 12 (11 ga.) .I 12 (11 ga.) .112 (11 ga) 48 .055 (16 ga.) .055 ( 16 ga.) .055 (16 ga.) .055 (16 ga.) .068 (14 ga.) .068 (14 ga.) .097 ( 12 ga.) .097 ( 12 ga.) .097(12ga) 24 .055 ( 16 ga.) .055 (16 ga.) .055 ( 16 ga.) .055 ( I 6 ga.) .068 (14 ga.) .068 (14 ga) .097 (12 ga.) .097 (12 ga) 097 (12 ga.) I I 33 - I I I I I I I I I I I I ·1 I I I I I I TECHNICAL REFERENCE #7 I I I I I I I ·I I I I I I I I I I I I 45-10 FIRE PROTECTION FOR LABORATORIES USING CHEMICALS (2) A laboratory work area within a Class A laboratory unit exceeds 46.5 m2 (500 ft~). (3) A laboratory work area within a Class B, Class C, or Class D laboratory unit exceeds 93 m2 (1000 ft2). ( 4) A hood in a laboratory work area is located adjacent to the primary means of exit access. (5J A compressed gas cylinder is in use and the following exist when the cylinder c1. ls larger than lecture bottie size [approximately 5 cm x 33 cm (2 in. x 13 in.)]. ' b. Contains a gas that is flammable or has a Health Haz- ard Rating of 3 or 4. c. Could prevent safe egress in the event of accidental release of cylinder contents. (6) A cryogenic container is in use that a. Contains a flammable gas or has a Health Hazard Rat- ing of 3 or 4. b. Could prevent safe egress in the event of accidental release of container contents. 3.4.2 Emergency lighting facilities shall be provided for any laboratory work area requiring a second means of access to an exit, in accordance with 3.4.1. 3.4.3 The required exit access doors of all laboratory work areas within Class A or Class B laboratory units shall swing in the direction of exit travel. 3.4.4* The required exit access doors of all laboratory work dl'eas within Class C or Class D laboratory units shall be permit· ted to swing against the direction of exit travel or shall be per- mitted l0 be a horizontal sliding door complying with NFPA 101, Life Safety Code. · 3.4.5 Emergency lighting in laboratory work areas and exits shall be installed in accordance with Section 7.9, Emergency Lighting, ofNFPA 101, life Safety Code. 3.5* Furniture, Casework, and Equipment. Furniture, case- work, and equipment in laboratory units shall be arranged so that means of access to an exit can be reached easily from any point. 3.6 Electrical Installation. All electrical installations, includ- ing wiring and appurtenances, apparatus, lighting, signal sys- tems, alarm systems, remote coptrol systems, or parts thereof, shall comply with NFPA 70, NationalEl.ectrical Cod.P. 3.6. J Electrical receptacles, switcbes, and controls shall be located so as not to be subject to liquid spills. 3.6.2* Laboratory work areas, laboratory units, and laboratory hood interiors shall be considered as unclassified electrically with respect to Article 500 of NFPA 70, National Electrical Code. Exceptzon: Under some conditions of hazard, it could be necessary to classify a laboratory work area, or a part thereof, as a hazardous loca- t zon, /01 the purpose of designating the el.ectrical installations. (See 9.2.2 and 9.2.5.) Chapter 4 Fire Protection 4.1 General. 4.1, 1 All laboratory units shall be provided with fire protec- tion appropriate to the fire hazard, as follows: ( 1 J Portable fire extinguishers (see Section 4.4) 2000 Edilion (2) Fire alarm systems (see Section 4.5) (3) Evacuation and emergency plans (see Section 4. 6/ 4.1.2 In addition to the fire protection specified tn 4.1. J, lab- oratory units under some conditions shall be provided "·1th automatic extinguishing systems (see Section 4.2) and in~1dr standpipe and hose systems (see Section 4.3). 4.1.3 An automatic sprinkler system complying with NfPA 13. Standard/or the Installation of Sprinkler Systems, shall be provided fo1 .. the protection of any belowgrade laboratory work area 4.2 Automatic Fire Extinguishing Systems. 4.2.1 * Automatic Sprinkler Systems. 4.2.1.1 An automatic sprinkler system, where required bi Table 3.1.l (a), depending on the construction of the build- ing, the hazard class of the laboratory unit, the construction of the laboratory unit enclosure, and the area of the laboratorY unit shall be in accordance with the following: (a) Automatic sprinkler system protection for Class A and Class B laboratories shall be in accordance with NFPA 13, Stan- dard Jor the lnstaUation of Sprinkler Systems, for Ordinary Hazard (Group 2) occupancies. (b)-Automatic sprinkler system protection for Class C and Class D laboratories shall be in accordance with NFPA 13, Stan· dard for the Installation of Sprinkler Systems, for Ordinary Hazard (Group 1) occupancies. 4.2.1.2* Automatic sprinkler systems shall be regularil inspected, tested, and maintained in accordance with .'ffPA 2~, _Standard f9r the Inspection, Testing, and Maintenance oj \•Vi1te>· Based Fire Protection Systems. 4,2.2 Other Automatic Extinguishing Systems. Where required or used in place of automatic sprinkler systems, special hazard extinguishing systems and nonwater automatic extinguishing systems shall be designed, installed, and maintained in accor- dance with the following standards, as applicable: ( 1) NFPA 11, Standard for Low-Expansion Foam (2) NFPA l lA, Standard for Medium-and High-Expansion Foam Systems · (3) NFPA 12, Standard on Carbon Dioxide Extinguishing Systems (4) NFPA 12A, Standard on Halon 1301 Fire Extinguishing Systems (5) NFPA 15, Standard/or Water Spray Fixed Systems for Fm Protection (6) NFPA 17, Standard for Dry Chemical Extingwshing Systems (7) NFPA 17A, Standard/or Wet ChemicalExtinguzshingSystems (8) NFPA 69, Standard on Explosion Prevention Systems (9) NFPA 750, Standard on Water Mist Fire Protection Systems 4.2.3* Discharge. The discharge of an automatic fire exun- guishing system shall activate an audible fire alarm system on the.premises .. 4.3 Standpipe and Hose Systems. 4.3.1 * In all laboratory buildings that are two or more stories above or below the grade level (level of exit discharge), stand- pipes shall be installed in accordance with NFPA 14, Standard for the Installation of Standpipe, Private Hydrant, and Hose Sysiems. 4.3.2* Standpipe systems shall be regularly, inspected, tested, and maintained in accordance with NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems. I I I I I I I I I I I I I I I I I I 13-132 INSTALLATION OF SPRINKLER SYSTEMS 7-9.8,2 Columns within Rubber Tire Storage. Where fireproof- ing is not provided, steel columns shall be protected as follows: ( l) Storage exceeding 15 ft through 20 ft (4.6 m through 6 m) in height -one sidewall sprinkler directed to one side of the column at a 15-ft (4.6-m) level (2) Storage exceeding 20 ft (6.1 m) in height -two sidewall sprinklers, one at the top of the column and the other at a 15-ft (4.6-m) level, both directed to the side of the column Exception: The protection specified in 7-9.8.1 ( 1) and (2) shall not be rP.quired where storage in fixed racks is protected by in-rack sprinklers. Table 7-9.8.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Aisle Width 4 ft (1.2 m) 8 ft (2.4 m) Commodity Class gpm/ft2 mm/min 0.37 15.1 11 0.44 17.9 Ill 0.49 20.0 rv and plastics 0.68 27.7 \'ote· For aisle widths of 4 ft to 8 ft ( 1.2 m to 2.4 m), a direct linear in- terpolation between densities can be made. 7-10 Sprinkler System Discharge Criteria for Special Occupancy Hazards. 7-10.1 Flammable_ and Combustible Liquids. See NFPA 30, Flammab/,e and Combustible liquids Code, for sprinkler system dis- charge criteria pertaining to the protection of flammable and combustible liquids. 7-10.2 Aerosol Products. See NFPA 30B, Code for the Manufac- ture and Storage of Aerosol Products, for sprinkler system discharge criteria pertaining to the protection of aerosol products. 7-10.3 Spray Application Using Flammable or Combustible Materials. 7-10.3.1 See ~FPA 33, Standard for Spray Application Using flammab/,e or Combustible Material,, for applicable terms not defined in Chapter I. · 7-10.3.2* Spray Areas and Mixing Rooms. The automatic sprin- kler system in spray areas and mixing rooms shall be designed for Extra Hazard (Group 2) occupancies. (33: 7-2.1) 7-10.3.3 Water supply for sprinklers shall be sufficient to supply all sprinklers likely to open in any one fire incident without depleting the available water for use in hose streams. Where sprinklers are installed to protect spray areas and mixing rooms onl)·, water shall be pennittea to be furnished from the domestic supply, subject to the approval of the authority having jurisdic- tion and provided the domestic supply can meet the design cri- teria for extra hazard, Group 2 occupancies. (33: 7-2.3) 7-10.3.4 For spray application areas using styrene cross-linked thennoset resins (commonly known as glass fiber reinforced plastics). automatic sprinkler systems shall be designed and 1999 Ed1t1on installed for at least ordinary hazard, Group 2 occupancies. (33: 15-3) 7-10.4 Solvent Extraction Plants. 7-10.4.1 See NFPA 36, Standard for Solvent Extraction Plants, for applicable terms not defined in Chapter 1. 7-10.4.2* Sprinkler Systems. (36: 2-9) 7-10.5 Nitrate Film. 7-10.5.1 See NFPA 40, Standard for the Storage and Handling of Cellulose Nitrate Motion Picture Film, for applicable terms not defined in Chapter 1. 7-10.5.2 Where rooms containing nitrate film are required to be sprinklered per NFPA 40, the sprinkler system shall be installed in accordance with the requirements for extra hazard occupancies. (40: 3-1.2) 7-10.5.3 Sprinkler System Water Supply. Water supplies for automatic sprinklers shall b·e based on 20 gpm ( 1.26 Lisee) per sprinkler for 20 minutes for the total number of sprinklers in one vault, plus 25 percent of the sprinklers 111 the commu- nicating fire area. (40: 3-2.2) 7-10.6 Storage of Pyroxylin Plastic. 7-10.6.1 See NFPA 42,,Code for the Storage of Pyroxylin Plastzc, for applicable terms not defined in Chapter l. 7-10.6.2 Sprinkler System Water Supply. 7-10.6.2.1 The water supply for automatic sprinklers shall be based on the number of sprinklers liable to be affected in any fire section between fire walls or fire-resistive partitions. It shall be assumed that any one of the following numbers of sprinklers can be affected and the condition giving maximum flow used as a basis: (1) All sprinklers in a vault (2) All sprinklers in a tote box storeroom (3) Three-fourths of the sprinklers in a finished-stock store- room (4) All sprinklers in a section ofan isolated storage building (42: 2-4.3.l) 7-10.6.2.2 The water supply for an automatic sprinkler system shall be based on a flow of20 gpm (76 Lpm) per sprinkler for 20 minutes, with a minimum rate of flow of 500 gpm (1900 Lpm). Such flow shall be with an effective pressure at the top line of sprinklers of not less than 40 psi (2.8 bar). (42: 2-4.3.2) 7-10.7 Laboratories Using Chemicals. 7-10.7.1 See NFPA 45, Standard for Fire Protection for Laboratories Using Chemicals, for applicabl_e terms not defined in Chapter 1. 7-10.7,2 An automatic sprinkler system, where required by Table 3-1 (a) of NFPA 45, depending on the construction of the building, the hazard class of the laboratory unn, the con- struction of the laboratory unit enclosure, and the area of the laboratory unit shall be in accordance with the following: (1) Automatic sprinkler system protection for Class A and Class B laboratories shall be in accordance with ordinary hazard, Group 2 occupancies. (2) Automatic sprinkler system protection for Class C and Class D laboratories shall be in accordance with ordinarv hazard, Group l occupancies. (45: 4-2.1. l) '