HomeMy WebLinkAbout2840 LOKER AVE E; ; CB004060; Permitv6SZ1 City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
12/29/2000 Commercial/Industrial Permit Permit No: CB004060
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
Project Title:
Applicant:
HALL STEPHEN
210
777 S HWY 101
2840 LOKER AV EAST CBAD
Tl Sub Type:
2090820500 Lot#:
$513,408.00 Construction Type:
28 Reference #:
SCI BLEDING FACILITY
COMM
0
NEW
Tl 18,336 SF -OFFICE,MANU & WHOUSE
Owner:
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
COCC ASSCS LTD
C/0 MADISON SQ PROP INC
5414 OBERLIN DR #140
ISSUED
11/03/2000
JM
12/28/2000
12/29/2000
SOLANA BEACH CA 92075 SAN DIEGO CA 92121 7756 12/29/00 0002 01.
Total Fees: $8,914.42
Building Permit
Add'! Building Permit Fee
Plan Check
Add'! Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'! Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'I Pot. Water Con. Fee
Reel. Water Con. Fee
Total Payments To Date: $1,337.00 Balance Due: $7,577.42
$2,062.80 Meter Size
$0.00 Add'I Reel. Water Con. Fee $0.00
$1,340.82 Meter Fee $0.00
$0.00 SDCWA Fee $0.00
$0.00 CFO Payoff Fee $0.00
$107.82 PFF $0.00
$0.00 PFF (CFO Fund) $0.00
$0.00 License Tax $938.08
$0.00 License Tax (CFO Fund) $865.92
$0.00 Traffic Impact Fee $398.99
$0.00 Traffic Impact (CFO Fund) $368.29
$0.00 LFMZ Transportation Fee $0.00
$0.00 PLUMBING TOTAL $118.00
$0.00 ELECTRICAL TOTAL $310.00
$0.00 MECHANICAL TOTAL $247.00
Master Drainage Fee: $0.00
$0.00 Sewer Fee: $2,156.70
$0.00 Redev Parking Fee: $0.00
TOTAL PERMIT FEES $8,914.42
FINAL APPROVAL
Date: :S"/4¥fal , Clearance: _____ _
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired.
-,r-;;-;7 -:~ • -~ • ! , pfA"..
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA,92008
FOR OFFICE USE ON':X' O /I~ 1-...
PLAN CHECK NO:r,__) 'i(A:,(.)
EST, VAL 5 f3 :{, ~
Plan Ck. De~t/3 fd,.~
~:~:ated &t]W\ tefi(ro
Business Name (at this address)'--' .!...!.! \i.J/ VV "JI)'.);{ "_i.;:.
I 4?-t-sf-.JDHJS-c~3c::--
.)]
Lot No. Subdivision Name/Number o. Total # of units
! fM 1?0'.:10--
Assessor's Parcel #
~·:Cf22·~
DescriptionofWork
Existing Use ~ SQ. FT. #of Stories
Proposed Use
~, MNJ Uri r~
# of Bedrooms 1 # of Bathrooms
.. l~rM~. , i;: .:CQNI¥\9:r:PEf!.SON Jif µiffetent Jrom: applii:antJ ·: · ·. ~f81?1:3f 2...
Name City
:4:C:: . ·i:'.RQPJ;f!TY. 9WN5.ll . :
Name Address City S,tate/Zip Telephone#
'ij,,,--:]:O:&'r!'lif¢t{f1{ ~-c:Q.MPAN'v i..1p.~g:
(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
exe tion. Aqy violation of Section 7031.5 by any, applicant for a i:iermit Sl/bjects the applicant to a civil penalty of not mo!Y than Jive hundred dojl~r~ $5001).
et'PI'" I vi C ~.,,., 1/L. Io.-, :.\="" ~, .5"'6' I ~~~~n fL. Sr;'"' E....,d""'tla$ L.Pi 7 2.0 2. 'I a6o (.Ji./.1-/II~
Name -; Address City Sta e/Zir. .Telephone#
State License # b 2.,1..tJl.j, 7 License Class B City Business License # 2 0 l ,J !J 2
D ~J,,.,11lC0 ~ Ha f ( Address C't S 12· T I h esIgner a e I y tate Ip e ep one
State License # _________ _
. '
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 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 J,he work for which this permit is issued.
U 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 compens_ation insurance carrier and policy number are: -:, !~
Insurance Company i O , f'1 tJI ,l:'n /,.,;,r, ... Policy No. / 5"5' 4 't'6J-()O Expiration Date ->L·~() I
I
(THIS SECTION NEED NOT BE C MPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal pen ties and civil fines up to one hundred
thousand dollars ($ 0,000), in ad · · n to the co t of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE._-¥--=-=-----..r..:::....-,;.,:__~:._I>"_..__...,:.._;.....-._-+----------------DATE z_ ~ tJt:1
',7 .... OWNER"~Ul~D~.6.Ql;Pl:ARAIIQt,I. . .. . . __ • . .
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 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).
0 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. 0 YES ONO
2. I (have / have not) si_gned an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number/ contractors license number): _____________________________________________ _
5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated (include name/ address / phone number/ type of work): _______________________________________________________ _
PROPERTY OWNER SIGNATURE ______________________ _ DATE _________ _
'.99MP_Le:fE ,tl;i1s Sl;CTION .FOR"ijqN:RESIOEN'[!iJ,L BUILDIN~J:'ERMITS~ONL \r
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
1~::-:::CQ_ijst;ituct1oiil·t:$NPiNG A_G~NCY ) . :-·;-_ ·:: .-;: ; '' _:· -:·.-_ . -~: · • ·.: • ~--'.'. :·. --:
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 ----------------------------'~.,-. ·. Af PLJGJ:\J"H -G!:JITIFICAT!QN,. . .. . . ',v ',,, __ ,
y ' -' •
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 permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is no commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
at any time after the work is co d for a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE _,_t~!.~_,Cf!J ____ _
/
··'ERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT ,.
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
,1; .-.:.:.PROJECT iNF.OF<lVi.i\'rlON. · .... , · ·
e-·vn Vr'r'i\..ll: V~t; ON!. y
PLAN CHECK NO.~-----
EST, VAL. ----------~---PI an Ck. Deposit-~~~-----
Validated By......,..__,,, _____ ~-
Date "'' -----------~----''"-'' -~
i;i;:.::~A~i'J[;ioANf ':;. ::.n. ~e~_ir;;:&:m~f:~~~~~~J~~m~ioc~~r.li~filt~l~rii?t~fr ~11~t1:~~~~~!:;~f~~::f~:111~~~~~!:1:lfi.i.?:!~~~~1~~~~1r;,:~·1·r:J::=:'·~~'1·l: = ·:·:: ·.·: ~:',·.''.11·: ::: ·.
Geoffrey Swortwood 7220 Trade St. i ... ~.t_,? 300. San Diego __ __.QA.__9.,2121 (619) 566-2000
Name Addresi; City St11t~{Zii, Tsfli}l)honet fl
~4;:·:·:rYPRO'PEitf.v'bWNER:::;~r:.~{~~·:::1~~~.!~17:~8:~f:~:~~r~~~~f::~!~~~~~~-~~.':i.~1~7,?~~M ~1·~~:~~-~;:r.·1r.:?0?~~?~:~~;}~~~-~:~X~~'ff~~~:~11~rr,:~!\~;:f~·~~~~~:~:: .. ~:·tr"t:":~y;.•I'"'~ -~~·I':·,:," ·.
H. G.~on ~mpaI;X__.JE..Q_~~ S~., Ste 300 San Diego CA 92121 {6192 566-2000
Nll1'1"1/il Address CitY $.tat!J/Zi!l Telephone ii
!5.'. :i1t CONTRACtOFf! =coMPAN~y~:Ni\M!;;~:~~~;~,ff,f~t~~f;f.%;.:!~?~~:~~t~:~!~s~IT'1::f".7~~!,,~~:~~;~~f~~!~1~::f :·:1~'.?:f:~:f~:Tfi?f ~f ~i~#f.;:~~~?t~f~~~:ii~t.1:~it.~r~!!·~~~:~:~:~t!~;tJ~:J.:~~r:_-:r:?tf ~~:f ~·,·,:::,~::i: :: ~r::-::!{:,:: .·
(Sec. 7031,5 Business and Professions Co,;ic,; Any City ot Co1.n'!ty whiQh ftll(lllirjjs ll permit to Qonstrui:.t, altt11r, impr011t11, ,:t,:,moli~h c:ir rop1;1it any ~rui.tur111, prior to its
iSSIJlll'IC/il, 1111;,;, f/il~uira$1 the applicant for such permit to file a signed statem!itnt thflt h& is. lic&Med tiursui!int to the provisions of the Contractor's License L&w
(Chapter 9, commanding with Section 7000 of Division a of iho Business and Protess1om1 c;odol or thl1lt M 11: e,iefi\i:,t therefrom, and the ballifl for tM alltigl!d
exe,'l'lption. Any violation of Section 7031.5 by &f\Y tippllellnt ri:ir a permit !ilUbjact!I th!! applicant ta e clvli pal'lelty ot not more man rive hundr111d eio1111r.t; l$~001l.
Nart1!i A(!i;lre$$ City --~-M-.....-.!~.~·~----------~ Stato/Zip T!!!latihone I
$t~~Q l,.iQtHiS~ II---------Lieens~ Ch1111;. __ ~--~~~~
-~~--------------~-~-~~~-~-----w--~---~~-----------DSS!gner Name AdrJre;,:i <::ity Sttsti:,/lip ii:il~ph1>11,:1
State License# ________ _
. -s; .:. WORKERS' .ddMPENSA TION ··:·::·· _::_. :: ; :·. i:-·(: :~;=,:·~·:{. ':·~:~:::: .. ~::::~:::~;~z~:f:::t=.::~·~:!::~~:·r:~~:;:::~[!;:v·:· :~-~-'.';: ~{J.r~~:~:~7:~t:~-:~~t:~:!~1~:?~;~~;!trJ.::rttf.:-:::··~~i·::?·::::~T.}:~,~f.rf:;~:~~~:~·::irft~:~:~ ::;!:;:: .. ·~ .~:;:-·::'::'.. :~:~· ::-:7-;·
Workers' Componst>ti<>n Docltir,i,ti,:,n: I _hareby affirm under penalty of ;ierjurv one gf 1h11 followin; d1111!11rationl!: .
D I have and will maintain :ii eertificatll cf consent to self-insure for workets' ¢01'1ip81isation a:'l provid0d by S~tlon 3100 of thl'I Labor Coda, for the performance
of the work tor which this permit is issu!Jd. o· I heve imd will maintain wofkl'lrs· compensation, tis required by Section 3700 of the Labor Code, for the performance of the w.ork for which this permit ill
issued. My yvorkor's compensation insurllnca carrier and policy numbur ilro:
Insurance Company _______ ~--------~-Polley No._ ,____ I:xplmrlon oate_
!THIS SECTION N!i:EIJ NOT BE COMP!ETW IF THE F'.EllMIT IS FOR ()Ill~ HUNDl'll~D OOt.!.Afls ($100) OR t.e~s,
0 CERTIFICATE OF EXEMPTION; I certify lh\!t in the p1;1rfQrmanca of the work for which this parmit is issued, l shall not employ any parson in snv manmir so as
t1;1 b11come subject to tlie Workers' Com~ensetiori L$w$ (If Califomla.
WARNING; F~Uuro to 00<:ure wcrksrs' compenaatton l':t!V$rtl!!C 1$ un111wrul. t,ttd thaU 1ml:!Jaet ~ ~rni,loyer tQ i::rlmlnal pi;,Hdt¾l$ ~ eMI finH II.IP t@ 011@ tl\mdr~
thOU$&1ld doll!lr$ ($100,000), in sddltloo to tto0' C(lolt Qf ,;:ompe,ruiatlon. dilmafi)illll am prcvldli!d far !n Sootlon 3708 of the' l.sbor coda, !ntE!fast .mmi st11ama11'a fllllllll,
SIGNA'TtJFIE ...... ___________ ~-~~-~-~-=-~~-~~~ OATr:1_ ~-
. 7., .: ·:·:. OWNER=ilUiLD:~·.oecLAAA Tl ON. ~?~t:.~~?::~1iif~~i;1~t;~r:~~1? 0~~;~}:;i~:t:~:;:r,,:::-::~~~~:~::?·!'~~~~!;~~rf:?1t~~:::~:~:'.·~;~~;:~;.7:~:3;~:~;:~~::~E:~l:r:F)~;?,~~;::;;r~:~~·::~:,~r~;i~;~:·rt~;:E~?;crf'.~?l;:{:~f'::~:E~~~f:d:i~~~~~;~7~~r~:1 :fI;i:::;:;:;i:~
1 here~ {lfflm that I am exempt itotn thQ Contraetor's Uecm~e l.iiw for thll f1:1tlewln1;1 rea!lom
lXJ i;;~i~lhe~91:W.,J:,li~ ernl:'Jloyeies with wages ss their sale campansation, will do the worlt and the structure is not intended or offerad for ssl&
(Soc, 7044, 81.1$rr'r~:l$ {Ind Profestiol'IS Ctld!ll Th!i comraetoni Lleense Lew doe!il nr;it appfy t~ 11n !:lwmir r;if prr;ip!;!rty who buil(ls or im1:irr:1v11s tti~re1m. am;1 whp !11;1si;
,:u~h wo11: himsel1 or tlw,ugn his own ~m1,11oy"a.1:. pravlded that !luch Improvements ara not Intended or nfferad for sale, If, however, the building er Improvement iii
sold within on0 year of eompl~tien, the owner-builder will have the burden of proving that htt did l'ri:>t l;,1,1il~ or improve ,Qr the l)t.tfl:'JOS@ of .ll!!ilo). ·
0 I, BS owner of the J)rOPertv. am exclusivel11 eontrncting with li(:$!'1$81'.l COl'ltflltltOfS to construct th0 i,mJ0et (Sile. 7044, Busln!lSII and ProfHl'lfl;ln& Code:' ii'III
Contraetor'~ Lia:en~B t.aw does riot apply to e,r, <1wruir of property who builds er improves thereon. and contracts for such projact!I with t:ontractlll'lsl llt:llr'Ul9d
pursuant t11 thl!t Contraetor's l.l,::~~e Law). ·
0 I 11m sMmpt under S&ctlon ~~~---!;lu!;!ina~ end Professions Coda fur this rnnsom
1. 1~/:iirn! to providd th& major labor afld m~t&risll>l for eon11,tn.1eti,;111 of th111 pr,;,p1;1s11d IJrDl>l,Jl'tY im1>r(lviln'IC11'1f. (81 V!lS ONO
2, I (lill\14'\ I Mve rum signed ;in applit:l!llon tor a bulldlng permit fo; the proposed work. N / A
3. I ~LA contrili;tsd w,th th!t toffowing i,erson (firm) to provide the proposed construction {include name / uddtoss / l).::'::~m.~o~ ~ontr~nm:.rs lil'l&l'lfl& number!:
' '
4. l i:,11m to provide perti1;1n:!l of the wi(f'<rl_ut I have hitod tho l'olfowing pe,re:011 to e1X1rdin11te, :!.IUPBfVl&e and provide the major Wflrk (Include nsma / address I phone
number/ CQntractor.s license llllmoor); --~ . .....,
S, I will provi~p !lome of too work, but J """"' contr.t,,¢t1u:I (hiMrl} lhl"I following pa1r11on.~ to provide the work indicated !include nmma I 11ddrsss I phone l'luii'lbar I tVt,!a
nf work):__]1 A . . -~~-----------------------
F'l'!OPERTY OWNER SIGNA11JR5~ . . • tJAtt:_d,~./-/;kr,_,;: ~?V.f.f t .
:coivlfiLI;te/rHIS $EOtiON:#ltfN1'JV~i!l '.""'': -~itiifDiNlJ:: . ,.... '"Jfi:;$,fi!L~1{~1l~§~i;r?:Jf1Jt]r1t;1~B:,i;ff~/N1r,}~~~?~}i~i);(i/.l\?r,r;r~?,f~:f:;ftf'.::\'.[;i:7;11,;J·r,;:·:::.~'.')'~'.!tl(;-r,::f:~:::
ls the applicant or future building oo<:upillt'lt required to:, submit e business plan, acutely hazardous .materisifr; regi:sttati~n form or risk l'hlmt.gsmtilrt !ll'!d l)r®V@fitlon
progriim under Sections l5S05, 25533 or 251)34 ,:,f ~ho Pro1;!ey. Tanner Hs2ardoll!l Sub!ltance Aecount Act? 0 YES O NO '
Is the applicant or future building occupant FeQUlred to Qbtafn a permit from tha ufr pallution control dlstricrt or air qulillty mum1gomem district? 0 Yl:S CJ NO
Is the facility to be constructed within 1,000 foi:it ,:,f th~ ¢\lter boundi;iry of II cit;;h,:,ol site 1 0 YES O NO
IF ANY OF THE ANSWEftS AIRE! YI\'$, A FINAL CERTIFICATI: OF OCCUPANC.Y MAY i\!CT 81!: 11:HiiUiD Ui\!!.E:SS Ttti; APl'UCAI\\IT ttAS i\i1fT OR IS Mi;ll;:'i'fll\lG n!E
REQUIREMENTS OF THE OFFICE OF EM!:ftGl:NCY s1:~v1eis AND THI! AIR POLI.UTIOI\.I CONTROL DISTRICT.
I hereby ,11ffirm 'th!!t there j!) e COl)struetl1,m lending agency for the performance of the worl>: for which this permit Is l~ued (Sec. 3oai{,) CMI Cod@>.
l!:NDER'S NAME___________ l!:NOER'S AbOflESS~~-.. ~,.,~~--· --~-~~=~----··---:9: ::::;··APPUCANt~csRtiFICA ti01\f?f1:r?;;::~~;·;:iJ~:1t?-~~~~~~~~~~,~~;~l];9,~t::~i'.!;~!::,~.l~r~~~~'rt~~r~·i:;:t·";·~~~~~~;~~-;~1~;.~~}1l~~~;~r~~f~i~~;~;r~,~~~~~~~tt-:;t~~~?-:~:~]1~.r:~~;1·;,;;L~-;~~.::~':t~rt~::;;::-:::~·.:;:~f:';;?: ~:
I i;:ertify th1.1t I hav1u1,11;11;l ~hi) 1.1i,plie1.1til:m and state thin tl'!il !llbova fntarmatiCl'I is cottllmt and tl'Wit tM iflfGfl't!ation en tha llltlns ls accursta. I agree to comn1v wnn an
City ordinances and St1;1t~ laws relating to 1:iuikling COl\$trt.Wtiein. t h~ebv tl.lmcf~$ repr~entQ~Vil'IS Qf. 1htil Cl~ of Ceirlsb@!d tQ emer upoo ~ht ~1;101111 C\'li!lndonil!d
propeny for lm,1111ct/on PYIP'Qses. I At.$() Mfl!!E TO SAVE, INDJEMl\!IFY AND MIEEI" HARMLESS THIE CITY OF CAM.Sl!IA.D AGA!NS'il' AU LIA.BIU'i'IES,
JUDGMENTS, COSTS AND E¼PE'NSl:S WHICH MAY !ill ,/Ulllf WAY ACCRU$ AGAINST SAID e1rv IN COl\1$GO.!Jl'l!l!C~ OF jf,J& GMNTING OF THIS HftlllllT.
OSHA: An OSHA i:iermlt Is reciuired for 1meavatlons over r;·o· d!i!ep 11nd dem~lition 1;1r CG~ruction of structure, over a storie11 in height.
EXPIRATION: Every permit issued by tM St.1ildifli::I Oftielal Ufli;lll!r tile fJ,fOVifiions ot ti'is Code th!'lll expire bY liMitatiof! ,11nd baoams null and void if the building or
work euthorizad by such permit ill not com ~ad w· hin 3 s from t e date of such permit or if ths building or work 11uttioriMd b\l such pgrmit ;r; t.llil:l)@l'ld~cl
er abandoned at any time after the 1il com 0d fl l)e d of 1 dllvs !Section 106.4.4 Uniform Building Coda). r-/
Al'PLICANT'S SIGNATURE c DAiE //;.. ~ -9 D
------------------------------------------------,,._.,.-----------------------------------------------------------------
CilY of Carlsbad
· Final Building Inspection
Dept: Building Engineering Planning CMWD St Lite £ire -'
Plan Check #:
Permit#: CB004060
Project Name: SCI BLENDING FACILITY
Tl 18,336 SF-OFFICE,MANU & WHOUSE
Address: 2840 LOKER AV EAST
Contact Person: N/A
Sewer Dist: CA
Phone: 7608025580
Water Dist: CA
Date: 05/03/2001
Permit Type: Tl
Sub Type: COMM
Lot: 0
··························································································································································
lnsp~ /)~ Date
By:~ ~ Inspected: ·~/ Approved: ~sapproved: __
Inspected Date
By: __________ Inspected: _____ Approved: __ Disapproved: __
Inspected Date
By: Inspected: _____ Approved: __ Disapproved: __ ...........................................................................................................................................................
Comments: _____________________________ _
City of Carlsbad Bldg Inspection Request
For: 05/23/2001
Permit# CB004060 Inspector Assignment: TP ---
Title: SCI BLENDING FACILITY
Description: Tl 18,336 SF-OFFICE,MANU & WHOUSE
Type:TI
Job Address:
Sub Type: COMM
2840 LOKER AV EAST
Phone: 7608025580
Inspector: £2_ Suite:
Location: ·
APPLICANT HALL STEPHEN
Owner: FENTON H G CO
Remarks: AM PLEASE
Total Time:
CD Description
Lot 0
Act
19 Final Structural ~
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs
PCR01044 ISSUED
PCR99204 ISSUED
lnsgection Histo~
Date Description Act
05/16/2001 89 Final Combo NR
05/11/2001 89 Final Combo co
05/08/2001 89 Final Combo co
05/07/2001 89 Final Combo co
05/03/2001 44 Rough/Ducts/Dampers AP
05/03/2001 89 Final Combo co
05/02/2001 49 Final Mechanical co
05/01/2001 15 Roof/Reroof NR
05/01/2001 39 Final Electrical NR
04/26/2001 34 Rough Electric PA
04/25/2001 39 Final Electrical NS
04/18/2001 11 Ftg/Foundation/Piers WC
04/18/2001 34 Rough Electric AP
04/18/2001 44 Rough/Ducts/Dampers AP
04/18/2001 44 Rough/Ducts/Dampers AP
Requested By: RICH
Entered By: CHRISTINE
Comments
lnsp Comments
TP
TP SEE CARD
TP PARTWALKTHRU
TP
TP MECH UNITS @ ROOF
TP
TP
TP
TP
TP
TP
TP
TP UNITS @ MECH MEZS.
TP DUCTS @ PROD. AREA
TP UNITS @ MECH MEZS.
;c--,
City of Carlsbad Bldg Inspection Request
For: 05/23/2001
Permit# CB004060 Inspector Assignment: TP
04/13/2001 34 Rough Electric AP TP SUB PNLS
04/12/2001 34 Rough Electric NR TP
04/12/2001 44 Rough/Ducts/Dampers we TP
04/10/2001 14 Frame/Steel/Bolting/Welding AP TP T-BARGRID
04/10/2001 34 Rough Electric PA TP DBL PNL & TRANS
04/10/2001 34 Rough Electric AP TP CEIL LIGHTS @ CEIL
04/10/2001 44 Rough/Ducts/Dampers AP TP DUCTS, PLMNS @ CEIL
04/09/2001 14 Frame/Steel/Bolting/Welding co TP
04/06/2001 14 Frame/Steel/Bolting/Welding co TP T-BARCEIL
04/02/2001 14 Frame/Steel/Bolting/Welding co TP T-BAR CEIL CORR. AREAS
04/02/2001 34 Rough Electric co TP
03/30/2001 34 Rough Electric NR TP
03/28/2001 17 Interior Lath/Drywall AP TP COMP.
03/27/2001 17 Interior Lath/Drywall NS TP
03/15/2001 14 Frame/Steel/Bolting/Welding AP TP RM 123,126
03/15/2001 17 Interior Lath/Drywall AP TP 107, 108, STR ENCL
03/15/2001 34 Rough Electric AP TP RM 123,126
03/13/2001 17 Interior Lath/Drywall NR TP NOT COMP.
03/12/2001 17 Interior Lath/Drywall AP TP CORR 147
03/08/2001 14 Frame/Steel/Bolting/Welding AP TP CORR 147, STR#2, PH & GOWN RM.
03/08/2001 17 Interior Lath/Drywall AP TP CORR.141 & RELAT. ROOMS
03/08/2001 34 Rough Electric AP TP CORR 147, STR #2, PH & GOWN RM
03/08/2001 44 Rough/Ducts/Dampers AP TP
03/07/2001 17 Interior Lath/Drywall NR TP
03/07/2001 24 Rough/Topout WC TP
03/07/2001 34 Rough Electric we TP
03/06/2001 17 Interior Lath/Drywall AP TP HALL 124, SERV CORR 131, MANF 132-135
03/06/2001 84 Rough Combo AP TP MEZ 1 &2 FLR
03/05/2001 17 Interior Lath/Drywall co TP NEED WR COMP. FOR G.BOARD
03/05/2001 34 Rough Electric Pl TP CONF. REG ELECT. S.G.
03/02/2001 17 Interior Lath/Drywall NR TP
03/02/2001 24 Rough/Topout NR TP
03/02/2001 34 Rough Electric NR TP
03/01/2001 11 Ftg/Foundation/Piers AP TP TRK DOCK LEVELER
03/01/2001 12 Steel/Bond Beam AP TP
03/01/2001 14 Frame/Steel/Bolting/Welding AP TP WALLS RM 118, 119
03/01/2001 17 Interior Lath/Drywall AP TP INT, WALLS REST RM
03/01/2001 34 Rough Electric AP TP WALLS RM 118,119
02/28/2001 14 Frame/Steel/Bolting/Welding PA TP PROD. AREA HARD CEIL
02/28/2001 24 Rough/Topout WC TP
02/28/2001 34 Rough Electric WC TP
02/28/2001 44 Rough/Ducts/Dampers PA TP DUCTS ABOVE PROD. AREA CEIL
02/27/2001 12 Steel/Bond Beam co TP TRK DOCK LEV.
02/27/2001 14 Frame/Steel/Bolting/Welding co TP MEZRM
02/27/2001 17 Interior Lath/Drywall we TP
02/27/2001 44 Rough/Ducts/Dampers WC TP
02/26/2001 14 Frame/Steel/Bolting/Welding AP TP WALLS @ PROD AREA ( SEE CARD )
02/26/2001 14 Frame/Steel/Bolting/Welding AP TP WALLS & CEIL @ REST RM JAN. &W.H. RM.
02/26/2001 17 Interior Lath/Drywall AP TP PERM WALLS @ PROD AREA 6.5-8 LN.
02/26/2001 24 Rough/Topout AP TP
" • -'l'
City of Carlsbad Bldg Inspection Request
For: 05/23/2001
Permit# CB004060 Inspector Assignment: TP
02/26/2001 ·34 Rough Electric AP TP WALLS @ PROD AREA (SEE CARD)
02/26/2001 34 Rough Electric AP TP WALLS @ REST RM, JAN. & W.H. RM
02/26/2001 44 Rough/Ducts/Dampers AP TP EXHAUST@ REST RM, JAN. & W.H.RM
02/20/2001 11 Ftg/Foundation/Piers NR TP P.C.R. @ ESGIL
02/20/2001 14 Frame/Steel/Bolting/Welding NR TP
02/20/2001 24 Rough/Topout co TP FAILED TEST
02/20/2001 34 Rough Electric WC TP
02/20/2001 44 Rough/Ducts/Dampers WC TP
02/13/2001 13 Shear Panels/HD's co TP NOT PER PLAN
02/13/2001 14 Frame/Steel/Bolting/Welding co TP
02/13/2001 17 Interior Lath/Drywall NR TP
02/13/2001 44 Rough/Ducts/Dampers NR TP
02/06/2001 13 Shear Panels/HD's co TP NEED DTL @ CLMN BRK
02/06/2001 14 Frame/Steel/Bolting/Welding AP TP PLATFORMS@ ROOF
02/06/2001 24 Rough/Topout AP TP RESTRMS, SHR WALL
02/06/2001 34 Rough Electric co TP RESTROOMS, SHEAR WALL
02/06/2001 44 Rough/Ducts/Dampers co TP
02/05/2001 12 Steel/Bond Beam co TP TRK DOCK LEVER
02/02/2001 84 Rough Combo NR TP
01/29/2001 24 Rough/Topout NR TP NO TEST
01/29/2001 34 Rough Electric WC TP
01/29/2001 44 Rough/Ducts/Dampers PA TP DUCT PRE WRAP
01/25/2001 13 Shear Panels/HD's PA TP ONE SIDE FOR TYP 1 WALL
01/17/2001 11 Fig/Foundation/Piers AP TP ENG. FIX @ CLMN BASE
01/17/2001 41 Underground Ducts Pl TP
01/16/2001 11 Fig/Foundation/Piers AP TP *NEED CB REV. @ 9 & E LN
01/16/2001 12 Steel/Bond Beam AP TP
01/12/2001 21 Underground/Under Floor AP TP SLAB PREP @ RESTRMS
01/11/2001 11 Ftg/Foundation/Piers AP TP SLAB PREP @ PLUMB TRNCH
01/11/2001 21 Underground/Under Floor AP TP RESTRMS
01/10/2001 11 Fig/Foundation/Piers co TP
01/10/2001 21 Underground/Under Floor co TP NOT COMPLETE
01/09/20.01 21 Underground/Under Floor NR TP
01/08/2001 21 Underground/Under Floor AP TP N/INCL REST RM 120-122
''''•""IIIIUII IIJ.a~·-·--·
Jan 16 01 r4:20p Stephen Hall G19~S190!:l4
----eXiSTIN6 FOOTIN6 AND St.AS
21 lt4 OOl'el.5 TOP AAO t30TTOM -Tl!: TO
NfN FOOTIN6 iij:INfO!teMENT
p.3
Coftnection at Existing Footing
f;XIST!N$ FOOTIN6 -
------tffi GaUiMN AND BASE
----41 114 oo,a..s ~ Tl!: TO ~ f'OOTINC71
RelNF~fMENT.
2, 4t4 ~:i TOF AND BOTTOM .. Tie TO
N1:rt FOOTINS RflNFORaMfNT
Column Connection at Existing Footing
ARCHITECTS
_ 717 S. Hi;tway lOli Suife 210
SolwBeadl.CA 9WS
phor,e o19 481.41,1
£u 619 UU03t
Pftl)JECT
INTillUORlMPROVEMBN'IS
FOR
SCI
BLENDING
FACILITY
CLIENT APPROVAL
PROJECT KIJlil8?R
00--140
SHEET CONTE!iTS
FOOTIN6 DeTAI!..
S H E E T N' U M B E R
rfi 4
POOR
QUALITY
ORIGINAL S
' CLIENT: / (' k {.<?rL / _ _:.; I _J. •
L-I c--·c. ( '/!-r ~
LOCATION:
SWITCHGEAR DESIGNATION: ,,,-µ ,,i ."
/rf/7/rV
SWITCHBOARD MANUFACTURER
c '-{ i /."·"L // 17 n1 M·;.· i't.
MAIN OVERCURRENT DEVICE ,.
Cl RCUIT BREAKER
TYPE. . .. ') fl/.,) _J.,,
MODEL./CAT. NO, ,Ii )VD J / 2-o -,,-TJ(
CURRENT RATING
/Z. 6 C>
GROUND FAULT SYSTEM
TEST REPORT
TEST EQUIP. ASSE -#
'Z... o 'BJ t
SYSTEM VOLTAGE
yf;(,/z71
E~I ~,0~ N~MB_ER_~
1,o,_.c.,...l (:)C)!. t;
DATE: _7 ;_ ,,:, , ,;;/'L. r ,._,
CALIBRATION DATE: z. .. ·-z r--..i I
VOLTAGE RATING
6.:)1)
GROUNO FAULT SYSTEM D NEUTRAL.-GROUND STRAP
/(/3 .J MFGR.
zERo-sEoueNcE C! t-,-/ k.,,c Ii ;l l'ltl"llt"6' . ..._
PICK-UP RANGE MOOE!. I CAT. NO,
/)( 'T(lr ) /Z/41.S ~/ C. 1-6'
TIME RANGE
t t•,Sf --] bo M..S
SENSOR/C,T,
_1,,-1., fe1t ,,,,.1,, ( /
AS FOUND SETTIN~ o<>Jf) f PICKUP / ,i CURRENT ___ TIME -1!::..!.,;_
SETTINGS SUPPLIED BY
CJ S /~vi, ( ... )
PER PHASE
MAIN BONDING JUMPER z ,1/z/'/J
GR·O.l,JND ELECTRODE CONDUCTOR
.;;;._ ·OAwo D MCM
CONTROLPOWtRTRANSFORMER Nl:UTRAL-GROUND LOCATION
OcoRRECT D INCORRECT D CORRECTED BY CONTRACTOR ;.,-) //J. . VA
MONITOR/TEST PANEL. OPERATION
OcoRREcT D INCORRECT
BREAKER/SWITCH REACTION 11ME !RT)
· 0 l( ~ SECONDS
REDUCj:D VOLTAGE TEST (66% RATED VOLTAGE) D CYCLES µ/It D COMECT . D INCORRECT
PICK-UP CURRENT
7_ I'> .-s•· PICK-UP CURRENT MINUS 25% !-AMPS)
AMPS 0 NO TRIP (CORRECT) D 0TRIP (INCORRECT)
SYSTEM NEUTRAL INSULATION RESISTANCE TO GROUND
/J ,:' ;, f ,, tl ( L...,1 ~ u;-. ;Vi:, -f j t,J l1}c ( ' MEGO HMS
TIME-CURRENT
CALIBRATION
TESTS
REMARKS
GFSTR/90
c1990 ETI
PRIMARY CURRENT
AMPERE-TURNS
t//a ( .
1 /15 5
PERCENT
PICK-UP
ZS o Lo ~-;?1-· v e
, .·
OTHER
CA,.,:,:_ k 1-N·:.. -f-p,.i / 1-)f 11 hJ/, .. ,. f:J1-1 fr,
TOTAL
TIME
0 / 'C>
0 (/
I
REACTION
TIME
RELAY MFGR.
TIME TOLERANCE
/,J...>s;. f
S:u.-rtc lo/
PAGE __ Qf __ '-~,:~~~:.-:.
March 12, 2001
TTh'1 PHILLIPS
CITY OF CARLSBAD
1635 FARADAY A VE.
CARLSBAD, CA 92009
RE: SELTZER CHEMICAL, INC.-2840 LOKER A VE. EAST
TTh'1,
ALL SWITCHGEAR BUS AND LUG CONNECTIONS ON NEW 1200A
SWITCHGEAR FOR SIDTE 101 HAS BEEN TORQUED AS REQUIRED BY
THE MANUFACTURER.
INSTALLER: DON MORROW
WITNESS: RON FINNEY
DATE: 3/9/01
KURTICKLER
12175 Dearborn Place O Poway, CA 92064 ° (858) 486-1585 ° FAX 486-4137 ° Lie.# 547388
AM ENGINEERS
Consulting Structural Engineers
JOB 7J1:'Za:J ,,q, ,-f
SHEETNo._C-__.__I __________ . OF c3
cALcuLATEO sv _ _....A""", ..... e ___ -___ oATE , 2--c:,o
(760) 7 41-7306
•"' • •,•',•• •• :,,_., ••• ••; • '":"'• ,; .... ••••.•••t•••• • .. ,r• :,•••'•,<, :•• •:n-:••••••.••• .. •• .. •••.••~•••··-·•••••· .... ~ . .,,., • '•• • •: •• '•Y• ••• . .. . , ... ' · ; ... :.... .. .. ; .. , .. ·.... .... . , .. . . . L' 1 .... , .. ' ·' . '· i_, ... ,.· 'i/,i,:-f.l -10 ' .. '. ; . '. .. ... I . . . .. . . · .:. . : .. ' .... ' .... : .. :. _: ... '. , .... ' , .... : ... 5.1/ft!t::f'«.KIJ.: .. !?ESfb.~· ... ;. J:t ..... '. ... a .. tk:-.. ~Rfc,1 _c;,,-~'5 .. : :
. ,. ~.. ---~-... "'·., : · ... ; ; ..... : .. _: . . ·-· . . . ; :.. . . :_ .. :, ·:.. . . . . ' . . ' : . . . . : . : : ! . -................ .
--:··· · ...... :-·······i· .. ,•.; .... , ··: .. .. .. . .. , ............. -; ... , ' .. ,:.
. . .. : ... ~ ... : .. : ... .. ·. . . . .. .. .. . .. . . .. . ·: . : '.: .. · ;; .. , .. , .... '' .. : .. · .. ~ . . . . . ..
\· .. !" ' <-. :--~-----; ... t··· · .•. : ..
•.. E ... : :_ ··-:······ .: ......... :-.........• ' ; :
: .
. .. : : : .. · ............ :,
.,; ...
'
• ••• , ..... :· • '": , .• ':'' l'"" ....
..... : ... · ....... : .... : . . : : . . . . .. . · ·:· . ··.· ·:·'".· .... ·:····· : ... . ·.i ..
···.· : ··; ._ ...... .
. : . : :
: · . ;;/ .. :.; ·. ;",;/; .. :·-·: -~-:·:'I .. >~,{ ~~ ;:~~;;.z:. ;· ·, ~~-~;·: ·:,-:1/:;~ litJ · i .... _.~ni ... ·~-: .. __ .. --;. :·'.ii~~ .. \ · · P ,,,J1Jr:.. tin: L
.. .1 •........ I., .. Wi. 7?;/; <-., ........ ~' .. >t ....... , t.1.C( .. 1 .. , ............... ;A ... C ... , .. T,9., ... l... .. J1 ,:c... . . .. . fir
.-.. : ' .. , .· F?Acts: .: i.~ci. ·.:f.A~t-c:) :a: ·.s~· ~o \r-1fi. ?i·cpf a.:· Ls;;~; '.fl~-:~i\~ '.£1t-E"iJ· ocsLc_0r0 :
,: : .. ,·_ ~f.-·· .1)/11.t l}cflnt/u:V:; ,.· .~f'.la:7i,~.:.Tl~.s, JIA:1/£ .. ~~·:PF~Vi:.O.iO/ .....
: .. · ... : .. : .... : . . .. '.·. ·. · . ..; ... : .. · ..... : .. ; ... ~ .. ~ . ;. : .... ~-.: ....... '. .. '-~: .. ': .. : : ..... ~. ;• ....
. .. . ·.. . ·. i'"" .• , .......... -: ... : ... • .. . . : .: .:, ..... ": ..... :" ._ ... ; ... : ...... :··t·· •: "';. :·· .
. : . . ... : ' : . . . " . . " .-.. . ', ... • ' . . . . . .;. ,. . . .. ' . ~ .. . . . '.
.. .. .. . !· :-·1 ·· ····. ··: : : : ...... ":" :·: : ···:·· .·--·· .... .
. · ... ; · ... · ...... : ..... : ....... .
. : . ; -~ . ; ... : .. .. . . . . .., .. : . . . . . ~·
••• "";""' i • •• •• :· ,.; • •• ; .. :. ,• ........... .
........... : .. ··:·. . ... ·:· ........ ', ., .. ';, ,; .. : .... ; .. , .. ... ''" ........ .
... : .. : .. :·· ; .... = .. :-.: :
: : .. i .....
: . !
: . : . : ! .... , ... :, E : : : ' : l ........ ; .·' ..... .:...... .
:-.... · .. ,_·. : .. -{i§ 1/oJu ,: ....... ·. ',
, .... ··: .. ·· . ... , .. ;,,· ....... : . ' '--: . .. .. : . . . : . : .. ,: ... ~
Joe .JJ.-zaut></ AM ENGINEERS
Consulting Structural Engineers
SHEETNo._Q._'2..:--_· ____________ OF_c-_,,,_3 ____ _
CALCULATED ev_A...__·-~----------DATE 17. -oa
(760) 7 41-7306
. ·:· •,• .,.... . ~--. •,
: : ..
i: ...... =· ... --· ...... ·.·
\ \ " ' ' -:r ' :· "," · --Cow.1 f IJ ... .J ... : ... ~ ... ; ..... . .: ..... · ........ " . ,, ..
i ; : : ' ' . . . : ... . . ... . . . . . ~. •' . . . ' ,, " ...... ...
, . 1:,.:.;c.,,oK i.:;rr: ~5ri~--,' :· .
i ..... -.....
~ . . . ...~ . : . . ...
, ', ' " " " '" ' : ';" ' )j' :---:--:--' :-' ... , . : · ... ' .. ·--4 "}j )j"''(UA' .. ,'°'"' ..... ,... .. " . , ....... .-.;: i;Cl!J'i~?-; : _;)ie~,:: ::t: '.:-· ·'·: .· .. ·'·
-, , "' --TG 1.I_---, . ,. "', .. 11/1 ";' , ... Z._ . ," , .. /6.... T: ,, . :--',"""" , .... ,,
,: ... :
-... , '· ... .;j.jr..i}(";_~*")J/4-r.:.·:_ .-: .. _.I; C!·:rf.::/B~r(. :.--:: i : :·-;:.::,; ... ,: ...... ,
.. : .--. • 1t,,}7:J3jj i};Jztft/ l;ii ~1/: if;~~~)~{] ~~<lt,C ;~5J1
.... : ... ::·-t--:~\'~~:;::~:.iri:;,:~:--~;-.4.~·~/f~'f-::~/f{..;/2s~~~-:--r~t , ... : .... '.. ,
': • :· ••• • ~ • ' ,• • . . •. • , ..•• ' . . • . • ••• • . •.. • : .. •• l. ·. • .. _..... ··--: •; • ·! .,
-·:: -:--ttsJ,J lr. :~'c'.g\J\~_-; ·lqA-ri-~&c'.<s1W---~: '-------.: .:: :::·:_ .. ,_ ; ... ;--·:: : ,_. --·::. -
'""' ' . . . t ! . . .. : .ff;/p;f¾.-·tii;J~11~;,.i-.. -.•. :::ir·: :;:-j.
• • : : : • i •• i"
'" • ............... -............ -. '"' ............... .,..... • ...... ••••• ............... •< :· ...... •• ••••
•. i ;j,)t),,.~ ~L &.Q7. ::, , -: '~~: •• _:~:;,1ii-; D'·
•.. · "!. : ..... : ,:L:?;_g:7;.· :·: ;_ -:~f.-~~--1-:: "7--, --~-~----i~--~-P:~' ·: -~-P/;-Z--~-'~_-:: ·,_ :_;~-~,_~....;__.----.:__
. . . . .. .. . -~ ... ' .... '·::· .. ,·. ' ' ; ; ; ,' ':-', ·,;: ' ·:--
·: .
:· ..
... . : ..
. ( . ., .. L
. ·:·
:······· --·; ·:,
__ ;_,,.,= ..
... :··'
. : i
' ' .: .. ; ... , .....
. ·:·· .
. .. : .•. · •.•• = .... : ..
./... -.
"!"" : '";"· "" ·:
"':• •" ',' .,. ·· .... ...... :.'
: .. . .. : ... . . -~--
. : ! ·:···:·
. ·~ •• • • . : ' • •• • f • :
•:-·····; ..... :. · .. : .
. .. . ··:·· .. , .. .... i ....... : . ! . ,. l ··. ··:·· ,• .-.. . ... : ... ····;"
.. '. .. ·;··· . : ... : . . : .. : .... . : . ~ ,. ~ ... ~ .. :· . ·: . ·j . i .. ; •
• : ••••• •!. ·--·+. =····· .. : .. =. .. : , ..•.... :, :
...... {•···· ·:·· .·. :···· ; ... : .... : :·· ..... , ........ :,
. . .• ... ..; ... : ... ~.. :
• : l ... :·" : .....
. ·:· ', . : : : ...... :·· ....... l. !' .... ·: ...
. 'i
: ; I.!., : ... : ... · ....... [ .... · .. .
,, .. :
... ·:•"• ··:··
: : :"
:· "f"', ·:"·· ; . . .. :. ;, .:.
··.···:· . .. ,• .. ; ··;· · ....
.: .... : .. : •:. ,. •' .·. · ...
.. t.,; ... i .. · ...
1 •• : i ' ' ..... :,, .. ,. "f" : :--.'· ';' ...... ·, ............ :. · ..
' • , 1 ••• ,. ..... : .... i.. _: .. ;__ . -~ ... i· . . . .. . , ~ .. : : . . . r--· . i ....... •• • ••• : ···=
.· .. ! .... ; -; .. : .... ; .... ; ...... -; .. i ·+· ·:···: .....
-~ ...... f' ". , .... :.
_... _ ... "E ... : . : . ~· .,
.;. : ... . ... ... . : , .. : .. : "'. . ~ '"
: .. i .. :
' ' : . : "·>. ! .. , .•. }
· ..... :
': ··.·
. : . . . ~ . .J. . : .
' ' ··,1···-i·"····:
·. ··r-··
' ···; '! .. :«
l""' -~ .... ·' .. • •• :··· ....... =··
-4~ ~4-t.P xi z; A ~:s
• • I •
A'?..a-AD8:~11,11£.
AM ENGINEERS
-:;µ-Zc;t:}/.s(../ JOB ____ ~__:, ________________ _
Consultlng Structural Engineers
sHeETNo._C::....:3::._ __________ oF_c--=:s;:;.._ ___ _
CALCULATED ev_,A'2.~;;:,_~-_, __________ oATE .....:{_'1_-_u_o ___ _
(760) 7 41-7306
: .. J ... ) .. :... . . ... . ....... : ..... , .. .
i1ii~:~16r.iiJ( R.2i~t:>··C.bU t .. c.a;iJ::·· fJii/iiJ; .... : ,
. ~', .. , .. : : ··;·"·:"·;
"i'·•
-~ "' ' " • • • I • : /
. .. , ... ,, ... .1.
; . :·· .. ~ r·· .. , .. : .... -: •...... ; , . . ' . : .. . ,:, .... : , .. , .....
",'• • .;o·····i-• ··:-
:. : .. , ...
·; , ... ~ . L.. ·; · . :--.:,.,; ....
... >--·--· •' ... ,.i .. '":' .. : ",'· ... i _: .. · ,,, •. :..,,t··
•• ,:, .... ·}· •• t~ .. : • . . ....... . ,
.... · .. -.... ,. ;-
,. <·· ·--:·
· ... , ..... : .. • .. · ... .. . : ,.,:., ', ..
.. :. ,.• . . •··
:··:· .. · .... ; ..... ; ... : ... : " .· . : t" ··: . ~-. : . ! : ' ·. ·. ···:·· :· ., ....
.... ~ .
' --=···: "·:·
•. . . · ... :· .. ' . . .. . : . . • : ...... : •. : ...... :' .•. i .. . •.• . . =· •• • ;~ .. ~ .• ·,.. ·:· .• :' :··· . "" -
. . = : . : . . : .. '•. ·_: • --~ .. : •• ,i. : . . : .. ~ .•.•. ~ • • .. : • .• ··---.. . . -:· ....... :' . ;« ~ .. ; . , ; "'·;, ..... "' : . ,• . ' . .. .. :
. ' .. ·.· ': "':.. .•. .., .. . . : .. -......... 5. ···-· .... ,. •.....
' . . ',·,··_··; .. ~: __ :·_:' ' ........... ,.: ; __ :.: : .. ,-";· .. ' ., ..... ,., .. , .... · ... ' ... '.1. ...
.. _ ··;· ·q<,.[., __ ~:. ·/:5?<-14:x_ ·:--,~3fl(~·-;·· ;-: .... f~:·_! /;S;~".:: 1~s,1:;·:. :: ·:1---__ i :_· ;· __ -_i. ·-:: ., ·_-: ·t·.;:. _:· · :::.: :· .. ;.0.-:f-l,
., .
· ... : ...... , .. ·r ...
·'.· •• : ...... ,. .· .• ,! .. ; ... : ..
·. . ; . ':. , ..
: :
': .. ~· ..
,.:, •• 'I-: ..
......... =, ......
........ ,· ,,
!, . , \"
:· ·1 ..
.·W:1~)~3( .
_.B~ ~1 --rf!)L.:-:ts .
!:· ,.,,_ : : :Aorc.1?t1Arc:
: .. ' .. l. . ...... :,,, ..... ..
.. . . . : . -~ , ..
.. ; ... -;,. ·;· :'
.. ,..,•, ..
. ' .... · ·;·· .... i .... ""':'"
·: ....... _ ....
1 ........ : ... : •••••
. : i ... :• ·; ·· .... ' ...
J ·--!·· ........ f· .... : . •• 1 .. : .. :., '• .. , . : .. : ..
··=··:· ...
'! ·:-····· ·; -:····:· .. · .. : T :. . +. :-·· . ., ··!
: .:., :_ ., .. · ..
.• '"·:''" ... ·t··
~ ,J .. : •••• ·-: •• ·-· .... ; ....... ]" :·· :•
• • • • t ... ,,: .. ,; "{"'"·:···: .. , ... · .. i. ,; ......... _. ·: .................... .
: .. ,' ~ ... , :· "':' :··· :" ·; '"'1 "·:··: .... :
... : .. : ..
..... ····.
...,.· ..... _. "•. ""'" ....
JD:CTE ESCONDIDO FAX:760-?1l6-9806 PAGE 1
C0Nsmucr10N 'IksTJNG & ENGINEERING~ INC.
SAN DIEGO, CA. • NVMRRlllE, CA • VEN'.fl/RA,CA • TRACY,C,\ • LANCASTER, CA • SACMM&NTO, CA
.2414 \'Jnt)'.il'G ,\tt, '90 &, l'nntcland C..l.
Sulit G S.llt?
&tollildi, CA ~29 ~c:,\91719
(760) 746-'9SS (909) 37J.1690
{?6n> 1•6-ffl6 m (009) 371•.U'8 FA)[
January t 0, 2001
Mr. Richard Brandt, Superintendent
Beating C.Onstruction. Inc.
561 Saxony Plaoe, Suite 101
BtlQinitas. California
164S Padllc An:,
Sulh:m
O:>anl, CA ~3011
(f0$) 486-6415
(8C$) 486,!IOlli FA1'
Subject: Review ofFootin& Bxcavadons
Proposed Tenant linprovements
SCI Blending Facility
2840 But Loker Avenue
Carlsbad, California
Pennit No. CB004060
24l W. LarrJ1 .fll56 101h St. w.
Suit. F Unick
'.lracy, CA 95.l04 I.an~r,C'A9J534
(209) 8J~48'l0 {'61) 72'-9'"
{~) IU9•lS115 m ("Jl ?'l~M6 l'H
CTE 1ob No. l 0--4534
At your request. CTB has reviewed footing excavations for the proposed tenant
improvements at the referenced site. The fbllowing observations we.re made during ihese
inspections:
• The footing excavations were dimensioned according to or greater than reviewed
project plans,
• The soil materials exposed in the footing excavations appeared to consist of suitably
dense, low to :moderately expansive. silty sand or sandy silt materials. •
• The soil materials exposed at the base of the footing excavation were found
moderately to strongly resistant to probing indicating that adequate capacity exists for
the proposed construction.
We recommend mmoval of any loose slough or accumulated water before placing concrete.
Should you have any questions or need further information please do not hesitate to contact
this office.
Respectfully submitted~
CONSTRUCTION TESTING & ENOlNEBRINO, INC.
r,CEG#2136
3628 Mecllsoll Ave,
S11t~21
N. Jflghlands CA~
(9111)33Mo.ll
(9111) 33140.17 FAX
GEOTECHNfCAL AND CONSTRUCTION ENGINEElUNG TESTING ANJ) INSPECTION
EsGil Corporation
1n Partners/i.ip wit/i. (jovemment for 'Bui[tfing Safety
DATE: 12/28/00
JURISDICTION: Carlsbad
PLAN CHECK NO.: 00-4060
PROJECT ADDRESS: 2840 Loker Ave. East
PROJECT NAME: SCI Blending Facility TI
SET: III
CJ APPLICANT
CJ JURIS.
CJ PLAN REVIEWER
CJ FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
• The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed 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:
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: Gene Chapo
Date contacted: (by: )
Mail Telephone · Fax In Person
elephone #: In Person
Fax#:
• REMARKS: A. Each sheet of the plans must "'.,.,,..,,.,uned and sealed by the licensed architect
assuming design responsibility. B. Energ orms found on sheet M1 .0 and E1 .2 must be
signed by the principal designer. C. The ttached replacement sheets must be incorporated into
the city set 11 plans to make an approv 2nd set of plans.
By: Chuck Mendenhall
Esgil Corporation
D GA D MB D EJ D PC walk in
Enclosures:
trnsmtl.dot
EsGil Corporation
1.n Partnersfiip witfi (jovemment for '13uifaing Safety
DATE: 12/21/00
JURISDICTION: Carlsbad
PLAN CHECK NO.: 00-4060
PROJECT ADDRESS: 2840 Loker Ave. East
PROJECT NAME: SCI Blending Facility Tl
SET: II
~CANT
~ CJ PLAN REVIEWER
CJ FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
• The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
• The applicant's copy of the check list has been sent to:
Chapa & Hall, Att'n: Stephen Hall
777 S. Hwy 101, Suite 210, Solana Beach, CA 92075
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: Stephen Hall Telephone#: (858) 481-4141
Date contacted: 12-/z.., /oi:l (by:fA x-) Fax #: (858) 481-8034
Mail c.--Telephone
D REMARKS:
Faxc.,,.,--' In Person
By: Chuck Mendenhall
Esgil Corporation
• GA • MB O EJ O PC
Enclosures:
12/13/00 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
,· Carlsbad 00-4060
12/21/00
NOTE: The items listed below refer to the item numbers from the previous
list. These remaining items have not been adequately addressed. The notes
in bold at the end of each item are to emphasize the remaining problem.
1. Please make all corrections on the original tracings, as requested in the
correction list.
Submit three sets of plans for commercial/industrial projects (two sets of
plans for residential projects). For expeditious processing, corrected sets
can be submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly
to the City of Carlsbad Building Department, 2075 Las Palmas Drive,
Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil
Corporation and the Carlsbad Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9.320 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.
2. 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. Final plans must be signed and sealed.
7. Stair handrails must be 34" to 38" above the nosing of the treads. Detail
16/A6.2 shows 32" high handrail. Detail 16/AG.2 still shows the handrail
at 2'-8"
• STRUCTURAL
8. The moment frame shear tab connection shown in deta_il 8/S5 must be
designed to resist n X the seismic shear force. Provide design calc's to
show that the shear tab, connection and the A307 bolts will comply with the
code requirements. The connection design must include the shear tab
as well as the flexural pat of the connection. The design did not include
the shear tab or bolting to resist n X seismic shear loads.
· 12. Complete the attached special inspection program form for the special
inspections listed on sheet S 1. See the attached.
...
'
Carlsbad 00-4060
12/21/00
+ PLUMBING, MECHANICAL AND ENERGY CORRECTIONS
+ PLAN REVIEWER: Glen Adamek
1. Correct the Technical Report, Uniform/California Codes Analysis,
Hazardous Materials & Storage Operations dated 23 October 2000, by
Eriksen-Rattan Associates Inc.:
A) The Technical Report-Overview, does not cover the 17 materials
that are Class I, 11, or Ill-A flammable and Combustible liquids as
shown in the Attachment 18 of the report.
8) The Attachment 18 of the report list many of the materials as "Use
in exhaust fume hoods". But the Attachment 1 A shows none of the
materials are being used. Please correct the Attachment 1A to
show the amounts of materials in use.
C) Clearly show that "Portable Vacuum/Particulate Collection
Equipment will be provided in the Blending rooms 136-139 & 143-
145 to control the combustible particulate material as per Item # 9
in Table 4.0 of the report to keep dust levels from building up.
D) The Fire Department must review the Technical Report,
Uniform/California Codes Analysis, Hazardous Materials & Storage
Operations by Eriksen-Rattan Associates Inc. for Fire Department
approval.
2. Each sheet of the plans must be signed by the person responsible for their
preparation. Business and Professions Code. The licensed designer must
sign each sheet of the plans.
PLUMBING (1997 UNIFORM PLUMBING CODE)
14: Show the required floor drains in the toilet rooms containing 2 or more
water closets or a combination of 1 water closet and 1 urinal, except in a
dwelling unit. The floor shall slope toward the floor drains. UPC. Section
412.2.1. Sheet P3.1 does not show the required floor drains.
MECHANICAL (1997 UNIFORM MECHANICAL CODE)
18. Clearly show on the plans that "Portable Vacuum/Particulate Collection
Equipment will be provided in the Blending rooms 136-139 & 143-145 to
control the combustible particulate material as per Item# 9 in Table 4.0 of
the Technical Report to keep dust levels from building up. UBC, Section
306.8
20. Detail required fume hood exhaust ventilation systems, as required per the
Technical Report in compliance with UMC Chapters 5 & 6.
u Carlsbad 00-4060
12/21/00
A) Detail the required make-up air as per UMC, Section 505.6.
B) Detail the exhaust outlet clearances as per UMC, Sections 504.6 &
505.9.
C) Clearly show the type of material to be exhausted by each exhaust
system.
D) Clearly show the duct materials are suitable for the intended use.
UMC, Section 609.1
E) Clearly show the exhaust duct material and gage used for each
duct size. See UMC, Table 5-B & 5-C.
F) Separate and distinct systems shall be provided for incompatible
materials. UMC, Sections 505.2
I) Detail required duct cleanouts as per UMC, Section 609.4.
K) Detail duct support as per UMC, Section 609.6.
ENERGY CONSERVATION
22. On the plans clearly show the wall and roof insulation locations, thickness,
and R-values, as per the energy design. Clearly show the required wall
insulation in the framed wall between the conditioned space and the non-
conditioned space. Show the required R-11 wall insulation at all 8-inch
CMU exterior walls. Show the required R-19 roof insulation.
26. The Principal Envelope Designer must sign the ENV-1 form on sheet
M1.0.
27. The Documentation Author and the Principal Lighting Designer must sign
the LTG-1 form on sheet E1 .2.
Note: If you have any questions regarding this plumbing, mechanical and energy
plan review list please contact Glen Adamek at (858) 560-1468. To speed
the review process, note on this list (or a copy) where the corrected items
have been addressed on the plans.
+ ELECTRICAL PLAN REVIEW
+ 1996 NEC
+ PLAN REVIEWER: MORTEZA BEHESHTI
1. Show on the plan the location of the existing service(s) NEC 110-16, 230-2.
SHOW THE MAIN ELECTRICAL ROOM LAYOUT WITH EXISTING AND
NEW EQUIPMENT.
)
1.-' Carlsbad 00-4060
12/21/00
2. Specify the dimensions of equipment rated 1200 amps or more. NEC 110-
16(c). SUCH AS 'MSA'.
3. Show the location of the transformer. NEC 110-16,240-24,300-21. SEE
COMMENT#1.
4. Provide a minimum of 1 foot-candle of emergency illumination at the shipping
/receiving floor level. UBC 1003.2.9.2 & NEC 700-16. PLS. PROVIDE FOOT-
CANDLE CALCULATIONS TO PROVE THAT A MINIMUM OF ONE FOOT-
CANDLE HAS BEEN DESIGNED.
8. Each sheet of the electrical plans must be signed by the person responsible
for their preparation. Business and Professions Code. PLS. SIGN THE
ELECTRICAL PLANS.
Note: If you have any questions regarding-this electrical plan review list please
contact Morteza Beheshti at (858) 560-1468. To speed the review
process, note on this list (or a copy) where the corrected items have been
addressed on the plans.
EsGil Corporation
----1.n Partnersliip Witli (jovernment for '.BuiMing Safety
DATE: 11/22/00
JURISDICTION: Carlsbad
PLAN CHECK NO.: 00-4060
PROJECT ADDRESS: 2840 Loker Ave. East
PROJECT NAME: SCI Blending facility TI
SET:I
D APPL: ANT
JURIS.
D PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
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 b~ing 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.
II The applicant's copy of the check list has been sent to:
Chapo & Hall, Att'n: Stephen Hall
777 S. Hwy 101, Suite 210, Solana Beach, CA 92075
D Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Iii Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Stephen Hall Telephone#: (619) 481-4141
Date contacted: r r / 2-2--/cm (by: F-Ar) Fax #: (619) 481-8034
Mail -----Telephone
D REMARKS:
Fax, ... /' In Person
By: Chuck Mendenhall
Esgil Corporation
Ill GA II MB D EJ D PC
Enclosures:
11/6/00 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
Carlsbad 00-4060
11/22/00
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.: 00-4060
OCCUPANCY: B,Fl,S1
TYPE OF CONSTRUCTION: VN
ALLOWABLE FLOOR AREA: unlimited
SPRINKLERS?: yes
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 11/22/00
FOREWORD (PLEASE READ):
JURISDICTION: Carlsbad
USE: Research, Mfg & Storage
ACTUAL AREA: 106,139
STORIES: two
HEIGHT: existing (No change)
OCCUPANT LOAD: 225 TI Only
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 11/6/00
PLAN REVIEWER: Chuck Mendenhall
This plan review is limited to the technical requirements contained i~ the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department,
Fire Department or other departments. Clearance from those departments may be required
prior to the issuance of a building permit.
Code sections cited are based on the 1997 UBC.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot
Carlsbad 00-4060
11/22/00
1. Please make all corrections on the original tracings, as requested in the correction
list.
Submit three sets of plans for commercial/industrial projects (two sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the
City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA
92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the
Carlsbad Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (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.
2. 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.
3. Provide a statement on the Title Sheet of the plans stating that this project shall
comply with the 1998 edition of the California Building Code (Title 24 ), which
adopts the 1997 USC, UMC and UPC and the 1996 NEC.
4. Provide a complete description of the activities and processes that will occur in
this tenant space. A listing of all hazardous materials should be included. The
materials listing should be stated in a form that would make classification in
Tables 3-D and 3-E possible. The building official may require a technical report
to identify and develop methods of protection from hazardous materials. Section
307.1.6.
5. Glazing in the following locations should be of safety glazing material in
accordance with Section 2406.4: Glass in Office 206 tha6t is located within 24" of
the door to the office.
6. The reflected ceiling plan on sheet A3.1 show a hard lid on all the manufacturing,
blending and service corridors. Sheet S3 of the structural plans does not show CJ
over all these areas. Please clarify.
7. Stair handrails must be 34" to 38" above the nosing of the treads. Detail 16/ A6.2
shows 32" high handrail.
Carlsbad 00-4060
11/22/00
• STRUCTURAL
8. The moment frame shear tab connection shown in detail 8/S5 must be designed to
resist Q X the _seismic shear force. Provide design calc's to show that the shear
tab, connection and the A307 bolts will comply with the code requirements.
9. The new mezzanine structure is laterally independent of the existing. Include in
the design and details a seismic separation per UBC 1633.2.11.
10. Include in the weld notes in detail 8/S5 that the top and bottom flange ·groove weld
will be a full penetration groove weld (FP).
11. The design of the steel frame utilizes a computer design "Frame analysis v2.0".
This design does not include a code check of the member sizes and connections.
12. Complete the attached special inspection program form for the special inspections
listed on sheet S1.
+ PLUMBING, MECHANICAL AND ENERGY CORRECTIONS
+ PLAN REVIEWER: Glen Adamek
1. Provide data on proposed hazardous material to be stored and used. UBC,
Section 307 and UFC.
a) Clearly show types of hazardous material is being stored or used. Provide
a list of the proposed hazardous materials as per the types in UBC,
Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS).
b) Clearly show the amounts of each type of hazardous material to be stored
and in use.
c) Clearly show where in the buildings each type of hazardous material is
being stored or used.
2. Each sheet of the plans must be signed by the person responsible for their
preparation. Business and Professions Code. The licensed designer must sign
each sheet of the plans.
PLUMBING (1997 UNIFORM PLUMBING CODE)
3. Provide the site plumbing plans showing the sizes and locations of the gas
meters and water meter; and the sizes, routes, and slopes of the building sewer,
storm drainage system, site gas lines, and site water lines.
4. Please show the elevation of the upstream public or private sewer manhole
cover. As per UPC, Section 710.0, provide backwater valves on all building
Carlsbad 00-4060
11/22/00
drains which serve plumbing fixtures with flood rim elevations below the public or
private upstream manhole rim elevations. Only fixtures with flood rim levels
below the public upstream manhole rim elevation may flow through a backwater
valve.
5. Provide complete water line sizing calculations, including the water pressure,
pressure losses, water demands, and developed pipe lengths. UPC Section
610.0 and Appendix 'A'.
6. Provide gas line plans and calculations, showing pipe lengths and gas demands.
UPC Section 1217.0.
7. Are any of the drain, waste & vent systems 'acid waste systems'?
8. Correct the note #5 on sheet P2.1. As per UPC, Section 804.1 the indirect
waste receptors must in areas that are in general use by the occupants. Not
inside walls.
9. Provide the plumbing plans for the gasses (N2 & AR), de-ionized water, and
steam systems.
10. Detail the backflow protection of water connection to de-ionized water system
(non-potable water). UPC, Section 603.4.12
11. Detail the backflow protection of water connection to fire protection systems as
per UPC, Section 603.4.18.
12. Show main roof drainage sizing and overflow roof drainage sizing as per UBC,
Section 1506, and UPC, Chapter 11.
13. Following locations, as per UPC. Section 412.0:
a)
14. Show the required floor drains in the toilet rooms containing 2 or more water
closets or a combination of 1 water closet and 1 urinal, except in a dwelling unit.
The floor shall slope toward the floor drains. UPC. Section 412.2.1
MECHANICAL (1997 UNIFORM MECHANICAL CODE)
15. Detail overflow (secondary) condensate discharge from air conditioning units that
are in a ceiling space to readily observed locations. UMC Section 1105.12.
16. Provide smoke detection in supply air duct of 'air-moving system' for required
shut-off for smoke control as per UMC, Section 608 and also see Section 203.
Carlsbad 00-4060
11/22/00
17. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, 11, or
Ill-A liquids are used (in any amount), mechanical exhaust shall be provided
sufficient to produce six air changes per hour. Such mechanical exhaust shall be
taken from a point at or near the floor. UBC, Section 1202.2.2.
18. "Equipment, mac,hinery or appliances which generate finely divided combustible
waste or which use finely divided combustible material shall be equipped with an
approved method of collection and removal." UBC, Section 306.8
19. Show mechanical equipment shall not be installed in a location where it is
subject to mechanical damage unless protected by approved, substantial
barriers. UMC, Section 304.9.
20. Detail required dust collection and/or exhaust ventilation system compliance with
UMC Chapters 5 & 6.
a) Detail the required make-up air as per UMC, Section 505.6.
b) Detail the exhaust outlet clearances as per UMC, Sections 504.6 & 505.9.
c) Clearly show the type of material to be exhausted by each exhaust
system.
d) Clearly show the duct materials are suitable for the intended use. UMC,
Section 609.1
e) Clearly show the exhaust duct material and gage used for each duct size.
See UMC, Table 5-B & 5-C.
f) Separate and distinct systems shall be provided for incompatible
materials. UMC, Sections 505.2
g) Detail ducts conveying explosives or flammable vapors, fumes or dusts
shall extend directly to the exterior of the building without entering other
spaces. UMC, Section 505.1.
h) Detail minimum duct conveying velocities as per UMC, Section 505.4 and
Table 5-A.
i) Detail duct cleanouts as per UMC, Section 609.4.
j) Detail required explosion venting of dust collection systems as per UMC,
Section 609.5.
k) Detail duct support as per UMC, Section 609.6.
I) Detail fire protection as per UMC, Section 609.7.
m) Detail clearances from combustibles as per UMC, Sections 609.8 &
609.8.1.
n) Detail protection from physical damage as per UMC, Section 609.9.
Carlsbad 00-4060
11/22/00
ENERGY CONSERVATION
21. Provide plans, calculations and worksheets to show compliance with current
energy standards.
22. On the plans clearly show the wall and roof insulation locations, thickness, and
R-values, as per the energy design. Clearly show the required wall insulation in
the framed wall between the conditioned space and the non-conditioned space.
Show the required R-11 wall insulation at all 8-inch CMU exterior walls. Show the
required R-19 roof insulation.
23. The L TG-forms on sheet E1 .2 shows the conditioned floor area to be only
19,480 square feet. The ENV-1 and MECH-1 forms show the conditioned floor
area to be 21,191 square feet. Why the difference?
24. On the L TG-1 Part 2 of 2 form clearly list the required automatic shut-off, daylit
area and exterior lighting controls:
a) Provide automatic shut-off controls for lighting as per Title 24, Part 6,
Section 131 (d).
b) Show the daylit areas and required daylit area lighting controls for lighting
in daylit areas. Title 24, Part 6, Section 131 (c).
c) Detail required exterior lighting controls. "Exterior lighting controlled from
a lighting panel within the building shall be controlled by a directional
photocell or astronomical time switch that automatically turns off exterior
lighting when daylight is available."
25. The corrected, completed and signed ENV-1, L TG-1, and MECH-1 forms must
be imprinted on the plans. The ENV-1 part 2 of 2 and MECH-1 part 2 of 2 forms
are not on the plans.
26. The Documentation Author and the Principal Envelope Designer must sign the
ENV-1 form on sheet M1 .0.
27. The Documentation Author and the Principal Lighting Designer must sign the
L TG-1 form on sheet E1 .2.
28. The Documentation Author and the Principal Mechanical Designer must sign the
MECH-1 form on sheet M1 .0.
Note: If you have any questions regarding this plumbing, mechanical and energy plan
review list please contact Glen Adamek at (858) 560-1468. To speed the review
process, note on this list (or a copy) where the corrected items have been
addressed on the plans.
Carlsbad 00-4060
ll/':?,2/00
+ ELECTRICAL PLAN REVIEW
+ 1996 NEC
+ PLAN REVIEWER: MORTEZA BEHESHTI
1. Show on the plan the location of the existing service(s) NEC 110-16, 230-2.
2. Specify the dimensions of equipment rated 1200 amps or more. NEC 110-16(c).
3. Show the location of the transformer. NEC 110-16,240-24,300-21.
4. Provide a minimum of 1 foot-candle of emergency illumination at the shipping
/receiving floor level. USC 1003.2.9.2 & NEC 700-16.
5. Each commercial building and each commercial occupancy accessible to
pedestrians shall be provided with at least one outlet in an accessible location at
each entrance to each tenant space for sign or outline lighting system use. NEC
600-5(a)
6. Note the following requirements on the prints for panelboards supplying fire alarm
equipment: Lockable cover, identified circuit breaker (red), and a breaker "lock-off'
device to be installed.
7. Rebar is not an acceptable grounding electrode for commercial applications in the
City of Carlsbad. Please describe what the "UFER" ground will be. (footage,
conductor material and size, depth in footing.)
8. Each sheet of the electrical plans must be signed by the person responsible for their
preparation. Business and Professions Code.
9. Note on the single line diagram that all service disconnect devices shall be labeled
as a "Service Disconnecting Means". NEC 230-70(b)
1 O. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will
be identified as series-rated and labeled in accordance with NEC 110-22" and " The
overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical
equipment".
11. Note that pull-section taps are factory installed, field installed per factory
specifications (available at the site), or to be certified by a third party (NRTL
certified) testing laboratory.
Note: If you have any questions regarding this electrical plan review list please contact
· Morteza Beheshti at (858) 560-1468. To speed the review process, note on this
list (or a copy) where the corrected items have been addressed on the plans.
Carlsbad 00-4060
ll/~2/00
To speed up the review process, note on this list (or a copy) where each correction item
has been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
Please indicate here if_ any changes have been made to the plans that are not a result
of corrections from t~is list. If there are other changes, please briefly describe them and
where they are located in the plans.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 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 00-4060
11/22/00
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4060
PREPARED BY: Chuck Mendenhall
BUILDING ADDRESS: 2840 Loker Ave. East
DATE: 11/22/00
BUILDING OCCUPANCY: B,Fl,S1 TYPE OF CONSTRUCTION: VN
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Tl 18336 City Est 513,408 513,408
Air Conditioning
Fire Sprinklers
TOTAL VALUE 513,408
' By Ordinaric~ Jurisdiction Code cb. ·
J Bldg. Permit Fee by Ordinance J • J 2,062.731
J Plan Check Fee by Ordinance I """ I 1,340.771
Type of Review: 0 Complete Review O Structural Only
D Repetitive Fee
[GRepeats
Comments:
Oother
D Hourly
Esgil Plan Review Fee 1,072.621
Sheet 1 of 1
macvalue.doc
PLANNINC/ENCINEERINO APPROVALS
. ..,
I
PERMIT NUMBER CB L/D {Q ?) DATE __ [~_/---l<f._Oi __
ADDRess_·~·?_S_.;..;tfu:;___· ·-_'K~--~----=(i-=-Q ____ _
RESIDENTIAL
RESIDENTIAL ADDITION MIN.OR
( < $10,000.00)
OTHER
--~
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLACJ FAIRE
COMPLETE OFFICE BUILDING
--------~----------
DATE -------
DoCS/MlstormS/Planning Engineering AJJprovals
--~, . . . ' -
. ' ' ,,,,_
' ' ' . ~ '
: ' . ,'_'; ..
, ' ' -I ._. , i ·, ,· , : I
/'
. 1· :O~--. .I .
' ' .
Q; 37
. . ~ ' ~
' .._ . .,,,,-.
o~~~~ . ~ ... A 1 · . . ;J,~t'v.
··fl, ~l.
d7~Ca I ... r.,~
. 11, j·)_ ,. -
..
' . . ' ·. ' ,. '
' \
--'
·-' . ~,-
-• \ i
1>1.··?7-,
. .
. /µM tu-( ~\(IJ
-~ , \ /err (
CJ,~
. o, tf
, <-(
ff ,0'(
~
' ~ ' 7, ~' :
V3(p ·
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
0 Estimate based on unconfirmed information from applicant.
0 Calculation based on building plancheck plan submittal.
Address: "2-'3'-{ 0 Lt> i~ ~ Bldg. Permit No. lfoes, 0 -----=-----
Prepared by: l k1J Date: _____ Checked by: ___ _ Date: ____ _
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: ~/fee\,) Sq. Ft./Units:~
Types of Use:r Sq. Ft./Units: /. . --~---
/:'
r,t/ EDU's: v ..l -~---·
EDU's: ----~
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use: 6\J)jt c'. ~ Sq. Ft_./Units: IJ.:iL:. .c:
Types of Use: ______ Sq. Ft./Units: / L/ ~ l-:,
ADT's: 3/-J 7
ADT's: ------
FEES REQUIRED:
WITHIN CFO: D YES (no bridge & thoroughfare fee in Distdct #1, reduced Traffic Impact Fee) D NO
D 1. PARK-IN-LIEU FEE PARK AREA & #: ______ _
FEE/UNIT: ____ _ X NO. UNITS: __ _ =$~
D 2. TRAFFIC IMPACT FEE
ADT's/UNITS: _:3_{ _. J_\_ X FEE/ADT: =$ 7i /· L--~
D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 __ )
ADT's/UNITS: ____ _ X FEE/ADT: ___ _ =$ ~ ?'
0 4. FACILITIES MANAGEMENT FEE ZONE: ___ _
~-
UNIT/SO.FT.: ____ _
D 5. SEWER FEE /
EDU's: -[-'-_o_\ __
BENEFIT AREA: --,----,--;,"'"
EDU's: -----'-/4_c.,_~_
D 6. SEWER LATERAL ($2,500)
D 7. DRAINAGE FEES PLDA. ___ _
ACRES: _____ _
D 8. POTABLE WATER FEES
UNITS CODE CONNECTION FEE
Word'.Docs\Mlsfonns\Fee Calculation Worksheet
X FEE/SQ.FT./UNIT: ___ _ =$ ____ ~
X FEE/EDU: (Jr-cp
-~ c,r/
X~DU:_""""'L-~-
= $ -ic, s=re . , ~ ----
• =$ c:y;), 7S _---/
~ =$-.,,.?-~----
HIGH ___ /LOW___ -----
X FEE/AC: =$ .~
METER FEE SDCWA FEE IRRIGATION
1 of2
Rev. 7/14/00
&
' ~ ~ O· r-~ ry --fJ C
C: C: C:
Ol "" "' ii: 0:: 0::
'¢DD
'¢0 D
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB 00::)060
Planner Paul Godwin
APN: ilO 9 · CJ & ,l . 0 8' · 0 d
Address ~ 'n ~ 0 Lo lLe r Ave E . .tt tlS6
Phone (760) 602-4625
Type of Project & Use: _______ Net Project Density: _____ =D __ U...r..;/A.....;..;;;;C_
Zoning: _____ General Plan: ____ Facilities Management Zone: ___ _
CFO lin/n11tl # Date of participation: Remaining net dev acres:
Circle One ---
(For non-residential development: Type of land used created by
this permit: ____________________ )
Legend: ~ Item Complete D Item Incomplete -Needs your action
Environmental Review Required: YES_ NO y TYPE ___ _
DATE OF COMPLETION: _____ _
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval: _· _____________________ _
Discretionary Action Required: YES NO X TYPE
APPROVAL/RESO. NO. _____ DATE ___ _
PROJECT NO. _______ _
OTHER RELATED CASES: __________________ _
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval: ------------------------
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES NOy_
CA Coastal Commission Authority? YES · · NO
If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite
200, San Diego CA 92108-1725; (619) 521-8036
Determine status (Coastal Permit Required or Exempt):
Coastal Permit Determination Form already completed? YES NO
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
2) Complete ,Coastal Permit Determination Log as needed.
H :\ADMI N\CO UNTER\BldgPlnchkRevChklst
-·~oo lnclusionary Housing.=fee -r~quired-:: YE$· .. · NO X_
(Effective d_ate ,of lnclusionary Hogsing Orqini;t_nce·-May 2 i ,, 1'993.)
Data ~htry Completed? YES· NO .. ·. · · ..
(A/P./Os, ·Acti~ity M~intenance, -ent!lr CB#, fool bar.: ·-Screens; Hp using Fe~s, Construct Housing YIN; Enter Fee, UPDATE!) '. . --' -~ ~ -' .
__ ··.-.·-_-·:· -._D._· .· _;D __ ·.•. ·s;te Plan: _ _ 1. /Provid;e: q fully dimensional sit~· plan-drawn to scale. $mow: Nortl;) .arrow,
. prt;>perty lin13st ea$enients,, :existing anq proposed structllres., streets, .exi.sting
· street improvements, riQht-of-way width, dimensional. setbacks .and existing
~ · · · topogf~phical lines. -·
· l~(O O· . 2. provide leg;,I •deseri.l)tio.rn of ,pr,operty 11nd ;,ssessor'; pare.el· number ..
Zoning: -o.·o D L Setbacks:
Front:
Interior· Side,:
· .$treet $id~:.:.
:Rear:.
Req µired_. ...,_,-------------
Reqtiite·d -----"--------Reqqired
_' Requ_it~d -------,---
·o ;D O 2. Acces$ory s~r~ctur:e setb~cks:: ·
Front.:· Reqai'red -------....,...,--1 n t er' i b r Siqe: Required =------,,---,"--,-,---
$tree t Side: Rt:iqufr.ed ----...a.,-,--........--
R e ~ r: . _ .. Required_.·---------,..--
Structute separ'atk,n: . Re.qu.ired, --------------
Requ_ired --,--......,...--,------
4. Height: · Required .--,-,-......,.,..,--.----,--
5. Par.kin.a; Spaces·Re·qliited.,, lS:'l
Guest _Spaq~s :Req1.,1ired ·_,__-.,..,.,.,-,--...,,.:---a-
Shown ------Shown ---------Shown -----,-----Shown ---------
Shown ------~------'--Shown --------------Shown --------------Shown -----,-,---Shown __ ,....._ ____ _
Shown --------------
Shown -...,.,.._,--,,....--,--,--
Shown ------
Shown. ___ -,--___ _.... __
;[J [] 0
'rioo
·. ~···.·o
, -~ ' .
Additional :Comments_,__ ___ --,--__ ....,.. __ -________ __,.._,-,-,_,_ ___ .,.__,._.,--
: . l·c·o.s c. · ~cL.io,,, ,·-c~ l r "a-;f ·W\ov"icd . ' -1
--=-· PATE /Z_.-.ZrYf&
l;l :\AQM I N\CQ.UNJER\BldgPI nchkRe:vCh~lst
'
Carlsbad Fire Department 004060
1635 Faraday Ave.
Carlsbad, CA 92008
Fire Prevention
(760) 602-4660
Plan Review Requirements Category: Building Plan
Reviewed by: Date of Report: _1_112_1_12_00_0 ______ _
Name: Stephen Hall
Address; n1 s. Hwy. 101 Suite 210
City, State: Solana Beach CA 90275
Plan Checker: Job#: _004_oe_o ___ _
Job Name: Sci Blending Fae. Bldg #: CB004060 -----------------Job Address: 2840 Loker Avenue Ste. or Bldg. No. 250 ------
· !&I Approved
D Approved
Subject to
D Incomplete
Review
FD Job#
The item you have submitted for review has been approved. The approval is
based on plans, information and / or specifications provided in your submittal;
therefore any changes to these items after this date, including field
modifications, must be reviewed by this office to insure continued conformance
with applicable codes and standards. Please review carefully all ~mments
attached as failure to comply with instruction$ 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 I or specifications required to indicate
compliance with applicable codes and standards.
The item you have submitted for review is ineompJete. At this time, this office
cannot adequately conduct a review to determine compliance with the
applicable codes and / or standards. P1ea$e review careftJIIY alt comments
attached. Please resubmit the necessary plans and I or specifications to this
office for review and approval.
1st
004060
2nd 3rd
FDFile# ------
Other Agency ID
. . _, • ...,. .. ,. .. ,.. .._ ......... • • ~~~ .. '1t,, ~1,, .,,_,,.~,,.,.._ r"•'~.._~..,,
,:f·: ,~.J(:~·:i,'~!'
, .,,., .. ..,,~ • I, _,,...,,4 o• ~ .. ~-', ,..-~ ,,,;", •t·-~4 q., • .._..,_ ,-p; ,......,._.,...,,_.,_ • .,...,~ ... .,"; .,,~,.,...._-.,;: ~......,....,...-'*. \, ,,.,. ..,.," t.,,,• ""~fr,'\!,,,-, "' -...._,.. ~ •' ._ ,,. ~ T ,.,•,I••~ -, -I~
·" f ~", • . '
r l.11 .... ,.;. .. \' '. , ..
\,f(,K {)i!{:'>;:,,: :~1};•:'i} f1,>;i•!" . _,,,..., .. _~~ ............. _ ~.-... , -;,-)' ...... · ..... •¥ •-,-...r,-..,•r••..t'I«" •I f""'~f,o, ~•~~~~~, .. ,__.,..,,•I-~,.,.,,-,~,\• '""''t>o"~'-lo<~•->,, ..... I "• • ••• • ,.,.,..,, ,.., .,,..,1,.,._,.,.,. ,',.'..A......--,>•"
~7.\t~;~i: (it;!tl~_.J}i~lftil, _':t1$1;~~ ~71it~,;: ~~~t[1~:-~ ~fr'(i""~?"! ~~i;~ir.,;,·~J \}! ~:--i~~'!:~-~-,~~;~--:: \')''!it:, ~;11 ~<:· ... ;·.~:. ,.-rj'f;}
.,;f:ir;i).r~ f~f/!rt·::·:!1:1 ~=~·,!;ffiJ'rtl,.;":~ :;··:~iJ·~r::! t:}.~J·~::1;'l\~.-;.;;.J(,:t \,~tJ ~).t.:1.!1'f;~~t;:~,!-}'i;fft )°:~: MF~ .;~~-:.~:·.:!11.-~;i:!it:~~ffi1
. .
;-,: ·, • ; , 4',I ~( -:;.-,.'" 't:,9',.jf4 )'• { i t.~t-~i (J ,l. ; ."t,..,'f.-, -'• 1,-' 1;,.,...l .. v,1 jt ...,,_,,, .. ~ ,.i. ~4.
•• ... ,_;~:, 1~-'! ,!1/,.,', .. t., ;_~,t:fli\~r ... i-;r~·t t':~ 1:,,.1 ~ .... 1.-v-lJ~1:.1 ,;M'.·. ~· ~,,.: t ..... ,,, _\",' ... :.·.1~ .. ~-. ·--~, "".~ ~,·, ~ ~ .. ,. • 'f" .-,. ... ,,.
~) ·::1r:-.f;i~rr~r>'·:.: .
~;};::._!~'/) :~\fl.} ,.,>,1'/;:~ :~ii\k~ ~:;r._£ .~::~(·~!~J;:~JJ~:\;~! f,~ ~,:{(;·<~ .. ,~i~ ~1,ti'J. .. t~~~;it~ff'\(~ll-¢ ~~~~r:; ~ .l' :·.-·f:::~{ 1::;f. r-
("),.~"'1:'i I' l "'t1-i I' ~\~it"', t"' 1:.!~.,,~·! ,,_·.-,,,, .._~ '"t--.""" ,:~.,_',·'1 •~.f'1oj: ~"i .r,;;.',(" \•?1/H'-';J'1i..--1o·,.r,,, t,, t,,•t ;,-fl", t-. ,.,, \'~Jf1\" .~ •. l.t 1\·t,~, ~;\\' ~I'~ i" ii'-. ... , l · ,.,,-~;t ;•\ • i .._,..l,;.-1<~r,.,:11 '\-~·'¼.'1•·',..~,,..,_..1· -,,,i,11.,... .... ~..\"11,i.i,; ,.,,.,;, .. •.ii,, ... ¥,, \,~•-,,.,.,.,-,,.-ttt,,• "'.' .. i-d,r.r "-.. , 'f· .. ,,. '••"'1-••• ..,.,...,.,."'1S.t,.-
... .. \ .. 1\,r
,-. ...,,.....,, • .__...j..,,, ,,. ,.I',\ .. ,..._,.._ '•) U•• ,.,._,io ,. ,,....,.,. ..... "k", • •t -• -~
)
Dec 22 00 ll:28a
Dec 22 00 10:25a Stephen Hall
760-438-8038
8194818034
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION: 2840 Loker Avenue East, Suite 1'50, Carlsbad, California
PLAN CHECK NUMBER: Carlsbad 00-4060 OWNER'S NAME: Seltzer Chemical Inc.
I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I,
or the architect/engineer of record, will be responsible for employing the special inspector(s) as
required by the Uniform Building Code (UBC) Section 1701.1 for the construction project located at the
site listed above. UBC Section 106.3.5.
I, as the gineer/architect of record. certify that I have prepared the following special inspection
program as required by UBC Section 106.3.5 for the construction project located at the site listed
above.
1. List of work requiring special inspection:
~ Soils Compliance Pr:ior to Foundation Inspection
0 Structural Concrete over 2500 PSI D Prestressed Concrete
0 Structural Masonry D Designer Specified
IZI Field Welding 181 High Strength Bolting
D Expansion/Epoxy Anchors
D Sprayed-On Fireproofing
0 Other
2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above:
A. Soils: Anthony Taylor Consultants
B. Welding and Bolting; Constructuion Testing and Engineering
3. Duties of the special inspectors for the work listed above:
A. The soils engineer shall inspect the footrng excavations for compliance with the soils report and
shall inspect the foundation reinforcement prior to placement of concrete. The engineer shall
immediately report to the Architect any discrepancies between the field conditions and the soils
report and/or the construction drawings. The engineer shall forward a report of all inspections
to the Architect and the-Building Official.
B. The welding and bolting inspector shall inspect all welding and high strength bolting in
conformance-with. the applicable sections of the UBC. The inspector shall immediately report
to the Architec any discrepancies between the field conditions and the construction drawings.
The inspector shall forward a report of all inspections to the Architect and the Building Official.
p.3
p.2
AMINtHNHRS
Consulting structural engineers
325W. 3rd Ave., Suite 205 t Escondido, CA. 92025
Phone (760) 741-73061 Fax (760) 738-8364
STRUCTURAL CALCULATIONS
PROJECT NAME
PROJECT NO.
CLIENT
This s'ignature ls to be a wet
signature not a copy
SCI Blending Facmty
20084
Chapo & Hall Architects
I
I
I
I
APPROVED
DATE SJGNED
• --A-"-',_,_t:\__,__, ----t
I
= _)'2.-_ .... _t_3_--t.:,_~ ___ J
I
1
I
I
I
I
I
I
I
I
DESIGNED
BY
DATE;
A.M.
November 2000
AM ENGINEi:RS
325 W. 3rd Ave., Suite 205, Escondido, CA n025
Phone (760) 741-7306 Fax (760) 738-8364
DESIGN CRITERIA
Seismic:
Wind;
Soils:
Concrete:
Reinforc.:
Lumber:
Steel:
Weld:
Code:
November 02, 2000
(Roof Loading) (Floor Loading)
Roofing 2.0 psf Ligt. Wt. Cone. 12.0 psf
Plywood 1.5 psf Plywood 2.3 psf
2x6 Sub-Purl 1.0 psf Joists 3.0 psf
Sprink. 2.0psf Sprink. 2.0 psf
Susp. Clng. 1.0 ,psf Susp. Clng. 1.0 psf
Misc. 2.5 psf Misc. 4.7 psf
DL= 10 psf DL= 23 psf
LL= 20 psf LL= 50psf
Partition= 20psf
Exit LL= 100 psf
Zone IV V=0.244W
Exp. "B" P= 10.36 psf 0-15' high
Brg.=1500 psf
fc=2500 psf for footings and slab
f'c=3000 psf for grade beams
Fy=60000 psf for #5 and grater
Fy:;:;40000 psf for #4 and smaller
OF/L#1 for 2X rafters, 2x joists, beams and posts.
DF/L#2 for 2x studs.
24F-V4 for simple span glue-laminated beams
24f-V8 for continuous glue-laminated beams
ASTM AS00, grade B for tubular sections
ASTM A501, or ASTM A53, type E grade B for circular sections
ASTM A36 for wide flange sections and plates.
Welding should conform to AWS D1-1. All welding shall be done by electric arc process
using approved rods and perfonned by certified welders. All fabtication and welding shall be
pertormed tn the shop of an approved fabr1cator. The approved fabricator must submit a
certificate-of compliance in accordance with U.8.C. section 1701.7. All field welding requires
continuous special inspecUon and .all shop welding requires periodic special inspection.
u.a.c. 1997 edition
JOB t:/:ZcZ?,8i AM ENGINEERS SHEET NO. z_ OF ·--=~------------------Consulting Structural Engineers CALCULATED BY DATE _____ _
(760) 7 41-7306
, .. ·: .... · .
. : .. i ..... ': .. ···:· .. .. ;. . . . . ' . . . , ... .. '"1· · ..... . .. . : . .. .. ·.. ; ~ .. ..
,,, ..... ·':
. .. -... { .. '• . ;, ....... , .
... . ,• .. , ...... ,. ', , .. . .. .. ... . . . ............. ," .... · ... : .: " :. ,. ... . . . : . ···-~ .. ". . . . . .... . • .• . . . ~. : ... ; ... • ·=.. .. . :· ·: ·: ", ..... ,, .. :······. ·." ' .. : ... i" . '
' . . . . . · .. i. .. _ .... :« ." ·:.. . : · .•..• , .• t.. . : . :. . .. : .... i• ,•. .. . : .. : ... :. . · ........ ·. . .. , ..
.. . . : .. : ... . '"' ... . ;. . ·: . . ~ ... : ·· .. ,,. ... . . . . . : ..... . ·... '.: .. . . .. . . . . : ....... : ·: . . .. ; ... ~. ! .. :.. . . . . . .. ·. ";'. .. .. ' . : : .. . . . ,., ~.. ... :" ·. .. ' . . .. . . . . . "" , ...... "''. . -~ .. ; .. :· ... : .. . . . . . .. ;• . '· ..
: : . .... .. : ..• ,,:... .. • .......... • .. : •·•·· ·i ... . . • : : ' :.. : . . • .
:·: ... : • ... ·-•• .-•• ·: ··:. :·. : • : .... : • E ..... _ .. : • : ... _; ... .... • • •••• . •• ·: • -~· 1 • : ····: • • ... :!, • •• • -• • • • • • • : •• : •• • • • : • • • •• :-•• • • ;·· .. =··· .....
: • : . . : .: . .. . •• . : .. t.. . .. . . ~ •. .. •• . . . . . .. • . -: . : . . . •• ,' : . : . . ; . • . . ,• . 1 ••• • • ' ••• " ••• : • :'" .....
" ,• • ~ • • • ... : " • • • • • •• i" •' • : ' • ~ • • r • " • " ' } ' ' " " ,,. : ' ' • •• ' •• • ... : • •• I• • • • ., • • ••• • /, ,; ,.
. Lt&-H'T "'G,40irt '.tiec1i .. ;-.-p1A1 j&;r1<1.:i:·· : .. :: :.>.-: ... ::: ·: ·:;: :_ ,' .'; . : .. _ .:: ..... :: .. :: '.--: · .. ~::: :·::· :i. ::.·:_·: '... .., .. --;, '
... • ·' :.. ' ... .. 1 ": '1 ' ':· -~-· ". •• :· .. • r < • 0 0 ,!, ·~• ••• 0" < • . .
'
' .... ,.
· ... , , ... : .... · ..... :. . ·.: .: .. ,. .. , . . -6.4.1+.DJ. \t?Oo -AT 21:{ o<r
Ri;t ~.250{,I j, '. ':-:r-: ;· , > : '. , • ·. · .· : ·• ·• ! ; + > +: ; .f D; 25'.,;' t-W sr,>,.;. , .n.o, =Jste3 . :. ':".:/B.,15.'F,. ·.. . .·.. .. .. , .. ,. .. · ·.-·.·. :· ...... · .. .-. ·· ,.: · ·:.. .. ... · . ,. 1 · ft·
:JiJ ;a&~·\, LY -fi/( 1
: ~ '. : .. · · ·. : '. : • ' ' ; : ( : , : ': . ,.
0
:. J:!}J,7,;t ~;r;:_,«( .
. . . . . :_ · ..... : . . ..•.. ·~:I]~ , .... • /;; ;: : . , : ;; .· . :,: :// :;•; '. i > .• ~/ ;,5t"Ayfoj~ )fl?'¾
TO ?,; -tl /'1th!,. 5j',•)t_.l
: · D.pr-=-...... · .. : .... -.... · ... ;. !,
..... : · ..
, ....... : ..
AM ENGINEERS
Consulting Structural Engineers
JOB -:it? c.'.tJ /_Sc./
SHEETNO._~ _____________ OF _______ _
CALCULATEDBY _____________ DATE ______ _
(760) 7 41-7306
• • • ' ,., • ,, ••V • : • ,' -.•-'"' ,.,,, "•"•••••' " ,••• ,. : • •• :, • : --ct>_;.
1
---~-___ ; _ ;: __ -_: __ -__ , __ ·-:~_!:-: ,---;--, -----; --' ---l ---' ----,-___ ,_ -, --: ----1---, ------;--L D = . : , =············"·.} ..... ~ .. -;. :.... . .. · ..... · .. ,: .. : ....... , .... .
• -~ • : .... -:.. • :. • • ., ....• E
... · ... ;.,. .. : .,. ..
'"t··· : : :
·:·--.··
~ • • ,: • > ..•• ,; •• ... ................. •••• • •• •• • • • ..... ,,.., • • •• • •
. . .... , . .. i· ... '.. . ~--. . .. . ... -· . . . ...... : ., ·:
:·· ··:· .. :---:-· ..... ~ ... ·. ··:····· ...
•• : .... • ·; ··:·· ••... E
---
--, -, -:----i ----' ---: --:--:--, '.-f;t-;--2 j, --:---,--; ___ ,_ :-------____ , ____ -_ ----'--_vv __ e,,X;..> : . ; . . .
., ...
·:····
••• ~ • • !'" •• • ••••• ••
: Sr~;;J.;;.'3.$.,-~;t :1~--i --:----.'. __ , _____ f.7J.?.<S ]n_: __ -: ___ :_: ___ , __ :-: __ : _:_-L:-:-::_ -,-. : : . . . . . Ll;i;;:;-J~hr:;;;tr~1;-:: __ :~--,.-:_:_--:::·-i ________ -'-_, ___ ,
. . ... : : .. ' : : ... , . . ':'"" ,; .. , "! ... ~ ..... , 'f" .. · .. :
... . ; .. :, : .... ; .. : ., .. ,. ' ... : ... •,
. !.,.,:,.
~ ..
. ·. ~ .. . . .. : . ..,. :
..,:"• · ...
. , "'"i. ;· ...... . .. ···: ··.
_: __ ;, · ••. i •.. ;,
: .· .. ·, ... :, ) ; .. : . : • "'': ..... 1··· i::-5 z ---,--__ ,_ ----:------;--_ -->,---; --:--·-· _)-.!-...... ~ .. , ... ; .. ,.:· : "'·:··:·· .,.; ... ~·-=--··1··;'·· .. ~··: .... ~-
. . .... ' • ' . . • .. ' ...• .. • •. : .. ... .. ••• •·•··· ~-t
ts{' ;: . ,i, :-_> -: .:;:,--
-: -'. -; '{)/,ft(~ ).;ci?t?; _71/_ ---( __ ,_ -: -' --:-
• : : : : l !
--R_ Q_H_:l{ :_,_J-°?f,-~ _:5_:,-f_~,-eft,: __ -_:.~--,_:.:::_:_-::_·-:::-:-_::::-_;-_ ------______ ,--_----,----
J . \ j _,,) .. ; .... ~ .. : ... , : • • ; •
-hor~-l{:~-sc;:-ir ///;_:_--,
.· .... •'.-.. : .. '
... ··,. : .. • ..... 1
.......... · ..
, ................. ; ... :.. . :·
: : . :·· . ~ ... : ...
•: .... · ... ; .. :'
. : .. ;
.. : . : ...... ;.
. . -~-
. ........ -;-· ... ··.·· ... :
' t·······
.... .,, .. ;
-5~>1/;:7/>; i _ _:-: __ ;, ......... .,. ... : .... .
.. .... : .....
...····:"' .
• ••••• l:
.: .. . ... · .. · ... • ..
•'"."'•:•• .. : .. ,.
.. ~
... , ···:·":' ' -.. , .. •' .. ·
_-?.x.Jc/-_ft/
.... .. ...• .. . ... ·.. . ..... : .. ;
:'. •• : • f" --•••••••
----, ,_ ---' ti ,_ -ff ---
--:--t?/~ ::_'5~/ :,~_n_¼ ftt)a{b~-
·:· . : .... : . ·f ... ~~· .... ·;.
: ..... : . ,; --~ :. ... · .... · ........ .
: . :· ":···." :·· ..
.. ·····:"'•. ····;. i· .( ..... · .
.. : .. L. ~ ......
'
• : .... : ...... t .... L ... = .• : ... : __ :. . i : ... : ..
: ; . : . r .. : .. , ., ...... ;-· .. ,. . ..... : ........... :, ......... · ....... ,. ·.
• • ... !, ... ·_= ., •. : .... ;. • • •.. f· : .,;. .. j ••• ,:, ··,_;_· ... ;_ ••• i .... ,: . ··; . ; i : . • • : ": ... : . . . : .. : ... : . . . .. . .. . . : ... :· .. ~-
.. : . ; . ·! .. : .. : ... ~ ... ~-...
........ .: -i .. ; ... .;. : .. , .. .... ,.:
. •. f" ·~
·;·· .:, ...... i .... : ..... ..
.: .. : ... .,. ... · .
...... · ... ·: ... , . i'. ·: .. : . ·... . -r·· ;--·; ... ; .. ·r-· r.
.. -~ ........ ,, " • .. • •: • .;. •-1-• • • .. ..
:·· ( ...... , .. ·.··:· .. ··.··:···
:, -:
,:-.. ·:·
-~ .. 1 ••••
.. : ....... '· _: ...
' .. ·: ·1··:·; ..... : ·······
:' ·:· .... · ........ .. .· .. ;. · .. ·.· :• .. : ....... -~ , .. ; ..... ,• ... : .. ·-... ~-.
.... "''t"" .... ; .... =···. .i .... • .• J, ..... .) .. · .. , .. .. : ... ; ,.: : .J ..
' . = .... : ..
' . -;-· .. :·· 'i. ·:··· • f
~ ---... ..~ . : .. :·. ~-.. !..
: .. ,.· .... ·. . .t
AM ENGINEERS
Corisutttng Structural Engineers SHEETNO.~l=--------------OF ______ _
CALCULATED BY DATE-------
(760) 7 41-7306
'-'~ ,,.i· ........ , ......... \ ..... :: .. (.~ .. ·;·::.l.: .... > .. ·_;~.:.,-:_;::·,:.·.··· .. . . ... , ru .. -:,. .. .. .. . ·,--·p'" ...... · .... ·. . . ·' .. ' .. ' .. ;,. , .... ' ..
:·,:~~~~::t(:~C.••i~'.t::~±;:'.~.~~.r'.f ,1'+~i:?t;2zt·.:··;·.·
· ·· : · r·· '"· .. ,:'··· :" --·:·---~ .... · · · .. ; __ .. t .. : ......... ·. • · . · ... · . .... , .... , ......... : .. ·t-r·:" ., ............ ( . . . .. ... ,. ...... ., ........ ; .. .,L. ,... ·(. ";°"·,·
.· .. ·.M·. ··· ... ,~,~:) ... r·::;:_r_·z·Z&. : .. i 1 .f~.·::. :i.··::::; .:: :·:::} _.:;.~·t:.·: ::·: .. :· ··::.·:::·<. ; ... ; .. : ::. · :; ...... , ... , .... , ... :·.·:· .... : .. · ... ·.; :·.:i,· .. ·:: :.·.: ... ·. :_-(. ;:: ... , : .w :r·
12
xio
',,J .. t.~ . . .. : ...... · . ~--~-.: .. J.. :--. . -CJ ·; : .. _::. .. : --;"·.:--."l ··: ... ·:: 3 .. :·i:::.:·.· .. ; ... r· ~r: ;:. ').:(. :·.·:·:·...... .. ... ...+ .. -; .. j .... :---·
5}.<J;d..";.Z./3,5.'./)? ; .. ·:..; ..... ; .... ::!.~.; .. .[ :"': < ."·:., · · · .. : . ,. ·· .. :.'. ::.;:: :. 1 • , .... _ ·:· ·'
:: .. :A .. ' .; .; .. > .. ::.·;,.::. 'f.}4 .. t.7·.:-_t,·:·,iJ:cl. ::r:::.;.·::·:: ... ,: ~: .. · ..... , .. :: r·::.-::.;: ... ! .... , . :.--:: :: .. ;::. :: _i::·>.:.:::.·:· ..
. PVH!( 'p,i;?,79 ?-;·lj::.::.· :: .:.~i.·:::.". ,.: : .. ·: ... ;. ....... '."; ... · .. :"· .: .. : ..... · .. ·. ' .. ·.'. ... · .. ; ....
·<····:· i : ... . . .. : . ~· . :--·. . . : '
... :., .. / .... : .....
. -~
: . . .. . .. . . . .. . . ... ~--· ... ···,-· ...... t. ~-. . . ··-:.·· ... · ... • .... ,., ... : ............. _. ...... : .
,•lo ,.,; • ~ O ~·!• .... ;A" ! " ; .. ·: • -~·" • ...... ': ••••t •• i •" ,""' • •••
... r ..
. . .. .. · .... ,.
•• , •• 1 ••• ••• • • ......... -;-• • ••• : ••• ·:-· ··~ • :·····: .. ;. ... .. t""'" ,. -·; ··:
.; .. !···.-······;·--·.:. "·:·-.. :·
'.i.. . ... : ...... , •. ..:. ... : .. .
~·.-;·:::.: ..... ~-··:.Y ::·: .. _::·::: :: ;·::··:~: ::! ·:: .:_-_-:: !..' :r::·'. .f: .-.)' <:·::.·_;_:::{-. <::·;::·. :'· ....... ~-~.: ·· .. .' .... , . , ... . . :-·
: b:ti~rSli1i )1ra[1{-:-i-\ .. . ..
·. 1~;~:11:~ .. ~~t1;-~. :.:.:: .... ;:: , ..... ' ...... ·:: ... '.·. ' <.. • '·.·. '"
: .. 11i1i~i~~7j3·:~:.·:.·:" .. ;
. ~i~;;J . ..;_·40 .. ))j} :: :.:: .. :
: At~;~/~44.;h_>·.·:: ....... :,·::.·: ..
:~ . :' .. -~ ....
=····: . : .. ~-
·i'"
··.·· .. :
.. · .. ·;·
·· .. ,' ...
. . . . ~-. !. ..
; :
..... , ... · .... :···
·· :·
·1 : :
·;· .. ··· :·
:·--
. .. :"
······:
..fB.-.c.. "!· : .. ; ; ...... ·.
. . ; ... ~ ' .: .. ..... : .... ; ........ ~ ... ·?. '':' .... : ':' .. : .
.. : ....... :
... :
; .....
., .. ·. : ...... .
. : .. ~ .... : ... : .. : .. -:-:----~ ... . . . . . .. . . .. . .... -~ ..
•••• ! • :--· .. "t . ' . : . ·. '":--· :'··
..... : .... : ..... : ...... ' .
.. .... ··: .: ..... .
ca-'1'7· ·. ·. ·;· ' ~· : ..... · ..... ··=··t·· ··:···'"· ... ~··.,-.... · : t.~u~ ,::-;': : : ~ '(::;;rt'.: -····: · · :
Wp.J:i/J, 1c;:,+ 1/f.[;~ ;.~ .... :. ·; .... l .. :.. .. .... : ..... : .: ...... , ... '."': "". ·-'.· .''":if.·: ..... · ... ; ... .1: .... :.-;:::·.-~:; ......... !' ·, .. '. ;.
(v·~·1+{( ... 3 vl? ',,l . ... ...... . .. .. .. , . !YU. · ~ 7'-'{ :..... . . , .
ho~·i(:.;,:;~~.~:~.~(::. ; .. ::i:.:.:.: :· .. :: ... ;:. ·; ·.-.:·:.; .. ·!: · ·; · · ·
: . . ..; .. : ... ;: ... ~·-. .
; .....
····:··=···i--. ... r
.-... : .......... .
. ·. ···: .. ~ .. :.. i· ..... : . ·: ... : .. ~·~· . ":· . . .. . .....
._ .. -...... :···:
··=··
·1·
;· .......... .
...".:: .·.
·.· .. ····:· ., -~ .. : .. . ··:··. . ..... . . .. ' ... : .. : .
AM ENGINEERS
.::#'2a.Jb4 JOB __________________________ _
Consulting Structural Engineers SHEET NO. '5 OF -=-------------------------CALCULATED BY ______________ DATE ______ _
(760) 7 41-7306
···:···;. :····:-· ..... .. { .. : ... , ,•, . ~ ... , ·.· ··;· .·· :··
......... ; ... L . .: ... : ... : . .i ..
: :
' .. :' ·.·.
:·· y .. ~ ... · .. v~/}:t Jit/~y·-:·:z~;,sy ·.
.. .. , :··· ·: .. .. ... ; . .: ........ : .. .. ·: ....... · .... .
.... v· .. :. ··· 1··1 ·;,-~ QJ ·,~·-,'· . ·'· ······i<···:·/3' ·iz>:· ·: .. : ..... ;-=t.a. .. ; ·~·; : .... v.v, ._ ... , .. T .... ,. ,C: f?.: ... :-J ..
·.····! ···'····1
"'[ ,, ':
........ " . .:. . . .. ~-" ..
•• _-, -_;_ ...•. · .. v.· .. :--~.-~.: •. ~:.~;pt_ ,f':J\f :bi~ 7)> .
... . ...... .. .. ~ ··:. .,··. : ....... ; .. l" -~ ... ·-.... ·.··· ; ...... . ::' . . '.:' .... ·:':_ •.. ,.· .. . ::. ..... i···· ! ····,···· .. ·:· .. ;.
.. : ..... ·· .. -'. "i' ... , ... .,, ......... ..
.. = ... = .. i,
... _ ...
·······=-
•;•········.·
. : . ·' . ~--....... .
·:··: ''!" ..
..: ... : ... , .. ,. ..
···:" :·· :·
: .. : ... ·?·· .. : ..• ;.
. ... ,:· i' .. : .. ,, . [··
·.4<-"-c.44W~ ·_-: ;r"rf'~/ ' , ,.:; _: /Ji~~:<rr:. <, • .. /V~~--1-~a :: ,. ... Mtf,. ... fli11i> J .. JfM. ... ~ ........ Ri .'5'8 . ; 0... P. ... T . ... .. . .. .
;Vv. {-J./-·:: ... , , ; : . ': /~· ; .. :_ ·:: '...: .. k:f dJ.ri· T}J~tJ.. /o )J;,.:.: f.J~J-{·t::;sti :tA:?,Y.of:(fAiJ/ f:: :. · . .. sas· ;c"· ··:,/ ·c :~-o·r1oi ., .. -:<(~·\) '··--.: -: ··i··:· .;. . : _; ___ '... : . ' . . t1: :· ~o{.l('.f_., 'fl.'!; ..... :·· JJ.. .-...... :-.· ··: .. · . = : .• =
.. f\ ··=-1. 75,: .... ,.... . _;_:-... WMIT:-Ft.~a:o :J;;trl~S.::. · : ...... . . : : .
.. c-z.'i.:>~ i.f .-, ..... , . ~-;.,.,'1,::;:'G7',··.···· ..... _··· ~l::-f'-: .. ~ .... · .. ..
" ... -~· ....
, I ........ . . .l---==:-,Q,_.: '.' .. ·
~:·-.
.. '.: ,0 ,.1 . .:/1 .. ,'\: , .... ~.p~5 rv., ... : .. :.,.L,· .. P..:-.7_j ..
. :•
: : :
. i .... :·· ·.·· -·· :··_:,, .... , ... ·
":' ~. ., ... :
··:· ·:· .. : ···1 "':·
• ... : .. .f ...... ... . ~ .... . .,.,J, .. : ••. : ........ : .• · •
' .; . : ... · . ' .. :. ··:. : .. '., .. ~ .... }·
: ... .i '.·· .:· .. ··;'""·'" .. : .... i .. -~· .. i ... ;···
: :
! :
..... ~ ... : ... : .
r·. ·:··
• ... L :': .. ···t. .· ........ .
... · ............. ; .... : ... · .. . ........ :. ....... ..
t ...
';· .... : .. ,·, .. ,; .. · .......
'""r'; '":'""," '• ·.··r ·.···:
...... ., ... : .. 1 .... ·. ; .. · .. '.
.. ·;. .. ' ~ .
. ! .. -; ... ; .. : ... { .. ! ... L :· ... ; ·< · ~-
= ... : . • . . : .. ~ • ;.. ~ ....• .. .•• ~ •.
· ... : ... +· ·: . :····:" ... ·. ! .. !. •.
·:· ··t•: :" '"'f. ':""" ... :· ........ .
'":"· .. .. . . :... . : ... :· .. : . •: "·;· .. : ... ~ .
.. .. • . ... " ....... ; .. : .. -: .... i , •. :
•:•,: .. : • : "• ' I " .. ,~ '" ;,. •; " • " ~ ••• ' ,. .~ •••••: •• :" •• .. . : .... ~-. : .... : ·:· : . . ..... . . . . .
-,; ... _ .. ., ---··' :· : . : .. .: .:, .
.· .. ,
,_: ......................... ] •.. :·· .i
l :
.. . . .. : .. ~ ..
L:
..· .. :,. :.
·:··· .·
'
'
•: .. l ....... : ·: •• _ ... ·; ...... :'· •••• ·=-· .. :
,, .... : ~---;· .. : ..
_:,. ·. l r·· :· .... ,
": .. :. ··:·· i·· .. ·!· ... ,:.
: . ) ' .: .... : ....... : ... t
:, . , .. ;. .. .
; ... :' ·: '"i'" . ' ........ ·:·
... ··:-.. ,; .
"":· ..... ··--,o.
..,i, •• ;,, ..... =.
"' : ., ,,.. •y• '~ • .,.,/ ' ' • •
........ : .... ;.
...... ·'
... : ... ·~
,. .. ; ...
..l~-tl.
1Arsl.E::. .\G.~$
·:TN~r~ ·1~~T
."0·5\~. l~µ
AM ENGINEERS
Consultlng Structural Engineers SHEETNO._,,=-~------------OF _______ _
CALCULATED BY DATE ______ _
(760) 7 41-7306
. M~2AJ!1ji:~·~-L~t~;~·(::~··::~·-1i::::i~:-·:.b1~~it16~ .. :. -~. ·:···:. ··:. : ... ·;-...
. .. · .. · ... ,. ·= .: .. · ,.:
: : :
• •><o,po r ••' 0 ••A:<'•'
..... ; .. ·. i· .. : ,_:. : .•.•.. ·.
. : ~ .
. . ...... , ,. ··--·.····.· :·, ...... .. .. ...... ·: . ·;·· r : .. . ; .. ; tf:ii±r,rtfr~~t:4 •·····.;·.·••·. ··.::;:. i:'Ji U} DtCT1: ~.·
: ..... : .. _ ·:. i . : i ...... : ... _ ...... :···: ··.· :······
.. ; .....
:· ·1 ":·--.• .. :·•: .. _,. · .. ,•
· · ~ ·:;yJ.·;!i.0t.i; ,s:.JiJ45~::e/:. :. ·:_;_..-~.}B.o~cr.4!c:·. :-_·>:·:·:i: -~ :!:·:_: __ ,_.--_:: ....... , ... -.. ·:· ·<. :;··-·:~: '·:·.: .; ·· ... ; .. :i··-:·.:_ ::-·i ... (-\;···<·: .. ;._ .. : ··-·.:~ ··.:~ :·· ·.:.···:··· (_·' ·:>-:··. ·;·:· -: ::·.:·.:· ;:.·---·.;.--: .. :· ... ' · . . . .. , .. .V-o.2~-4,x-:7&ZJt/c[., ·~-\9,a;4ls .. ·--: .~ .. 9. .. _08. . .Pir. i. ,---, ··:·· -.. -,-·.··· ---··· --... :
: : ; " .. ; ... ; •• : •.• :... • • . . • • . ;· .... : • .= ... • •• · .. ' ;,., ·;· • . .
.. . ··: ":"":" ._...... ·f '":' .. '.' ·:· .: .... , : ·:· .. _..... :··· .": ;
. . ... .. ... . . . . ~-·. .... . . . . .. :• ; : .. : .. : ...... : .-. . . .. · .. :. .. . ; . ·:· .. · .... .
-~ .. . . ... ·, .... , . : ...... : . ·. ": . . ~ . : ... . ,: .... ; . ~--. .. · .. : .....
. . : .... ~. ~·. . . -~ .. : . .. . . . . : .. i .... ; . ·.·· .. . . . . " .. , •. ,. . .
:--.. : .. . . : · . . . .. : . ··i . . . .. ~ .. ; .... ; .. ~ ... . · ....... :.
,: .. · .. ,: ... · . : i
t1.:2-~~1Jc L\Itf,!L ·; ~~+ jH; ·01~1:~~\aEf : : : :: ,: L _: · ~; f ; ·.·• ~' : '
,• · .. ·. . ....
··,/;·il..i44·x ,-;.~~i:· --·-_:i-ie,~i~·:~-,;_;Q·-··~r· '. ;_ -.--: ... ··.: ·~--·i •••••
• • : • : • • : J .• ,,. .. _ ..
: i
.. :
' . · ........... : .. ,{, ., ... · .. :. : ..... '•:
,l ,:, .... : •••
. !
-; ..... ·. : ... · ...
: ; : : ...... :· ,.· .... : ... :
····r ! •• "'!
: :
. ~ .. ; .. . : ... : .. : . -~ . . . . :. • : ,: •••• ·., ....... : •• ,• ••• ,.: l
·:· . : ....... ·" .... : ...... .
.. ! :· . : . ~ . ... . ~ . . " . . . .. . : .. : . :. ~-· .... : .. ~-. .. .... : . . ·. . . . ..
• '! ··.·' ·: ..... :
":' . .. . : . : ... ~-.. .. .: . . . .. :, .. : .. : . ... . .. . . :
: . :
.. . . ' .. :· ·.· . ! .. ~·.
=······="" .. :.. . : .. · .... i .. · ........ · ... .
. : : .. ! i .... :· 1 .. _ .... _ ... .. . . . . . . . . ; . .. . . : . . . ~ .. . .. ... ; :
. : ...... :.: .. ,,.;, .. . •. : •..•.. : ... ! ..... ,.
...... _. ·1 · ... t
" ... l'
. . : 'i' "i ··:"·:"···:· ..... _ .... . ; ... : ... _ .......... . : :
...... ,! .... i"' ;• •,· : .. : .... : . -~. "': .. : ., : . : . .. .. ... ·: . : : . ': ... . . .. ... . ' ... i. ~ • : •• : .......... :. < •• :. :. • •••••
.... ;• ·:· .. : ......
. : ·····
. ' . .... .. . .. .... , ...... : / . . . ' . .. ": -;·· ·.····=· ...... ] ··:" .f
·: . . ... • . . :· . : .. • . . : , .. i . .• •. .. : . • . ·~. . ... . • ;-. : ... .. ~ • . • . :···
. .. . . : ! . .. :.,: ...... ~ . . . .. ;.. : .. .. .. .... ~ . . ..... :.. : .
. . ,., . ··---:· " ..... "'l"" :" .. •, ...
. .. :· .r --: . r· :"' ·r .. ,, .
... ·.· .· .... :, : .. • 1 ••• : .. : .; _i
... !• ... . . . . . . . . . ~ .. : . . ··:··· .. ·: .. , .: ..... ·.·
--:·: ........ : ... .. . ..... : ··:· ... ,, . : .
... ·: ...... : .... : .. · "":' . !'"
. .... ·
_·· -_ .. "f~ . -s\-\-rG~.
·· : · 3;; l ·pl V .;.u :;_ I 2 '? 11'i.} ·· ; -~ -7 --J) ~ L.;..,q ::) : ._;..: fl J .. ·, ,rl.' '1 ·· ·5//,n/J,, 1£·(\" . .~ --CJ A, 1 01? . _ 1./tvfi u,,;
:f.AiJ~L-.. 6Pf.1lS/ ;;'~/t AT -
R~lf.S'., -us~·:i-i:i £&&~
: :
..., .· ...
AM ENGINEERS
Consulting Structural Engineers SHEET NO.,_-+------------OF ______ _
CALCULATED BY ____________ OATE _____ _
(760) 7 41-7306
,• . : .... ·-.· .......... , .. · ... : .
5',i,;J,·lf:=2-":. :-:·,< ... , ·.· ..... ·:_ .... _ .. _ .. : ::·--...... -.. , ., .......... ";: ... ···,·;·.:·,:.-:··_! ·.--:_;_:!
. --_;: .:· w5 ~1~./cfx+.r'. : ci~b.,24 .. ~: .. · ... _ ·:--;-: ' ; .•. ;--_-, .. _·: ... ·.:_·_' :.:::::. -· .. ;-; ' ... '· .
. : ,:· :. t::i~,u.;P4.11l·;·1.3'$.5 ~ ii :: :-·::··: :·:_·:_:·:·::·: .. ·:. :--:--.:;::: ;:· ;-:·;: .. ;-.:·::.:·., ..
:·: ;~~~:1~1irr1 ~;:t ···:: '. ::··· ~.-: ::·: •-:-:_. ;:nr.... . .. ·.·· .•..
· ... "iji,J;Jl_:~ --~6:l(/· · t ... ," :_ .. , · ·--: · ....... · ·:: . .-:.: .. ·:·: .. :·:: : .. --: :··. ' ... :. : .... ,. '' "1 ..... . '
. _l!Pltf/~1JtPZ·:_:_'_-~)~1'.',fli6~):o..7 ·;~:I5:11·:4._:: · .. :i:.:.:~:r .. ;·::p~~r·: ., ......
; . -. . . . . . .. : ... , ... ,. .... .: .... •, .. . . ....
. . ;
--~---. . .. ... . 5 . . . . . . .
.. . .
.. ' . ' .. ' .
/ : .... : .. ". r .·.
. , ... ·-·· ........... :· ...... :-
---~---;: : __ :5_-.'
...
. . . ' .
. : . . ..... :··· ....... .. . . : . .i ... :---: :
: : . . ": ;" ._ ......... :·· ..... : ............ ,' ·j· !· ·: "i . '. :
.... · •'•• _: ..... :. :· · .. : ·.· :• ·:· ·: ..
:'":' .. : ,: .... · .. J ... · ... , ..
. . . . .. . ·: ; ........ ·: ... r ·: r •• ·-
.. . ...... : . J. .. . . ; . . : . .. .... .. .... ;. ) .. : . ~ t-.. • . .: . ..~ .... : ........ .
' . :.. .. .. . . . . . .. : .. : ... .f. . __ ; .. . : . :
. : . : . ,. .. : . .. . . : . ~.
.. . .. • ·-:··+ ': ·:·· .. : .....
~ . . : . . . ": . . . . . .. .. . . . . . ":. ·-.... ,;. . . . .. : . .. . -. . . ":
. : ... ·, • ····: .. T' .... : --: -~--,! . : .. · ........ ,! ! .. "; .: .. : ...... " ·, .; .... ; ... : ... : : "* .. : .. : .... :. . .' \ .. : -..
• • •• , , • ·._:-·,: ••• 1 •• : ••• ··; •••• _:"· " ; " • f • : " i • : • : .. ··,· .·":. =· :···:. :· .... :'" :• ... ,.
~ .. ~ . :· . ' .. . . ' . : . . . . .. . : : . . .. ·... :. ' . . .
' .. : . -: -·· ; ..
. . .. : ........ :, ,: .... ..
....... -· ,: ...... -• t ...• : ..•••• · .... : :
: ; : ; : ....... ·· ... _ ......
: : . :
": .......... : . ~ . ; .. : ... :· ; ...
-.. : ..
AM ENGINEERS
Consulting Structural Engineers
JOB____,;<;;::;...c.....c:r"-:-""""-:1/..;__::_:J_~t},;:::::.V:...fb;::::_i.f ________ _
SHEET NO._~'--------------OF _______ _,_
CALCULAT~BY _____________ DATE ______ _
· (760) 741-7306
5.·hf. . 4· ·. <· ,=ft:. ' ..
. ·: .... ·-~ . ., ... t .. ; .
...• i··
. .. ,' ·:
:-····
. ~ .. : .... •.
i ... ·:··
···.· ...
. . :~ ... : .. . .
. . .. .. ~ ... ' .
... -~ .. . . . ....
.... / ... ; .
.. .. , .. ,: .. ": ..
0 0 M;,,.: 0 \,, ~ 0' >oo •
'(".: .. ·1· ······:· ...
... . .. . : ..... --~ : .. ,, ... ; .. · . ....... : .. :""
.. :._-~s.;~1 .. ~s::)<Ai'i ~:4~~:ii4Ct/~·:·.i :: ..... < .. J.. ... ,.." · .,, ......... ; .. . i .. ~-:~r;
4
:-> ~/:·:·:(i.s);;µ;\ ; .. :-.::_-r1 .. :~:~: .;:..:(!= .. _ .. -... :: .. _:· ... ·:·:·i .. ~~e.;~'.>: .. '~---,~~.;.._,;-2:..,.___,_~'>· ..
. ~ (:;,':1 r. . 1/c... .... J. · ....... , ... ., __ c;,~1: ... _ .... . ...... ,· <~0~ > : ~;-i~:4 · .. ~ -~-i3:1· .:~4.f {. :-i -::-: ·:: ~ :.
.. ;. ,; ... :.
. ·:···:··
..... . ., .. , ....... ·. E"' ·: ·: ..
.... 1 ... L : ..... f •••.
. ,. ·w· l·c'·· .;\ .. : ... ; . "2. . "! ......... _. ..
i ":-' :-,::t.,"/' ..... : .... ,. ", ... ,. ... . . . ... .. : .... : ... ~-
.. ..... : ... L ..
·:···:··
• i ••
•.• : .... =. ,!
--·=· .·
.: ....... :,
.. •:···:·.
~-.' . '"!'"" ·: ..... .
.. " .......... , .. : .... · ... :,
--·:"
.. : .
...... =.
'':'':"·•:• •,• •=•••: •• .. (,, ! •,,n: ••••"•
.... 1. : i : .......... ~ --' ···;. ..: ...
· .....
~ ... : . ~ : ...
... : ···:" •. ·: .. : ..
.. , ......... ·
:, ... l ... : T·
.,i .... ••
: ,:,,•··;··,--·1·· ..... : .... ·.
.. !··" ....
··'·
.. _ ... :·"
. .. Y
. .... : ...
'
..... : ...
...... .,,. .. ! .•
' ........ ~ . . . ... .
'
•••• ,; ... i ..
' ·.·--:· , .....
--.· ........ ·:·
..... , .. ·. :
'l
L
(j)J :I ' ·. t .
::· '
SHEAR WALL SCHEDULE
Wall Material Nailing Top pl. sl)ear Sill pl. shear Anchor bolts at Remarks !low.
transfer transfer foundations
1 1/211 struc. I ply both 10d@411 o/c edges, A15 @ 611 o/c, 3x top 16d@l.5 o/c 5/811xl2" A bolts 3x studs @panel edges, 3x
sides 12'' o/c field pl. over 2x stagg., 3x sill pl. 12'' o/c blocking at panel edges 1020 #/ft •
2 1/211 struc. I ply one I0d@ 3" o/c edges, A35 @ 8" o/c, 3x top 16d@3" o/c, 3x 5/8"xl211 A bolts 3x studs @panel edges, 3x
side 12'' oc field ~I. over 2x sill pl. 24'' o/c blocking at panel edges 667 #/ft
3 1/2" struc. 1 ply one 10d@4" o/c edges, A15@10" o/c 16d@3" o/c 5/8"xl2" A bolts
side 12'' oc field 24'' o/c 510 #/ft
4 3/8 " CD-X ply one 8d@ 6" o/c edges, 12" A,5@16" o/c 16d@6" o/c 5/8"xl2" A bolts
side oc field 32'' o/c 260 #/ft
5 3/8 11 CD-X ply one 8d@ 4" o/c edges, 12" A35 @16" o/c 16d@4" o/c 5/8"xl2" A. bolts
side oc field 24" o/c 350 #/ft
6 3/8 " CD-X ply one 8d @ 3" o/c edges, 1211 A15@12" o/c 16d@ 3" o/c, 3x 5/8"xl2" A bolts 3x studs @ panel edges, 3x
side oc field sill plate 24'' o/c blocking at panel edges 490 #/ft
7 3/8 " CD-X ply both 8d@ 4" o/c edges, 12" A35 @ 6" o/c, 3x top 16d@2" o/c 5/811xl2" A bolts 3x studs @ panel ends, 3x blocking
sides ocfield pl. over 2x stagg., 3x sill pl. 16'' o/c at panel edges 760 #/ft
8 3/8 " CD-X ply both 8d@ 3" o/c edges, 1211 A35 @ 611 o/c, 3x top 16d@ 1.5 o/c 5/8"xl2" A. bolts 3x studs @ panel ends, 3x blocking
sides ocfield pl. over 2x stagg., 3x sill pl. 16" o/c at panel edges 980 #/ft
9 1/2" Gyp. Brd., one Sd cooler nails @ 7" A35 @32" o/c 16d@ 1211 o/c 5/811xl2" A bolts
side o/c (blocked) 72" o/c
10 1/2" Gyp. Brd., one Sd cooler nails @ 4" A15@32" o/c 16d@ 10" o/c 5/811xl2" A bolts
side o/c (blocked) 48" o/c
11 1/2" Gyp. Brd., both Sd cooler nails @ 4" A35@16" o/c I6d@ 10" o/c 5/8"xl2" A bolts
sides o/c (blocked) 32'' o/c
12 1/2" Gyp. Brd., both Sd cooler nails @ 7" A35 @16" o/c 16d@6" o/c 5/8"xl2" A bolts
sides o/c (blocked) 32'' o/c
13 5/8' Gyp Brd,, both 6d cooler nails @4" A35@32" o/c 16d@8" o/c 5/8"xl2" A bolts
sides o/c (blocked) 32'' o/c
7/8" stucco wt expan. No. 11 Ga. 1.5" long, A35@24" o/c 16d@ 10" olc 5/8"xl2" A bolts
14 metal or woven wire lath @ 7/16"head naU,16 Ga. 48'' o/c 180 #/ft port. cem, plast. staple, 7/8" leg @ ff' o/c
Notes: · 1. all supports for gyp. brd. to be nailed with cooler nails.
2. All plywood panel edges to be blocked and be nailed at 12" o/c.
3. At shear walls with plywood on both sides. Both vert. & horiz
Joints on opposite sides of wall shall be staggered.
4. 2-Anchor bolts per wall minimum
5. Minimum anchor bolt spacing at 7'2:' o/c. for exterior walls.
6. 2"x2"x3/1 ff' plate washer is required at each anchor bolt
Abbreviations:
ply plywood
~
pl.. :~~~or
tagg. staggered
yp. gypsum
ort. Portland
Ga. gauge
brd. board i
-t
.. 10
PROGRAM: General Frame Analysis v2.05
AM Engineers
PAGE NO.
JOB: 20084
RUN: Sci
NODAL
NODE NODAL COORDINATES
NO X y
Units Ft Ft
1 0.000 0.000
2 0.000 14.000
3 11.000 14.000
4 11.000 0.000
ELEMENT
INF
CODE
H
H
TIME-: Wed Nov 1 10-:21-:19 2000
JOB NO. :
ORMATION
SUPPORT CONDITIONS
PX STIFF PY STIFF M STIFF
K /In K /In K -In /Deg
ELEM
NO
NE
NODE
PE ELEM
NODE LENGTH
I N F O R M A T I O N
BETA PROP ELEM
ANGLE TYPE TYPE
NE
HINGE
PE
HINGE
Units : Ft Deg
1 1 2 14.000 90.00 1 BEAM
2 2 3 11.000 0.00 1 BEAM
3 4 3 14.000 90.00 1 BEAM
PR OPERTY INF 0 RM AT I O N
PROP SECTION
NO NAME MODULUS AREA I DIST
Units . K /In 2 In2 In4 Ft ::~ .
1 2.9e+004 7.69 245
NODAL L 0 AD I N FORM A T I ON
REC LOAD LOAD PX PY M
NO CASE TYPE DX DY BETA
Units . K K Ft-K .
Ft Ft Deg
Description : seismic
Node List . 2 .
1 1 FORCE 8.20 0.00 0.00
J!=
PROGRAM: G.eneral Frame Analysis v2.05
AM Engineers
PAGE NO.
TIME! Wed Nov 1 10:21:20 2000
JOB NO. : JOB: 20084
RUN: Sci
NODE
NO
ELEM
NO
1
2
3
4
1
NODE
NO
2
1
4
LOAD
CASE
1
1
1
1
LOAD
CASE
1
1
1
LOAD
CASE
1
1
NOD A L D I s p L AC EMENTS
DX DY
Units : In In
0.0000 0.0000
1.2916 0.0079
1.2892 -0.0079
0.0000 0.0000
ELEMENT FORCES
NODE
ROTATION
Deg
-0.5961
-0.1292
-0.1288
-0.5951
NO 'AXIAL SHEAR
Units K K
1 10.4364 4.1025
2 10.4364 4.1025
2 -4.0975 -10.4364
3 -4.0975 -10.4364
4 -10.4364 4.0975
3 -10.4364 4.0975
R E A C T I O N S
PX PY
MOMENT
K -Ft
0.0000
57.4350
57.4350
-57.3650
0.0000
57.3650
MOMENT
K -Ft
-----------------
Units : K
-4.1025
-4.0975
K
-10.4364
10.4364
0.0000
0.0000
= \2-
PAGE NO. PROGRAM: General Frame Analysis v2.05
AM Engineers
JOB: 20084
TIME: Wed Nov 1 10:21:20 2000
JOB NO. :
RUN: Sci
N 0 DAL D I S PL AC EM E N T S
NODE LOAD
NO COMB DX DY ROTATION
Units : In In Deg
LOAD COMBINATIONS:
COMB 1 : 1.00 X CASE 1
1 1 0.0000 0.0000 -0.5961
2 1 1.2916 0.0079 -0.1292
3 1 1.2892 -0.0079 -0.1288
4 1 0.0000 0.0000 -0.5951
ELEMENT REPORTS
SIGN CONVENTION: BEAM DESIGNERS ELEM
NO
LOAD NODE
COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST
-------==-=-=--=---~==========-=====================~=~====~==================
Units . K K K -Ft K -Ft /In Ft .
LOAD COMBINATIONS:
COMB 1 : 1.00 X CASE 1
1 1 1 10.4364 4.1025 0.0000
2 10.4364 4.1025 57.4350 -0.1756 8.08
2 1 2 -4.0975 -10.4364 57.4350
3 -4.0975 -10.4364 -57.3650 -0.0272 2.33
3 1 4 -10.4364 4.0975 0.0000
3 -10.4364 4.0975 57.3650 -0.1754 8.08
R E A C T I 0 N s
NODE LOAD
NO COMB PX PY MOMENT -----
Units . K K K -Ft .
LOAD COMBINATIONS:
PROGRAM: General Frame Analysis v2.05
AM Engineers
JOB: 20084
RUN: Sci
R E A C T I O N S
NODE
NO
LOAD
COMB
COMB 1 : 1.00 X CASE 1
1 1
4 1
PX PY
-4.1025 -10.4364
-4.0975 10.4364
PAGE NO.
TIME: Wed Nov 1 10:21:20 2000
JOB NO. :
MOMENT
0.0000
0.0000
' l
FA3
DEFORMED
SHAPE
LOAD CASE #1
LX
MINIMA
X lil.lillillilE+lillillil
Y-6.55ZE-004
MAXIMA
X l.076E-00l
Y 6.SS2E-1il1il4
NOTES:
JOB ID: 20084
RUN ID: Sci
r-ir-________ __;?L_ ___________ ,r7
I
! I i I l !
1 1
j i
f
i
i
lH
m11
I
l I I I '3
j
!
I
j
!
j
I
1
l I
l
j
i
I
I ! I
' i
/ 4H
m11
AM. ENGINEERS
Consulting Structural Engineers
JOB :#ZQDAf
SHEET NO. 15 OF --'--""-----------------------
CALCULATED BY _____________ DATE ______ _
(760) 7 41-7306
~,ff ii:;J;;/2 ~'tU::2:::_: ;>····.\.:.•··········; -_'..:CJ:~:.· -...•. '. ...
· : . . . . . .. . .. . . . , .... . · ... :' y· "i . : .. '1 .. : •• ·; . ·: :·. ·: •.. : -: ·
. .. , '
; ... ; .. · .. ;
. i l •
.. -·,-·:·--:;·_:'·_··.::·:--·_:·::.L·~--,·:-,--,--__ ; ·f\l\_-/JE."1-J ·eo~T-Frr0
. . . : ... ~ ..
......... , ... :_ .'. ... : ........ : ... •:••
--. -.-,,--. -. : -IJ , , ___ \g_w_lD.~1-)g ~1,/:_tiffui-J
--~-~ ~: ' uti) ;.,;...,, ~nr-J· :-.. nil) -,I~\$ u _ __'-'1 ~-1 ,.... l. ,. : . . : . .
. ......... ..
'.-:. ,;i-,-:P ~l r-·._t.g.--
-{])UJri)):::~_-fc,-_--_ :,--_-_:_: .. ' ____ ,_;_--_-_____ ,-:_'.,_--: __ ; .. ,,-__ :--·_: : .. ·,':::-.,i:: ·-,· _::_----·,-__ ':: ____ '. __ ::·------:·; --:-...... ------------------_-:_ , __ r: . . .. ... .-·: .... :· . ; .. ; ... . :
" • • • ·. • • / • , '" • •' • "" , :.,., • • •~ •• • ,• •: • : ••; .. ., : • ..... '! '"f ' • • •,; " < • • • • :. •• •:-•• • ,., • .-. ",., , !« ,: ..,.,. ; ... • • : •, / I • ' ••
-.. -., .. ,_ ----·----:-.J;J--·· : .... '· _; ______ , .. '--:---'-. -' ' .. ' ---;-}--;----:---(----;--->-.... ---
__ :/ -Foi~"c ;;\s.i7s;:-_,-_::>--:-: :_--:-;::. >_:; --1----:---~ _ :-:;:_-_;-: :--:_·:_-_ : __ -i_: ___ -__ : _ i-_---'.":: __ >--:_>-.-'.-:-::::_: ___ --_-------
• ~~~iJ~ 1~~~[ : :ij¾:~s: Ji/-: · ·.i '. : < ; : : ··••·• ::} /( : _: · •. , ." ~;} !~,~J ~;Ci:~f
----. -------, ------, ---.. .. , .. , ------.. , -, --,--' ... ·--.... --.... -----.. .. -_: _____ :_ -_-__ Gt:Jn_,-. -_ -D-~-r/ ·4-I/:, 5 --E. iv.
t· ........... ···: :
-' ... .... ..... . ......... . . ! . ,• ... : ... ,., ..... · ..... . '( .. : ·· .. :
.. ·:" ( .',.,:. ,. :· • .... . ................. 'l ·.· ... : ...... _ . ..,
' .. ·· . ' ..... ,• . ·: .... ,
. . : ..... / ... : ... :. :. . .. ...
· ..... :. ...
· ......... :.: ; . ", ...... _. '1
. :, . : .. ~-.: : .. :
'
. -~ -~-; ; .• ... .. · ......... .,., .. :. ., .. ·. : . : ... : ... _. ·1·"·
· ;· .. : ·'.· · .. ,···'.·"•/" ... : ........ . . ... , .· .... : ..... .
·---i··:
: --:t.L5i,: },~<; i~~'x_Ji\-uA-1
_· .. :-iiiJJ.-ff1si$ ~-~!)--ti~/2[. -_-
:: < ~/j---ilf if,~: .
AM ENGINEERS
Consulting Structural Engineers
JOB #: 2C?OB4
SHEETNO,..J....:&~_...:_ __________ OF __ __,;. ___ _
CALCULATED BY ______________ DATE ______ _
(760) 741-7306
: . . .. . ~ . ' ~ ... : .. . '. , : ... ~ . ./. . :-. ;.. . . ... ' . . ... : .. : . . · ... :: , . : ...
: GMDr:. .-.i~i:f .. :.i,x+.-:.-:~1itL. M~:n:r~±.:: )F.R~1>1 t: : · .:: .:--.::.-::-
'•'"1 '"'
•' .. ......... . : . ..... ... : .. : .. = ··r·· :·»· , ....
. ' .. :.:.: :_.--:--.:·;···1,;,'.·.il'c, .. ·=... . .... J·n:sj<'.-•••
0'i:' ·: .......... ,,} .... ' .. : .. ',., ..... .; .. ~ .. · ...... , ........ :. .. .... .. . V1::> V
....... :· _:_ }>.--::--:.:. . .-::·::.:":,:.: .. · · --. · i ·: ···:---.. :; 1!_s.·:.:.~ .. ·.···.·_··::.·.::_:·:·::_: __ r., ..
3
:.: •. -;:,.,.-.· .. ·_ ·:···. _ ',·. ,.· .... :.-.. :.:.: .. : ·J.r· *.:;, ==·'· .. <-.. i. :·~.:.!::: ;· ··!·--.·;:: , .. ·.::·_.-=----····. ,..... ; ... , ---,~ ..,_-:;¥,.I .
... ·; , .. ' .. '. ·, .. ' : :··--: ... , .... .' .· '. · .. : .... ;:. · .i'.S~.--4.5>.·;Jt···;, .; .: ... : .. :.11 · · .. ,. · ~ ':z_/ .iP,frJ~/i?,'5><:i·i/.::·,· --:·"';""···--· .... : ... ' .. ' .. · ... ~.l.3tf,.S:.J~ .. :--··'··.~;., ... : 'w ··~A I··;
. ': ..... '. : .... ,., ... ·,. ...... .' .. '. .... ! ... · .. ' ....... L--: Z91'a;.r ·,··1~~-;·--'.------. it'9-0,"&J.rf ~,t'I, .. .:.....L-.$,x')-ZS'+..X~x./.3.:+, /5, ~x ~. r' fc'ix;1~xJ6r2.: r , .. · ·; ~ ~ · · , ·: . · · .: ... :.. , o
.... , .. : ....... · ... ' ' ...... , .. : ... ; .. ; ... , ... .1 ... :,.. .. ( .. -'--··-:· .· .... , .... : .. ··,--i··:· .... ' ..... '.·.·>:.::.:.·:.ti/> . .-.
. \\'•~IM:l:;.i. ::./ _'fl:·-~.~.· :·.:)···.;···:.21~1.·--,:.;~_·1.·.:·):;~.-:;;:: ~ 4 3-i / • c • • /Z.<;' . JJ/,
o, v--•: v ... -......... ; .... ~,-.. -.. _:: ......... ·:_:· __ ··;.·_ .. :.·_:--.;,·· .. ·~.·.·.: .. ·.----.·. ·i·· .. · ... F'[ff.T' l7T~ _4.o7 -fl-· .... ' . . . . ::::.:.:.-r4:~;~\:-::.· .. : .. · .. · . . ... , ·~
.. ,.,:., ...... ····: ..
"':""':• .... ( ... ·=· ........... :
• u:•• ,1, . : ..... .,.,: .· .... · ......... .
.... ";···'·· . ·:. =-· ·: • .... , ... '·
.t\,;i~·~ Li:. 'ti\;.:·'. .. ·
.... : · .. : _ .. · .. :·'3--· ... t,..y,~hJ.. -;;.o •. ?,$./r1..... :
' • J •• • •••• ,,: •• = •
.. ····.· : : . ' . .. ... · ...... : ,. ....... . : . . .. .. . ": .. ~ . . . . -~ ... : . :" . ....... . . : .
.: .. : .... L .. ; -·· :···. : :
•/• •., r • .,. .. · ....... .
. It
::.--,.-_·, .. :<:. '11· 1··.f/PS@ zi.;-i. Ar 11/4
.. ... :' ·····:· .. : .
,. ...... :··· .. "i .. ;, .. -r . .. .•.. ,• ~ ~ ...... : ,. .. ··:··:· .. ;. ·:·· ... -..
~ .. ~ . ' ... : . . .. ·: . . . :. ···: .. · ..
! : . i . " . ~ .. ;--.... : . ;· .. : .
..• E"',·'•.
: : . : ....... T
... -~ --·· ... -~ . ... . :'•"·
• : I . : .
. · ·! _, ..... , ...
......... · ··: . i ..... ····--:·····.···: .. _ .. :···
. . .. ': .. . .: .... ! .. : " ~-~ ..... . '! ";" :· ': . ... ,; ..
·····: ··.· ........ . i • ... .. . •. ;, .... , ............ "':. {" i . ,i . ..... ;.,: ..... '.
.. :·:
·:· :" ·, ··.····· .... , ...... .
. .. : .. : .. '. -~ ... :· ... : . . ; .. ·; ... ;·
; ... ~ •. .: .
•l -;---;· .: •• : ... • ..
. "": ,.
: : : . : :
... • ':""•: .. >• ... : .. ·: .. r···t ·:· : : : .. ·:· ;·· ... ••. "• ··: .. "i' ,.,, .. ,: ..
··!" ,,,, ~ .. .. .... :. ' .......... : . . . .. ; .... : . . .
. . . ,. . . ·:·
• ... : .. r.·· : •• r .: ............ ; .. ; ... :, .... : ... _ ......... ? .. i .. · .. :
• • : • • : ••• ; ... .. ., •••••• ;··· • .,. • .: .... i ... = ... . . . .... ;. .. ~,, . I. ·:
: .. ': .. ~ ....... ~ ..... ..
.. !
.. : •.• : •• = ••. : • .: ..... : ·: ····; • ; : ' ") .. · ~
: ..... ; ... :-1" ',i. "-~ • ' ; "' :• "• ··i " ...• ;. ..
i ······::·. ·:: •.. 1 .. i ; :
' .
: : :
' . .. :. l .. J ......
• ' .. • .. 1 • ~ •• :" ':'"':""", _ .......... ;----;·····
AM ENGINEERS
Consulting Structural Engineers Sl-!EETNO, ______ :----------OF _______ _
CALCULATED BY DATE _______ _
(760} 7 41-7306
,,I•,' . . . . ~ . :'" ·: .. r, ••• } '} ••• •'" • • : i•' ••• t
............ , , .. T .
"•}" :,
.. : "':'• .= .. ~ .• ~-••t ••• • • • ••• i •
... :' -: ........ : .
...... : ............ · .. . .... ... .. .. :-·:
. .. : ..... .
.· .. , .... ··, .... ·. =··
•.•• , ........................ , •.. ,: .. i. ....... . .. . .... : .. -~ ··: ····:·· ~-.. ·.· ........ ,,. } .. ~--~·-·,· ·.···:· .. . . . · .. •: ....... , ... "·:· ·_;_· .. c, ... ·:.:·. -~,·;::_R3_ •. ·c~}"cJ:,_r.; t:·_ .. >·-:.:.::t:::::>;·>: .. :· ... ·
····· · ....
i .. ·t· ··: .. · .. :
.... J .. . ·. _; __ t .= .. .t .... ; .... ..: ... t.
.. :. ••:••• ... :,,. : ···;
' ~--· .. : ··.·· ,: ... , .. ,.,_ ...... : ... ~:.. . . .. .. . . ......... ~-
:,. : . ! : ...... :. ·,···:· , ....
·-sf/re. .. ::~~-.-:piii-!-:_ · :-.-:
.. ~ .. . .. ·· ..
.,:, i•r•••
.. ;, ... : .......... : : ., :·. : zt.i :r1/.~fi4J$.Af:. (L.;:!c ..... ·:: : .... : .... ,
. . : ()i1,4;l~ .
i ·:·· !··' , .....
! ... : .. , :. ·:··" ..
·.···:·
.. ·. ':
. . ., ~ -~ . . .
. ·: .. :·· · ...
: ...... .
· ... ·. --:· .. • ... '""="' (
"t• .. ,; ·: ': :, :·
·:··"·:··· .•• ·.····:··
• .• , .. ,•, ": '!'". • ...... ·:·
.... : ... :.
'• -~ .....
.= ...... L .. : .. ! ..
'.·"'':" :··"·
.,; ··+
' :·· .. : ···;. :·
.. ,:····1· .:
: .... : .. :, .. , ...... : . ... ·-···?·· -~-. ~ ,.: ...
·. ":·· ....... .. ··; · > ....... :·
.. !
· .. .;. :
•••••••••• l" "; •••• ~-...... ; .. ••••• ....... ..
. ···:· ..... -.... · .... :, ... ; .... :. · .. ······!·--·,
i
: '":···:· , . .. . .. ~-
. : .. ·.
:· ..... :".
,: ...
. .. -· ·:· ·. :· ..... ""! ..
• .. :, l
·-· ": .. ·
.... ···i
·: ·; ..... ,• ... """:" ": ., . ., :"'
.... : .· ...
. .. ·· :' ., ... _ .
.. ···-· ., .
'
AM ENGINEERS
-lt-200 2 c/ JOB __ -"..;;._-~D:;._.;._-,-------------------
Consulting Structural Engineers
SHEETNO. _______________ OF _______ _
CALCULATED BY _ __,,-------------DATE ______ _
(760) 7 41-7306
.. . . ~ ... ~ . ' .. .. --: ...... ~.. . . . . : .....
....... :., .... : .....
' .... : : ··1·"
··: .. ,. ,·, ... : .... : ...
!•, : : :
... ~.. .. • .. ; ... •· • : •. --=···
• ., ,; ,,' ..••. ·, • i ,. : , .;;.,A .. ,:, , : • .. · ..... , •, •,
.... . •• . " "i : .....
.. --··-··-i···-· ... ~
... .. :. .. ; .. · ..... , .......... . . ~ .. : . ·-......
... ... ,: ..
' ; i
, · : ·· 'T :r1 ·:fEtoc~:· , ·· :-· --; ·· ·'
' . .. . .. ~. . . . . . .. .. . .. . . . . . : . . .
,,, -~ .....
' ·, -;-=· ...
.. ; .. :.
: : ! ' . .............
. .. . ~-
:, .. :
......... i, ..
... · ..... ~ .. '
:"""'': .....
: . ; . ·. ···. -;r""\'/()t:' ·. . .. , .. ' ... · ... , .. : .. :1u .. :1.~~
·:i ::··.?&~-(:::: :· : .. ;
,., •;" ~ .... : . ·: ... .._
t···· . '
'! ...
·--r .. :·
,:_ .· ... : ..... :. · ..
•!" ...... :···· .
,: ...
' ·: ······ :····--··t ··.··
?·····
, ........... ;, ·:·· ,'':"
' .--~ .. ~ .... · .. ~ ~-... . . , · ... ...... ' ....... ~ .... . .. , ····+---_.:....L-~_:,...:::::_,.,,.,~~I . ,•:
/;.Ir--·-! .:::::t··:. \ :.·\·.JJ.~·:·~; iJJ~~J"~··.--;·.:·;. -;·:·:::. ·:.:·: :· .. :-.··A·3~:·.t1;/>··:·: ......... .
: f'w-.; .· ··,i.i,\·:-'.· '· . ' ' ' S\-l'fA~ wA~l SCI.J'i:O: ··: .. %1H~I~.. ... ,...... , ...... · ..
:···; • ••• ..... :• .: •• ,: ... ,i. ••
' ,: . .,: ..
.. . . . ' ;,-, /12 . ; Q;'Q .. ; l '1.J ·~··· 1-~, .. ~f. ~ ;) C:'I . .\ .?,.~ ... ,. i • • • •
...] ... · ..
· .. :·"·
... , ...... :. : ... i. :_ >
••; •••• l,. . -~-! .... E ..... ,=···· ·:
····:.~~\\ ·,s}i:::· •' ···.·
:,,., .... .. ····: .. :' --~ . -~ ... : . ...... :·---,··· ..... .,
>, ... ·, •• {, ... : ••• :
,: .. ,: ... !
...... :'
·r· :, .. :, .. -... ·:····
•• ,= ••• i .. -;· ·;· .. =·
;··":·
!····
:rJ[;,_f . . '· ·:--~·· ... : .. _-·-~HI . : .. , ~H16-, 1:1-1~ .p.¼f..J.; ..
.J ..
. -: .. ··. ·:· .. :······ .. ······ ...
......... :
'1"'
. ~ ..
~~::z::;!s:z:::;c::::;z::z::2::::z:::::;;;z::::::t.:. · ... t ':' . ·. ··:·· ''!'
i" ;::.; .. qTL f:tt<.:.f.~.1.~. ;:
.J .... -:-.... , .
. ; ....... .
. ' ... ·.····;··«.·•·y •:• . .. . .. .. :,
·. ; ......
'• ... : .. l" ·l ·"E .• _. .. ···
: .... : ... : ..
' ':-. : . :
.; ~ . ··:· . .,:
.... · :·: · ... --···:;·. ···: .... ,.. ' ...
.... · .. : .. : bf-r/4:,L .=7· .. ss. ·. · .. ; .. ::
• ' • I • • • •
·~;.: "!···: .. +.
.E"XIS(... ?Hr?
ff« :pr,11,.:,
.. Wt st" 5Twn5·
frrz. PtA ,,._,
AM ENGINEERS
Consulting Structural Engineers SHEET NO. _____________ OF
CALCULATl:D BY --------'------------~DATE ______ _
(760) 7 41-7306
...... ,•;, ,:_ :,: ... : .. ;. ..... ;. -:--• •, l .... ·: .. "":"' . : .. :-· .. : .. : .. · ... .. ·--~ ..... ":' . : ....... ·.· ·:· .. : ... ··.· ... ,. ·.···1 ...
.... ;. :, . , .. ;, .. -~ ......... 1 ... • ·: ": . :····:" :···'.· . ... .. ·,· : .. . .. ········.· •,···.···· ..
.. , . ,: ..... , ... : ... ). ; .. ;.. .~ . : . . ·.· ;· ..... : . ~---· .. : .... ·.. : ..
... -, ' :ii ;}f t} ;-' <Y)iif J1 ; .. -_JX{: -<
.. • • : • i ••• ~ ,.. : • • ~-···i .. ~ . . . . . .J ••• : •• ;. • • ... ' , ' • : : . ·: .... :• ., ",:., ',,. . ' ... _ .. _ .. ;· ":'". · ... >· .. : ... : .. : ...
: .. : .... ·. : ..... ·.
: _l
':" =··
·····:· ...... ,; ...
. : .: .. -~. ~--: .. , .... · .· ... ; .
. .. ·-
. ·: . .. . .. ~ .. , . .. :· . . : : . ; ..
. : ': ·1·· :···: .................. · .
•:···: ...... ,
. : ....... : "''':' . ···:· . ~ . .. :·· .. '1'": · s····· : :
.\ ~ . . . : ··( : ... .. : ... ·. r ..
,• .... 1 .. ..... ·1·. . ...... : :
:·· ··: ·:" . "",' ....... .
. . ~ . · .. ':'
! . :
•• ..i ... • • .. • ; • • ~ • • .. • • : •• • •
: ·: ·· ...
.: " ..• : ,: . = •..
·:··· . ;· .. , '-;--:-:--,-----H-01·it/·,1_ -_\}\rst · ' , ·\ · · · '... )T·· -\'IA.._:.
-,· . ", ....... ,· ···,_ ... : .. _· .... ! .. : .. t . -~-... • .... . : ,., . ,!·· ,: .... .. . \~tJt'.1--\ ' ... -----···; ... _· ;··· __ :-' . . . ' ' ·' ... ·.· ·; ·t·":' ,;. :···:· · '1/ .. ' ., ;} .. :
_ : . . ; ,-. . . .. :_ : ; ' 1c.l1+'.<11/ft
....... i#A1I-qz ~11 :_;;:_·::J·_:_1_,:·::: __ i ::: __ '_; :: .; : .• ••.• ( ; ;.• . ' > ' :: ' : w/ 1:-34'~ tM3 . '
.. ~ ': .. " ": . . >: • -; '. . t?:<; -; .· · ' · · , • :: s} : . ; -· · Pi:-ritif: i~/s c; .· .
. . . ''" ,, ... ' .. "' ..... ,---·'· .. ; .. , .. ,. .. :, . '' ' ... " .. --: ··: ...
:· '---; ':---:--."-j: .. ;. ·'.· --!·--___ i_ .. ' ' ' ' ' ' . ' ' ' ... , ... : ..• ,. ,; .; .. . ·····•·· ..... ..
'.': , .. ·-... : ·-·· .... . ··:·--;----;-.: ..... ", ..... , .· ; .. ....... .. ......... : ' :
--;· .. , ··-.:.: .. ::.·. ·,··--· ,, ... · ... .. .. ...... _ ... , .. ·:· ·-····:·· ;,. '. .. : .... ·····' .. .. .., : .. ... . ··_: .. ·; . ;··· : . : .... ·. :
~--~' .. . . : ..... ." .. .. :· ... ··: . ·:·. ..., ...... ':"' .. ":•.. " . ~
. . : .. ;···= .. ; .... ;
. ,(.-• .. ,• i .. ·~· .. < •
. ·;.
i' ··l ...
. ···,· •: .. •:
.... : .. · .. !. · .......
: .... .: . : .. .. .....
~ . . . !
.! · 1
AM ENGINEERS JOB -#2c5ZJ8£(
Consulting Structural Engineers
SHEET NO. ______________ OF ______ _
CALCULATED BY DATE-------
(760) 7 41-7306
••• •••••• •••• :. • ., •• • ...... : .... ; •• i .. },., :····; ""i" "': .. i ..... ·:·" J' ....... . ... . : . . . . .... ~... .; . . ....
':·" ., .... :·· --:--. ; .. : .. ,: .. : .. .. .. . ...... ·:· "1' '.... ~·· .• -. .. ; .... ' .. i .-
................ o;O O ~-... ,,• Oo,lO •• :,,,;R 00 > · >· ;• ·: . . : ~ . . .... .. . .. .. "" . ... . . ~ -... : . .. . . . .,; . . .. ,. ·,: .: . . : : : : .; -; : :,rf?j:r:gr~_ ;, _--_---". ~ ··1·· · .• : _·.; -.:-•. ~~-~~,: :_;: ;:::::.: :·::: .. i·:-:; . .-.. : ·:· ... : " : • • • • ... • ·:· •• j'." ·;-• -·
: . : ...... l.. .. ~. . . . ~-.. : ... : .. ·.· . ~ '· .. : · ...... , .. : :. i
. . .... :. ·.··
... --·: ..... ' ... :.·.::·. :.: ' ... ;: ::-:-.. :·: .. ',. · ....... l .. ; .... · . , ..... ·. ; :, . · .. '····. .
' • : •... . •. " --·--.. : .. '. . . ~ . : : . . ··: • " ! .
. '· ... -.·. , ... = ... ······i·· ... ··:·
• !,, --~ ... _: .... : ... ; •
''!"":"··:· l : ... : ,,•
.; ... ;~ :··· .. , ..
. .. .. .: .. :• 1:•· ': . . . t. -~ . ' ' : ; .. ••; : . i"" ... .. . ·: .. -.... , ...
. . . :-.... : .. . . : .. ,: : ........ : ~' .. ,... ~ .. ---: .
. · ..... .... ," .. ·:·· ..... , ..
.... :-. · .. ..
: :
•: .. : ... ~ .. ..
. '
.. :. : .... : · :··i···Y· .. -· .. ... : . . . . .. ~ ,,-
: ... ·=·· •!• ..
·,.,. ::s:-
. ·. : ..... ... : ...... ,'• :: .. ·. ·.· :::: :1 ·:.:.--:· :.': .... '. ::·
. , ... l .. .: ..
.. = .. :_ •. .. .. :"''"'?
' ...... : ..
·· · .: .:J--.;·.· ,. ·.: ... :·::·:., ~=(~i..z.)~4;~.:~/·.4~2/4 .. c1,x J.s ·,1
.. : .... ' .. · .. : .. '..·.{vc;24.:~\~if66.~ ... '.~t,.)C:~o~~ .'Bct.Ts ..
._, .>:· .;-..;_-.... ~ .. <.JJ}.r~· :Pi2~~+~ : . .-:: · ·· .. ·
.·.' ..
.' . : ·.· : .
. . •; ... ··.·
.. . . . ' -. ~-. . -.. : .. . :.,:. : ....... , . .... : ... _ .
. .. . . .. .fr--,---,----
._ ...... -.. ·---Mf-'--~,,:-'.""", .. '3 .. ... , ·:··
' .
A·M ENGINEERS
-:f:)-Zco ac.f JOB __ -'--_~V"'---'---------------------
Consulting Structural Engineers
SHEET NO. _______________ OF _______ _
CALCULATED BY DATE-'-------
.. ·:··
. /.. /'.:.
.. ; ) .·
:··-.····
. . ' .-'J' 51JT& fllR fl/2c -
·:--~·,---; .. .. .
, ... ••.
' ·( ..... !. 0 ./
I', .. '(, ',;-•;. \-!
(ib
··--1.1 . ·:.
1i·1111,/.""
. '&-:·
(760) 7 41-7306
.. ·: . ". :"" :· ,. ":' . ..: ., . ~ .... ~ .. ~--:-
. ' ... : ' ~ :,, ...... : ... .~ ...... : .... ·. . t ..
• " •• ,,t •••• : : . ,, .. ,: ... :., ·:-··:., ..
...... .... } ......
~. . ' -:--·.·· .·
... : --jg; [)l[·/2 . )€{)~ .. "\' .. --_.,.:.:&1v.1f? r. i.f-;--··
J ., . ' . /.
-~ ,,! .
·.· ..... :· ..
: .. ··:·
.;. ... : .. · .... : .... _ ..
'"':""'1" ...... g·
........... , .. ;
....... : ..
,• ... :,,. '. .. "":·······
; ... · ........... .
:· .. : .. ,:
"}.: .. : ..
·!. ;·· .. ······; ...
··:· : .: ... ·
... : .. : ... :
':"";.
.. .. :
.. . . ~ . ... . .. ,
'
. ,:.,
·7 ..... >·
,: . .. . .. : ........... f.
;/':·: :: ., .. '·i-i~/.P.LfSio, .TKA~~---......
. ' . (/ l( · · I J · •.• : _ • -t~~X:)O 1: B~ 'AT #/?/L.: ••• _ .. -
r~t i~ ;·sr ir ·· --, .. , .... · · · --= · ·--· • )f .... ,, .... Au ..... , .... · .. ,.:., .... ;.,, .....
·;.
. . . ... ;• .. ·: . ~ "·: .. _ .... , ..
•: ....
. . . ... .. .. . . .. ........ .. ;, ... ; .. ( ... · .. : .. · ... : ..... ;···'• ..
-S~tsr.:~J.i):i:: ::_:·; :.:·::.'.:. ;: C"" .:::·:.::·, __ , ... · ......
···.····· ··:" ...... '": .: ... : .. · .. : ..
. '!. •":,0··: ... '.'' · .. "':' .. ~. ': ,., ;
... · .. ·:·· ,•
. "'":""•':" ·:·--i .. ~-.. : .. t ..... i. ··<' • ·: ••••
: ... ; .... : •: ....... .,. ........... ,, .
,[. ,:_. , .... ·
': .. : . .L ....
.. '"t'
... ·:··· ·. ··1 '" ·-
.. :.,: ... -.: ... , . , .. . : ... :,
} .. . . :. -·~ -~ ..... : ... ; ... : ... . . .. . . . . . ~ .. -·· .. : ...
.:, .. : .: ... ,,
•: ...
,, ·:
:''
.. J
. ···i
AM ENGINEERS
Consulting Structural Engineers
SHEET NO. _____________ OF ______ _
CALCULATED BY DATE _____ _
(760) 7 41-7306
...... ,: . :_
••• :' ", ¥• ·t--··:
. :· .. :·
·:···:· ._ ..... i : :
. •. . ....... ?.. . ., .. .
i • • •• • • • ! . .... .: .. ,..) . ·: . ,~. ..~ ••...... ;.. . .... "! .. ' •
: : ...• 1 ... ; ..••• • ••••• • .....
. : . : . . . ..~ ' : . E : . :· :· . ', . ... · ....... :
. . .. . ... ' ..... _ .... : . . . . . .. . ',., . . ..
. :. · .. : ,: ·:· ·: ·.·· f .. :-' .... ; _: ···.· ... ,. ...
u, !' ,1 : : •, • ,., : , •; , , 0 "•• n,, • • '!'"'" : , •~• ,_ ': •;•••• : • • ;' • : "OY"• •
...... :·· ;-··_ ...... " ... •••••• •• .. ,; , .. E .. -:· ••• .:: ·!·· ! .•. :. , . .i .....
. . . . . . .. : .. .-.. ~ . '. . .. ; . i. . ... . -~ .... . . •, ' . :
. ··:'"···· .. ·--. , ...
: : ·. _: ,.J. · .. ·. ,: .. : ....
: _ t . •• ·. _ ":· . · ••. : ,. · .• : : ~ · / : • E :
, .......... ·· -·· .' ··: .·· :·. ··: :' .. ..
..... ._ ..... :
'
; · r
. r
...... --·; ......... \.' : .. .: ,.;=-:r..;,:. ·:· ·. : . · __ .. _·,.· -.. ·. _·._ ... ' . . ~ : .. : .. · .. · ...... / .. :,, .... • --.. -(: ;··:· :· i111;1.&:~Ti~t::;·jf< ·.:-: <: -.... -.•. • __ • -
......... · . · ., .·., -: ._ .. JB ... {? T/·:· . (Ci9falf.) .. <-:{);;i .. t\ ..... _ ... ' .; .. -~ .... , .: ... .. ..
: . : ' •, . : ... " . ~ .; : ". : . 'j_ .. FAC . ·s ·.' . ""if, . '. . "' . A : .. I' 'le: ·ro locJC.. . .. . . ........ _.w./3 .. /l=Jf/, $\-/\(1.:,S ..... , .. )4 .. 1V~ .. i'. ... ,:I0 ... 5c~t 5: ... _.1&.P. ..... /3 .. .
. . . ·. " .:. . ... : : . : .... . .. ~-.: ... ; .. . .. . . . . : . : .. : . .: . ; ... ~ . . ; . : ... ; ... . . . ; ..... ~. i .. ~. . . . :. . : ... . . . : . . . . . .. .
. .. . . .. . ·~ . . . ... ,: . .. : ' .. . . . . .. ' :· .. . . . '· . . .: .. ,.. .. : .. . . . .. .. . . . ~. , . . . . .
. . _·: · --:--1:·, . .-:·_·:.; :: <.-:-;ip:.~o~.5~t.t:·§p1;Js: ... ::· !.:.(:::::(.i .. :<i·: :>.·_: ·: :./< ·:-:
.. · .... .. .. ·. _ ....... , .... , .. ·--A-r· · , '1--· ·, .. , ·,1 :·srvo · --ro ·!Jr;:, "r21oct:-Ef) A'T'"-,;{ .. o c1c·--: ...... , ., ............... \.,.Jv.al?.'. .. .n.n ....... ,.15.i.<-: .... _.~--'"--···--....... , .. ,1 ':t':"" ..... . .. :· . . . . . . : : . . . . : ' . -·: · .
.. · .. · .. : .: ..... . . ,: ..... . .· .·. ·.: .
,: ,:. . ., .. • • . . • . ... ~--. ·• . . • • • . • ' • ' : l.. • • ..
· ...... :· ·;· i ; :
",'. _,, •. ••·• ""."'i' .· ":··:·· : ·: ....
... ... . ,:.
·.· :·
. : " ......
. i ... :· ....
..... ·.· .. ,······ .. :-·
.. , ........... ·:. :·· , .. :···:·"
• • l . . . . ' . ' . ' . · ..... : : . : : ; : : . . . . : . : . ... ... : . : ... . .. . .. . . . . ·: .... : .... ;· .. : .. . .. . .. : ' --~ " .. ,•
: .. · .. '." .. : .. ·:·· :·: .. : ...•.. : ··.· ,. --; ;' ••· ·····.·· ), . • .. !. ... :_ .. : ... :. . .• .. ~ . . . . . . . . . . :.. ... ..... .. . ~ . ·: .. ~ .. '. ... ! .... L : ~ .: ... :. : .............. .
.... . · ..... :. : . : ..... · ..
. .. r ........ ·=· ............. .-.. . .. ; :2o GA"HW~ .. · . · ;_ · .. '· . · ; . : · : ., ... , ..... : ... , ,. . . .. '. ..... .. . . . ......
. ... ··:· .
. .. . :--···" . . .. :• .. . .. . ....... •, .. .... .
1$.G-,4
. ~la'.f::.·.
__ ':-:::~it~:i:;:it?J#4±i~j91f•--:::~u:.:.~ ; :-·--~
.. .. , ., sq{fid.$ P<c(f 5/0.ii"·:--:--·='·r:iDR;Af. _.t\Ll.or-tJll".t.5: ...... , . , . -. , .· .. · .... _ /. : ..
__ -1L ·. : • ···-To; ~~~:o!i! 1;:J; 5Jdi ;::: .... : :: :-,'. :ij :;: :: :,clt::t~a(~rJ c/
. : . :· .fT :-~-L~.::~Pf~._1~~-r~~f-:-: .. : ·. · .. :--.·: .. --.,-.--: .... : .::.
AM ENGINEERS
Consulting Structural Engineers
JOB _________________ __;:...::, _____ _
SHEE;TNO. _______________ OF _______ _
CALCULATED BY ________ .,_. ____ DATE ______ _
(760) 7 41-7306
.... r·· . . -·.··· .•• ·:· .; ........ · .... , ... · .. ,i .. .
: .. : ...
' :·· : ': --.·· .· ····· . . .. : .... ..: .. /" .1 .•....
' .. :· ·; ... : .. .' .. ·.·· ... :···r···:··
. ~ .. : . :,..., .. ; .. : ... _ ... -~ . : ..
···j"" -:-.. . . •• .
.. : ....
i : ,· .... :.
·.·····
.t .. ,.·,
:,,.:. . .. ··>
... :
·:·",
.... ···1·.
··:·· ':
.,,E, .. ; ...... . ·,·• ": ...... ~. .. : . .. : ... •t .. '., i' ·.·'
·.·· ........ ( ---·:
_:,
!' .... :"'• ..
: ':''."
,,_ . ~ .... ~.. .:
1--··:· ..... ·:· .. ···;····:· ..
.... · ...... '"'f" ... · .. :, .... · ,: ... :,
:· •"'
. . . r· •: .... : :
..... E ...... . . . .... --~ ...
.._. ;·
. • ...... ":' ..... :··· .· .. .; ..... '-.. : .....
. ~ ... :, . ·: . ; ... " :·
.. ~ ... ; ........ , ..... l ... ; .. ~ ··~· :-~ ... i
.. .. ·1 ...... . ·· ........ , . :" .. ;
.. : .•.... ·!· ' ..... !"·· .. ···;·
···.·· ,·· ~ . . ... . . .. ~ ..... .
~/,¢i/A.1l0?--J... i V)r:~ . ~ . . ... : .. : .......
': ........ . ·; . . . : .. t... . .. ,
·:···· ,• ... ; ... · .. ..:.. • l ••••••• ••,o. .... • • .•, ~ •••• <•. •-,0.
.... ,: ..... :. ·; ... : . -~ .. ,: ...
; .... ;
·: •, ... ··: .
... .. -... / . . J .. ~ . ·!·
.. i. .
... :' ..
i • ··:······· .. f. ,• ........ .
. :, ..... . ...... :, ...
·: ... : .. E'"
.: .. ·
: : . :" .. ;,~--':''""' .. ,: .... : .... ,; .. ·: . (··
:· •' .... .... · .. : .. ; .. ...... .= •• ·"':···,•--..• ., .
\ .. , . . .. , .... i • . "i"":··: ··: .... "~ . : .. : ..
'(. •: .... ~ .. -' ... ; .... ·!·····-!·· . : .. , .. ,•, .\
·"
TITLE 24 REPORT
Title 24 Report for:
SCI Blending Facility
2830 Loker Avenue East
Carlsbad, CA 92008
Project Designer:
Chapo & Hall Architects
777 South Highway 101, Suite 210
Solana Beach, CA 92075
858-481-4141
Report Prepared By:
Tim Hermann
DEC Engineers, Inc.
9466 Black Mountain Road Suite 230
San Diego, CA 92126
(858) 578-3270
Job Number:
2050
Date:
12/13/00
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards.
This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900.
EnergyPro 2.1 By EnergySoft Job Number: 2050 User Number: 5151
Cover Page
Table of Contents
TABLE OF CONTENTS
Form ENV-2 Overall Envelope Method
Form ENV-3 Proposed Construction Assembly
Form ENV-MM Envelope Mandatory Measures
Form MECH-2 Mechanical Equipment Summary
Form MECH-3 Mechanical Ventilation
Form MECH-4 Mechanical Sizing and Fan Power
Form MECH-MM Mechanical Mandatory Measures
EnergyPro 2.1 By EnergySoft Job Number: 2050
1
2
3
10
11
12
17
19
41
User Number: 5151
jCERTIFICATE OF COMPLIANCE Part 1 of 2 ENV-11
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
PROJECT ADDRESS
2830 Loker Avenue East Carlsbad Building Permit #
PRINCIPAL DESIGNER -ENVELOPE TELEPHONE
Chapo & Hall Architects 858-481-4141
DOCUMENTATION AUTHOR TELEPHONE Checked by/Date
DEC Engineers, Inc. (858) 578-3270 Enforcement Aaencv Use
GENERAL INFORMATION
DATE OF PLANS 'BUILDING CONDITIONED FLOOR AREA 'CLIMATE ZONE
7 11-02-00 21, 191 Sq.Ft.
BUILDING TYPE [X] NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM
PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION [X] ALTERATION D EXISTING + ADDITION
METHOD OF ENVELOPE D COMPONENT
COMPLIANCE
[Xj OVERALLENVELOPE D PERFORMANCE
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24,
Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements.
The documentation preparer hereby certifies that the document is accurate and complete.
DOCUMENTATION AUTHOR ISIGNATURI= -, 'DATE
Tim Hermann -,,... I tz.-1'3 ~ ao
The Principal Envelope Designer hereby certifies that the propbsed b~ild ng design represented in this set of construction
documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other
calculations submitted with this permit application. The proposed building has been designed to meet the envelope
requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6.
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 its preparation; and that I am licensed in the state of California as a civil engineer or
mechanical engineer, or I am a licensed architect.
D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537 .2 or
6737.3 to sign this document as the person responsible for its preparation; and that I am a
licensed contractor performing this work.
D I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a
structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1.
I "' PRINCIPAL ENVELOPE DESIGNER -NAME ,~N\~N'~ -. IDti~J-7-W ~IC._'!~ -Chaoo & Hall Architects •-I"'/
ENVELOPE MANDATORY MEASURES ........
Indicate location on plans of Note Block for Mandatory Measures I
INSTRUCTIONS TO APPLICANT ..
For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the
Nonresidential Manual published by the California Energy Commission.
ENV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans.
ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance.
ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated.
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:1 of 12
.,_ I ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV-11
I PROJECT NAME DATE I SCI BlendinQ Facility 12/13/00
OPAQUE SURFACES
Solar
Surface Framing Act. Gains
# Type Type Area U-Val. Azm. Tilt Y/N Form 3 Reference Location / Comments
1 Roof Wood 945 0.051 0 0 X R-19 Roof tR.19.2x8.16\ AHU-1
2 Roof Wood 503 0.051 0 0 ')( R-19 Roof <R.19.2x8.16\ HP 1
3 Wall None 480 0.074 45 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvo HP 1
4 Roof Wood 284 0.051 0 0 )( R-19 Roof R.19.2x8.16) HP 1
5 Wall None 480 0.074 45 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvo HP 1
6 Roof Wood 92 0.051 0 0 X R-19 Roof R.19.2x8.16l HP 1
7 Roof Wood 139 0.051 0 0 Ix R-19 Roof R.19.2x8.16l HP2
8 Roof Wood 266 0.051 0 0 X R-19 Roof R.19.2x8.16l HP2
9 Wall None 64 0.074 135 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvo HP2
10 Roof Wood 1,349 0.051 0 0 X R-19 Roof R.19.2x8.16) HP2
11 Roof Wood 131 0.051 0 0 ')( R-19 Roof (R.19.2x8.16l HP3
12 Wall None 112 0.074 135 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvo HP3
13 Roof Wood 273 0.051 0 0 ')( R-19 Roof <R.19.2x8.16l HP3
14 Wall None 232 0.074 135 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvp HP3
15 Wall None 672 0.074 45 90 ;')( 8" Solid CMU w/R11 & 2 x 5/8 Gvo HP3
16 Wall None 952 0.074 135 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvo FC-1
17 Wall None 264 0.074 135 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvo FC-1
18 Wall None 248 0.074 135 90 ')( 8" Solid CMU w/R11 & 2 x 5/8 Gvo FC-2
19 Wall None 222 0.074 45 90 ')( 8" Solid CMU w/R11 & 2 x 5/8 Gvo FC-2
20 Wall None 304 0.074 45 90 X 8" Solid CMU w/R11 & 2 x 5/8 Gvo FC-17
FENESTRATION SURFACES
Act. .
# Type Area U-Val. Azm. SHGC Glazing Type Location I Comments
1 Window 96 1.280 45 0.68 1/4" Ford Sunalas Blue HP 1
2 Window 96 1.280 45 0.68 1/4" Ford Sunalas Blue HP 1
3 Window 96 1.280 45 0.68 1/4" Ford Sunalas Blue HP 1
4 Window 96 1.280 45 0.68 1/4" Ford Sunnlas Blue HP 1
5 Window 48 1.280 135 0.68 1/4" Ford Sunnlas Blue HP2
6 Window 48 1.280 135 0.68 1/4" Ford Sunalas Blue HP3
7 Window 72 1.280 135 0.68 1/4" Ford Sunalas Blue FC-1
8 Window 144 1.280 135 0.68 1/4" Ford Sunnlas Blue FC-2
9 Window 72 1.280 45 0.68 1/4" Ford Sunalas Blue FC-2
10 Window 144 1.280 45 0.68 1/4" Ford Sunalas Blue FC-17
11 Window 72 1.280 45 0.68 1/4" Ford Sunalas Blue FC-20
12 Window 72 1.280 45 0.68 1/4" Ford Sunnlas Blue FC-20
EXTERIOR SHADING
Window Overhang Left Fin Right Fin
# Exterior Shade Type SHGC Hgt. Wd. Len. Hat. LExt.RExt. Dist. Len. Hat. Dist. Len. Hat.
1 None 0.76
2 None 0.76
3 None 0.76
4 None 0.76
5 None 0.76
6 None 0.76
7 None 0.76
8 None 0.76
9 None 0.76
10 None 0.76
11 None 0.76
12 None 0.76
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:2 of 12
_J
IENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV-11
I PROJECT NAME DATE I SCI BlendinQ Facility 12/13/00
OPAQUE SURFACES
Solar
Surface Framing Act. Gains
# Type Type Area U-Val. Azm. Tilt Y/N Form 3 Reference Location / Comments
21 Wall None 152 0.074 45 90 X 811 Solid CMU w/R11 & 2 x 5/8 Gvn FC-20
22 Wall None 96 0.074 45 90 Ix 8" Solid CMU w/R11 & 2 x 5/8 Gvn FC-20
FENESTRATION SURFACES
Act.
# Type Area U-Val. Azm. SHGC Glazing Type Location I Comments
EXTERIOR SHADING
Window Overhang Left Fin Right Fin
# Exterior Shade Type SHGC Hgt. Wd. Len. Hat. LExt.RExt. Dist. Len. Hat. Dist. Len. Hat.
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:3 of 12
,.
IOVERALL ENVELOPE METHOD Part 1 of 5 ENV-2
PROJECT NAME DATE
SCI Blendin 12/13/00
WINDOW AREA TEST
A. DISPLAY PERIMETER I ol ft X 6 = d sf DISPLAY AREA
B. GROSS EXTERIOR WALL AREA I 5,3341 sf X 0.40 = 2, 13~ sf 40% AREA
C. GROSS EXTERIOR WALL AREA I 5,3341 sf X0.10= 53~ sf MINIMUM STND. AREA
D. ENTER LARGER OF A or B 2, 13~ sf MAXIMUM STND. AREA
E. ENTER PROPOSED WINDOW AREA I 1,05ij sf PROPOSED AREA
IF EIS GREATER THAN DOR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT,
GO TO PART 2 OF 5.
1. IF E GREATER THAN D:
WINDOW
D. MAXIMUM STANDARD AREA E. PROPOSED WINDOW AREA ADJUSTMENT FACTOR
I I + I I= I I
(IF E=0, THEN ENTER C)
GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS.
2. IF LESS THAN C: WINDOW
C. MAXIMUM STANDARD AREA E. PROPOSED AREA ADJUSTMENT FACTOR
I I + I I= I I
(IF E=0, THEN ENTER 1) GO TO PART 5 TO CALCULATE ADJUSTED AREAS.
~KYLIGHT AREA TEST
ATRIUM HEIGHT Sc FT
I' F <= 5 IF > 55'1
ALLOWE % = 5 ALLOW D % = 10
I I v
I So/~ X I 3,9a~ = 1 199j
ALLOWED% GR. ROOF AREA STANDARD SKYLIGHT AREA
i
I ol
PROPOSED SKYLIGHT AREA
IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED
TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 5.
1. IF PROPOSED SKYLIGHT AREA> STANDARD SKYLIGHT AREA:
SKYLIGHT
STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR
I I+ I I = I I
GO TO PART 5 OF 5 TO CALCULATE ADJUSTED AREAS.
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:3 of 42
,. I OVERALL ENVELOPE METHOD Part 2 of 5 ENV-2
PROJECT NAME DATE
SCI Blendina Facilitv 12/13/00
bVERALL HEAT LOSS
0 ~ @] @] ~ [I] @] ~
PROPOSED STANDARD
TABLE
ASSEMBLY NAME HEAT VALUES UA AREA* UA
(e.g. Wall-1, Floor-1) AREA CAPACITY U-VALUE y N (BX D) (Adjusted) U-VALUE (FX G)
R-19 Roof 945 2.32 0.051 [Z] D 48.2 945 0.0?E 73.7
R-19 Roof 503 2.32 0.051 [Z] D 25.7 503 0.0?E 39.2
NE Wall 480 18.05 0.074 D [Z] 35.4 480 0.69( 331.2
1/4" Sunglas Blue 16' x 6' 96 1.280 D [Z] 122.9 96 1.23( 118.1
1/4" Sunglas Blue 16' x 6' 96 1.280 D [Z] 122.9 96 1.230 118.1
R-19 Roof 284 2.32 0.051 [Z] D 14.5 284 0.07E 22.2
NE Wall 480 18.05 0.074 D [Z] 35.4 480 0.69( 331.2
1/4" Sunglas Blue 16' x 6' 96 1.280 D !Kl 122.9 96 1.23( 118.1
1/4" Sunglas Blue 16' x 6' 96 1.280 D !Kl 122.9 96 1.23C 118.1
R-19 Roof 92 2.32 0.051 !Kl D 4.7 92 0.07E 7.2
R-19 Roof 139 2.32 0.051 00 D 7.1 139 0.07E 10.8
R-19 Roof 266 2.32 0.051 00 D 13.6 266 0.07E 20.7
SE Wall 64 18.05 0.074 D 00 4.7 64 0.69C 44.2
1/4" Sunglas Blue 8' x 6' 48 1.280 D [X] 61.4 48 1.230 59.0
R-19 Roof 1,349 2.32 0.051 [Z] D 68.8 1,349 0.07E 105.2
R-19 Roof 131 2.32 0.051 [Z] D 6.7 131 0.07E 10.2
SE Wall 112 18.05 0.074 D [Z] 8.3 112 0.69( 77.3
R-19 Roof 273 2.32 0.051 00 D 13.9 273 0.Q78 21.3
SE Wall 232 18.05 0.074 D [Z] 17.1 232 0.690 160.1
1/4" Sunglas Blue 8' x 6' 48 1.280 D 00 61.4 48 1.230 59.0
NE Wall 672 18.05 0.074 D [Z] 49.5 672 0.690 463.7
SE Wall 952 18.05 0.074 D 00 70.1 952 0.690 656.9
D [ZJ .
SE Wall 264 18.05 0.074 19.4 264 0.690 182.2
1/4" Sunglas Blue 8' x 9' 72 1.280 D [ZJ 92.2 72 1.23( 88.6
SE Wall 248 18.05 0.074 D 00 18.3 248 0.69( 171.1
1/4" Sunglas Blue 16' x 9' 144 1.280 D 00 184.3 144 1.23( 177.1
NE Wall 222 18.05 0.074 D [ZJ 16.4 222 0.690 153.2
1/4" Sunglas Blue 8' x 9' 72 1.280 D !Kl 92.2 72 1.23( 88.6
NE Wall 304 18.05 0.074 D 00 22.4 304 0.69( 209.8
1/4" Sunglas Blue 16' x 9' 144 1.280 D [X] 184.3 144 1.230 177.1
* If Window and/or Skylight Area Adjustment is Required, Column E shall be 1,667 This Page Total 4,213
use Adjusted Areas from Part 5 of 5. no greater than
ColumnH 1,870 Building Total 4,561
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:4of42
tovERALL ENVELOPE METHOD Part 2 of 5 ENV-21
PROJECT NAME DATE
SCI Blendina Facilitv 12/13/00
!OVERALL HEAT LOSS
0 [!] @] @] ~ ~ ~ ~
PROPOSED STANDARD
TABLE
ASSEMBLY NAME HEAT VALUES UA AREA* UA
(e.g. Wall-1, Floor-1) AREA CAPACITY U-VALUE y N (BXD) (Adjusted) U-VALUE (FX G)
NE Wall 152 18.05 4D 0.07 [Z] 11.2 152 0.69( 104.9
1/4" Sunglas Blue 8' x 9' 72 1.28 oD [Z] 92.2 72 1.23( 88.6
NE Wall 96 18.05 4D 0.07 [Z] 7.1 96 0.69( 66.2
1/4" Sunglas Blue 8' x 9' 72 1.28 oD [Z] 92.2 72 1.23( 88.6
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
* If Window and/or Skylight Area Adjustment is Required, Column E shall be ~ This Page Total B use Adjusted Areas from Part 5 of 5. no greater than
Column H 0 Building Total 1
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:5of42
IOVERALL ENVELOPE METHOD Part 3 of 5 ENV-21
PROJECT NAME IDATE
SCI Blandino Facilitv 12/13/00
OVERALL HEAT GAIN FROM CONDUCTION
0 [!] @] @] [I] 0 @] ~ OJ 0
PROPOSED STANDARD
TABLE HEAT HEAT
ASSEMBLY NAME HEAT u-VALUES GAIN AREA* GAIN
Q Q (e.g. Wall-1, Floor-1) AREA TF CAPACITY VALUE y N (BxCxE) (Adjusted ) U-VALUE TF (GxHxl)
R-19 Roof 945 27 2.32 0.051 [Z] D 1,302 945 0.07 8 27 1,990
R-19 Roof 50 3 27 2.32 0.051 [ZJ D 693 503 0.078 27 1,059
NE Wall 48 0 15 18.05 0.074 D [Z] 530 480 0.690 15 4,968
1/4" Sunglas Blue 16' x 6' 96 27 1.280 D [Z] 3,318 96 1.230 27 3,188
1/4" Sunglas Blue 16' x 6' 96 27 1.280 D [Z] 3,318 96 1.230 27 3,188
R-19 Roof 284 27 2.32 0.051 [Z] D 391 284 0.078 27 598
NE Wall 480 15 18.05 0.074 D [Z] 530 480 0.690 15 4,968
1/4" Sunglas Blue 16' x 6' 96 27 1.280 D [Z] 3,318 96 1.230 27 3,188
1/4" Sunglas Blue 16' x 6' 96 27 1.280 D [Z] 3,318 96 1.230 27 3,188
R-19 Roof 92 27 2.32 0.051 [Z] D 127 92 0.078 27 194
R-19 Roof 139 27 2.32 0.051 [X] D 192 139 0.Q78 27 293
R-19 Roof 266 27 2.32 0.051 [X] D 367 266 0.078 27 560
SE Wall 64 15 18.05 0.074 D [X] 71 64 0.690 15 662
1/4" Sunglas Blue 8' x 6' 48 27 1.280 D 00 1,659 48 1.230 27 1,594
R-19 Roof 1,349 27 2.32 0.051 [ZJ D 1,859 1,349 0.078 27 2,841
R-19 Roof 131 27 2.32 0.051 [Z] D 181 131 0.078 27 276
SE Wall 112 15 18.05 0.074 D [X] 124 112 0.690 15 1,159
R-19 Roof 273 27 2.32 0.051 [ZJ D 376 273 0.Q78 27 575
SE Wall 232 15 18.05 0.074 D [ZJ 256 232 0.690 15 2,401
1/4" Sunglas Blue 8' x 6' 48 27 1.280 D [X] 1,659 48 1.230 27 1,594
NE Wall 672 15 18.05 0.074 D [Z] 743 672 0.690 15 6,955
$EWall 952 15 18.05 0.074 D [Z] 1,052 952 0.690 15 9,853
SE Wall 264 15 18.05 0.074 D [Z] 292 264 0.690 15 2,732
1/4" Sunglas Blue 8' x 9' 72 27 1.280 D [Z] 2,488 72 1.230 27 2,391
SE Wall 248 15 18.05 0.074 D [Z] 274 248 0.690 15 2,567
1/4" Sunglas Blue 16' x 9' 144 27 1.280 D [Z] 4,977 144 1.230 27 4,782
NE Wall 222 15 18.05 0.074 D [Z] 245 222 0.690 15 2,298
1/4" Sunglas Blue 8' x 9' 72 27 1.280 D [Z] 2,488 72 1.230 2,391
NE Wall 304 15 18.05 (),074 D [X] 336 304 0.690 15 3,146
1/4" Sunglas Blue 16' x 9' 144 27 1.280 D [X] 4,977 144 1.230 27 4,782
• If Window and/or Skylight Area Adjustment is Required, 41,459 This Page Total 80,384
use Adjusted Areas from Part 5 of 5.
Building Total 46,709 87,733
I
I EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:60142
fovERALL ENVELOPE METHOD Part 3 of 5 ENV-21
PROJECT NAME !DATE
SCI Blendina Facilitv 12/13/00
OVERALL HEAT GAIN FROM CONDUCTION
0 ~@] CE] ~ 0 @] [BJ OJ 0
PROPOSED STANDARD
TABLE HEAT HEAT
ASSEMBLY NAME HEAT U-VALUES GAIN AREA* GAIN a a (e.g. Wall-1, Floor-1) AREA TF CAPACITY VALUE y N (BxCxE) (Adjusted ) U-VALUE TF (GxHxl)
NE Wall 15 2 15 18.05 40 0.07 [Z] 168 152 0.69 0 15 1,573
1/4" Sunglas Blue 8' x 9' 72 27 1.28 oO [Z] 2,488 72 1.23 0 27 2,391
NE Wall 96 15 18.05 0.074 D [Z] 106 96 0.69 0 15 994
1/4" Sunglas Blue 8' x 9' 72 27 1.280 D [Z] 2,488 72 1.23 0 27 2,391
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
* If Window and/or Skylight Area Adjustment is Required, 5,251 This Page Total 7,349
use Adjusted Areas from Part 5 of 5.
Building Total 46,709 87,733
I
I EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:7of 42
jOVERALL ENVELOPE METHOD Part 4 of 5 ENV-21
PROJECT NAME DATE
SCI Blandin 12/13/00
!OVERALL HEAT GAIN FROM RADIATION
0
PROPOSED STANDARD
WINDOW/SKYLIGHT NAME
(e.g. Wind-1, Sky-1) ORIENT.
1/4" Sunalas Blue 16' x 6' N
1/4" Sunnlas Blue 16' x 6' N
1/4" Sunalas Blue 16' x 6' N
1/4" Sunalas Blue 16' x 6' N
1/4" Sunalas Blue 8' x 6' E
1/4" C::,innl,:,c RI""' fl' x fi' E
1/4" Sunalas Blue 8' x 9' E
1/4" Sunalas Blue 16' x 9' E
1/4" c::,mal~!; Rl110 fl' x !'.I' N
1 /4" Sunalas Blue 16' x 9' N
1/4" Sunalas Blue 8' x 9' N
1/4" Sunalas Blue 8' x 9' N
*If Window and/or Skylight Area
Adjustment is Required, use
Adjusted Areas from Part 5 of 5.
EnergyPro 2.1 By EnergyPro
WEIGHTING OVERHANG HEAT GAIN AREA* RSHG HEAT GAIN Q Q FACTOR AREA SF SHGC H V
0.34 96 123 0.68
0.34 9E 123 0.68
0.34 91 123 0.68
0.34 9f 123 ni::ll
1.02 4f 123 0.68
1.02 4E 123 (\ l':ll
1.02 72 123 0.68
1.02 144 123 0.68
0.34 72 123 0.68
0.34 14A 123 0.68
0.34 72 123 0.68
0.34 72 123 0.68
•• Only SHGC is Column I must be
used for Skylights less than column M
User Number: 5151
HIV OHF (BxCxDxExH)
2730
2730
2,730
2 730
4,095
,t no,;
6,143
12285
2,048
4095
2,048
2048
47,nsl
47,n51
(ADJUSTED) (orSHGC**) SF
96 0.8 2 123
96 0.8 2 123
96 0.8 2 123
96 0.8 2 123
48 0.62 123
48 0.62 123
72 0.62 123
144 0.62 123
72 0.82 123
144 0.82 123
72 0.82 123
72 0.82 123
This Page Total
Building Total
(BxJxKxL)
3292
3,292
3292
3292
3734
3734
5 601
11,201
2 469
4938
2469
2469
49,7831
49,7831
!Total Heat Gain From Conduction! 87,73]
::=====4=6=, 7=0::::9 (From Part 3) ;::· ======::::;~
~--9_4~,4_85~1 Total Heat Gain 137,51d
Job Number: 2050 Page:8 of 42 /
I OVERALL ENVELOPE METHOD Part 5 of 5 ENV-21
PROJECT NAME DATE
SCI Blendin 12/13/00
WINDOW AREA ADJUSTMENT CALCULATIONS
IX) CHECK IF NOT APPLICABLE (See Part 1 of 5.) ~ 0 @]
0 ~ @] @] WINDOW ADJUSTED ADJUSTED
ADJUST. WINDOW WALL
WALL NAME I ORIENTATION l GROSS DOOR WINDOW FACTOR AREA AREA
(e.g. Wall-1, Wall-2) INTE1slwl AREA AREA AREA (From Part 1) (DX E) B • (F + C)
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
DODD
I TOTALS I I I I I NIAi I I
!SKYLIGHT AREA ADJW::;TMENT~AL~••LATIONS
00 CHECK IF NOT APPLICABLE (See Part 1 of 5.) @] ~ 0
0 ~ @] SKYLIGHT ADJUSTED ADJUSTED
ADJUST. SKYLIGHT ROOF
ROOFNAME GROSS SKYLIGHT FACTOR AREA AREA
(e.g. Roof-1, Roof-2) AREA AREA (From Part 1) (CXD) (B • E)
I TOTALS 11 I I NIAi I I
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:9of 42
IPROPOSED CONSTRUCTION ASSEMBL y ENV-31
PROJECT NAME DATE
SCI Blandin 12/13/00
COMPONENT DESCRIPTION
ASSEMBLY NAME la" Solid CMU w/R11 & 2 x 5/8 G~Q I
ASSEMBLY ~ Floor TYPE Wall (check one) w w Ceiling / Roof C en C FRAMING MATERIAL I None/ I-en ::::, z
0 FRAMING% I I% Framing%
15% (16" o.c. Wall)
12% (24" o.c. Wall)
10% (16" o.c. Floor/Ceil.)
SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.)
CONSTRUCTION COMPONENTS
' 0 [[I
A-VALUE *HEAT CAPACITY (Optional)
THICK-CAVITY WOOD WALL SPECIFIC HC
NESS A-VALUE FRAME WEIGHT HEAT (AXB)
DESCRIPTION FRAMING (in.) (Ac) A-VALUE (lbs/sf) (Btu/F-lb) (Btu/F-sf)
OUTSIDE SURFACE AIR FILM -0.170 ---
1 Insulation, Mineral Fiber, R-11 D 3.500 11.000 0.18 0.17 0.03
2 5/8" Gyp D 0.625 0.562 2.60 0.26 0.68
3 5/8" Gyp D 0.625 0.562 2.60 0.26 0.68
4 Cone Block, Normal Weight, Cone Filled D 8.000 0.600 83.33 0.20 16.67
5 D
6 D
7 D
8 D
9 D
INSIDE SURFACE AIR FILM -0.680 ---
SUBTOTA4 13.581 11 88.71 TOTAL HC I 18.11
Re Rf
*NOTE: Weight and Specific Heat values for materials oenetrated by wood framing include the effects of the framing members.
[I 0 Li D I X I + I X I = I 0.074 I
1 /Rc 1 •(Fr%/ 100) 1 / Rf Fr%/ 100 ASSEMBLY U-VALUE
COMMENTS
EnergyPro 2.1 By EnregySoft User Number: 5151 Job Number: 2050 Page:10 of 42
IENVELOPE MANDATORY MEASURES ENV-MMI
PROJECT NAME DATE
SCI Blendin 12/13/00
DESCRIPTION Designer Enforcement
D § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply
with the California Quality Standards for insulating material, Title 20, Chapter 4, Article
3.
D § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating
and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2.
D § 117(a) All Exterior Joints and openings in the building that are observable sources of air
leakage shall be caulked, gasketed, weatherstripped or otherwise sealed.
D § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit
and the building, and shall be weatherstripped (except for unframed glass doors and
fire doors).
D § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not
exceeding those shown in Table Number 1-E. of the Standards. Manufactured
fenestration products must be labeled for U-value according to NFRC procedures.
D § 118(e) Demising Walls in Nonresidential Buildings:
The opaque portions of framed demising walls in nonresidential buildings shall have
insulation with an installed A-value of no less than R-11 between framing members.
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:11 of 42
fCERTIFICATE OF COMPLIANCE Part 1 of 2 MECH-11
PROJECT NAME DATE
SCI Blendinci Facility 12/13/00
PROJECT ADDRESS
2830 Loker Avenue East Carlsbad Building Permit # PRINCIPAL DESIGNER -MECHANICAL TELEPHONE
DEC Engineers, Inc. (858) 578-3270
DOCUMENTATION AUTHOR TELEPHONE Checked by/Date DEC Engineers, Inc. (858) 578-3270 Enforcement Agency Use
GENERAL INFORMATION
DATE OF PLANS II BUILDING CONDITIONED FLOOR AREA I CLIMA 7E ZONE 11-02-00 21, 191sq.Ft.
BUILDING TYPE [X] NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM
PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION [X] ALTERATION D EXISTING + ADDITION
METHOD OF MECHANICAL [X] PRESCRIPTIVE D PERFORMANCE
COMPLIANCE
PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24,
Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements.
The documentation preparer hereby certifies that the documation is accurate and complete.
DOCUMENTATION AUTHOR ISl~Tlll:I~ ~ !DATE
Tim Hermann )lb. . .. rz-< 3-oo
The Principal Mechanical Designer hereby certifies that the pr~ posed building design represented in this set of construction
documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other -calculations submitted with this permit application. The proposed building has been designed to meet the mechanical
requirements contained in Sections 110 through115, 120 through 124, 140 through 142, 144 and 145.
Please check one:
~ 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 its preparation; and that I am licenced in the State of California as a civil
engineer, or mechanical engineer or I am a licensed architect. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or
6737.3 to sign this document as the person responsible for its preparation; and that I am a
licensed contractor performing this work.
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 persuant to Business and Professions Code sections 5537,
5538, and 6737.1. -~
PRINCIPAL MECHANICAL DESIGNER • NAME Is1~~ !DATE ILIC.# DEC Ennineers Inc. ('2--n-o c:> 11-<.~CCf"i
MECHANICAL MANDATORY MEASURES
Indicate location on plans of Note Block for Mandatory Measures I ~\l.o I
INSTRUCTIONS TO APPLICANT
For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the
Nonresidential Manual published by the California Energy Commission.
MECH-1: Required on plans for all submittals. Parts 2 may be incorporated in schedules on plans.
MECH-2: Required for all submittals, but form does not have to be completed if location of mechanical equipment schedule is
indicated on the form per Section 4.3.3.
MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4.
MECH-4: Required for Prescriptive submittals.
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:4 of 12
ICERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11
PROJECT NAME DATE I SCI Blendinq Facility 12/13/00
SYSTEM FEATURES
I I
MECHANICAL SYSTEMS
I I SYSTEM NAME AHU-1 11 HP 1 11 HP2 NOTE TO
FIELD
TIME CONTROL Programmable Switch Programmable Switch Programmable Switch
SETBACK CONTROL No Setback Reauired No Setback Reauired No Setback Reauired
ISOLATION ZONES n/a n/a n/a
HEAT PUMP THERMOSTAT? n/a Yes Yes
ELECTRIC HEAT? n/a 10.0 kW 10.0 kW
FAN CONTROL Constant Volume Constant Volume Constant Volume
VAV MINIMUM POSITION CONTROL? No No No
SIMULTANEOUS HEAT/COOL? No No No
HEATING SUPPLY RESET Constant Temp Constant Temp Constant Temp
COOLING SUPPLY RESET Constant Temp Constant Temp Constant Temp
VENTILATION Air Balance Air Balance Air Balance
OUTDOOR DAMPER CONTROL Auto Auto Auto
ECONOMIZER TYPE Diff. Temp (Integrated) No Economizer No Economizer
DESIGN AIR CFM (MECH-3, COLUMN H) 3870cfm 179 cfm 243 cfm
HEATING EQUIPMENT TYPE None Heat Pump Heat Pump
HEATING EQUIPMENT EFFICIENCY n/a 7.0 HSPF 7.0 HSPF
COOLING EQUIPMENT TYPE Packaged VAY Packaged DX Packaged DX
COOLING EQUIPMENT EFFICIENCY 8.5 EER 10.0 SEER / 8.6 EER 10.0 SEER / 8.9 EER
MAKE AND MODEL NUMBER TRANE MCC-10 CARRIER S0HS-060---301-CARRIER S0HS-048---301-
HEATING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
COOLING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
DUCT TAPE ALLOWED? No No No
PIPE TYPE (SUPPLY, RETURN, ETC.)
PIPE INSULATION REQUIRED? No No No
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
ELECTRIC HEAT? S: Prog. Switch H: Heating Enter N!,lmber of I: Inlet Vanes
0: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
Y:Yes M: Manual Timer 0: Other C: Curve SIMULTANEOUS HEAT /COOL? N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM
B: Air Balance A: Auto A:Air Enter Outdoor Air HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W:Water CFM.
DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Deoartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:5 of 12
ICERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11
PROJECT NAME DATE I SCI Blendina Facility 12/13/00
SYSTEM FEATURES
I I
MECHANICAL SYSTEMS I I SYSTEM NAME HP3 11 FC-1 11 FC-2 NOTE TO
FIELD
TIME CONTROL Programmable Switch Programmable Switch Programmable Switch
SETBACK CONTROL No Setback Reauired No Setback Reauired No Setback Reauired
ISOLATION ZONES n/a n/a n/a
HEAT PUMP THERMOSTAT? Yes Yes Yes
ELECTRIC HEAT? 5.0kW 0.0kW 0.0kW
FAN CONTROL Constant Volume Constant Volume Constant Volume
VAV MINIMUM POSITION CONTROL? No No No
SIMULTANEOUS HEAT/COOL? No No No
HEATING SUPPLY RESET Constant Temo Constant Temo Constant Temo
COOLING SUPPLY RESET Constant Temo Constant Temo Constant Temo
VENTILATION Air Balance Air Balance Air Balance
OUTDOOR DAMPER CONTROL Auto Auto Auto
ECONOMIZER TYPE No Economizer No Economizer No Economizer
DESIGN AIR CFM (MECH-3, COLUMN Hl 71 cfm 940cfm 180 cfm
HEATING EQUIPMENT TYPE Heat Pump Heat Pump Heat Pump
HEATING EQUIPMENT EFFICIENCY 6.6 HSPF 80% HSPF 80%HSPF
COOLING EQUIPMENT TYPE Packaged DX Split DX Split DX
COOLING EQUIPMENT EFFICIENCY 10.0 SEER/ 8.6 EER 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER
CARRIER S0HS-024···301· CARRIER 38FB4A036 CARRIER 38FB4A048 MAKE AND MODEL NUMBER
HEATING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
COOLING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
DUCT TAPE ALLOWED? No No No
PIPE TYPE (SUPPLY, RETURN, ETC.) Refrigerant Piping Refrigerant Piping
PIPE INSULATION REQUIRED? No Yes Yes
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes
0: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
Y:Yes M: Manual Timer 0: Other C: Curve SIMULTANEOUS HEAT /COOL? N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM
B: Air Balance A: Auto A:Air Enter Outdoor Air
HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W:Water CFM.
DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Deoartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:6 of 12
ICERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1f
PROJECT NAME DATE I SCI Blendinq Facility 12/13/00
SYSTEM FEATURES
I I I
MECHANICAL SYSTEMS
jsYSTEM NAME FC-3 I I FC-4 II FC-5 NOTE TO
FIELD
TIME CONTROL Programmable Switch Programmable Switch Programmable Switch
SETBACK CONTROL No Setback Reauired No Setback Reauired No Setback Reauired
ISOLATION ZONES n/a n/a n/a
HEAT PUMP THERMOSTAT? Yes Yes Yes
ELECTRIC HEAT? 0.0kW 0.0kW 0.0kW
FAN CONTROL Constant Volume Constant Volume Constant Volume
VAV MINIMUM POSITION CONTROL? No No No
SIMULTANEOUS HEAT/COOL? No No No
HEATING SUPPLY RESET Constant Temo Constant Temo Constant Temo
COOLING SUPPLY RESET Constant Temo Constant Temo Constant Temo
VENTILATION Air Balance Air Balance Air Balance
OUTDOOR DAMPER CONTROL Auto Auto Auto
ECONOMIZER TYPE No Economizer No Economizer No Economizer
DESIGN AIR CFM (MECH-3, COLUMN H' 360 cfm 411 cfm 400 cfm
HEATING EQUIPMENT TYPE Heat Pump Heat Pump Heat Pump
HEATING EQUIPMENT EFFICIENCY 80%HSPF 80% HSPF 80% HSPF
COOLING EQUIPMENT TYPE Split DX Split DX Split DX
COOLING EQUIPMENT EFFICIENCY 10.0 SEER / 10.3 EER 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER
CARRIER 38FB4A060 MAKE AND MODEL NUMBER CARRIER 38FB4A060 CARRIER 38FB4A060
HEATING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
COOLING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
DUCT TAPE ALLOWED? No No No
PIPE TYPE (SUPPLY, RETURN, ETC.) Refrigerant Piping Refrigerant Piping Refrigerant Piping
PIPE INSULATION REQUIRED? Yes Yes Yes
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes
0: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
Y:Yes M: Manual Timer 0: Other C: Curve SIMULTANEOUS HEAT/ COOL? N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM
B: Air Balance A:Auto A:Air Enter Outdoor Air HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W:Water CFM.
DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Deoartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:7 of 12
lcERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11
PROJECT NAME DATE I SCI Blendina Facility 12/13/00
SYSTEM FEATURES
I I I
MECHANICAL SYSTEMS
!SYSTEM NAME FC-6 I I FC-7 11 FC-8 NOTE TO
FIELD
TIME CONTROL Programmable Switch Programmable Switch Programmable Switch
SETBACK CONTROL No Setback Reauired No Setback Reauired No Setback Reauired
ISOLATION ZONES n/a n/a n/a
HEAT PUMP THERMOSTAT? Yes Yes Yes
ELECTRIC HEAT? 0.0kW 0.0kW 0.0kW
FAN CONTROL Constant Volume Constant Volume Constant Volume
VAV MINIMUM POSITION CONTROL? No No No
SIMULTANEOUS HEAT/COOL? No No No
HEATING SUPPLY RESET Constant Temo Constant Temo Constant Temo
COOLING SUPPLY RESET Constant Temo Constant Temp Constant Temp
VENTILATION Air Balance Air Balance Air Balance
OUTDOOR DAMPER CONTROL Auto Auto Auto
ECONOMIZER TYPE No Economizer No Economizer No Economizer
DESIGN AIR CFM (MECH-3, COLUMN H) 400cfm 400cfm 320 cfm
HEATING EQUIPMENT TYPE Heat Pump Heat Pump Heat Pump
HEATING EQUIPMENT EFFICIENCY 80% HSPF 80%HSPF 80%HSPF
COOLING EQUIPMENT TYPE Split DX Split DX Split DX
COOLING EQUIPMENT EFFICIENCY 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER
MAKE AND MODEL NUMBER CARRIER 38FB4A060 CARRIER 38FB4A060 CARRIER 38FB4A036
HEATING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
COOLING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
DUCT TAPE ALLOWED? No No No
PIPE TYPE (SUPPLY, RETURN, ETC.) Refrigerant Piping Refrigerant Piping Refrigerant Piping
PIPE INSULATION REQUIRED? Yes Yes Yes
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes
O: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
SIMULTANEOUS HEAT /COOL? Y:Yes M: Manual Timer 0: Other C: Curve
N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER 0.A.CFM
B: Air Balance A: Auto A:Air Enter Outdoor Air HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W:Water CFM.
DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Deoartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:8 of 12
ICERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11
PROJECT NAME DATE I SCI Blandino Facility 12/13/00
SYSTEM FEATURES
I I I MECHANICAL SYSTEMS I SYSTEM NAME FC-9 II FC-10 11 FC-11 NOTE TO
FIELD
TIME CONTROL Programmable Switch Programmable Switch Programmable Switch
SETBACK CONTROL No Setback Reauired No Setback Reauired No Setback Required
ISOLATION ZONES nla n/a nla
HEAT PUMP THERMOSTAT? Yes Yes Yes
ELECTRIC HEAT? 0.0kW 0.0kW 0.0kW
FAN CONTROL Constant Volume Constant Volume Constant Volume
VAV MINIMUM POSITION CONTROL? No No No
SIMULTANEOUS HEAT/COOL? No No No
HEATING SUPPLY RESET Constant Temp Constant Temp Constant Temo
COOLING SUPPLY RESET Constant Temp Constant Temp Constant Temo
VENTILATION Air Balance Air Balance Air Balance
OUTDOOR DAMPER CONTROL Auto Auto Auto
ECONOMIZER TYPE No Economizer No Economizer No Economizer
DESIGN AIR CFM (MECH-3, COLUMN Hl 400 cfm 180 cfm 400 cfm
HEATING EQUIPMENT TYPE Heat Pump Heat Pump Heat Pump
HEATING EQUIPMENT EFFICIENCY 80%HSPF 80% HSPF 80%HSPF
COOLING EQUIPMENT TYPE Split DX Split DX Split DX
COOLING EQUIPMENT EFFICIENCY 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER 10.0 SEER / 10.3 EER
CARRlt:R 38FB4A060 MAKE AND MODEL NUMBER CARRIER 38FB4A024 CARRIER 38FB4A060
HEATING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
COOLING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
DUCT TAPE ALLOWED? No No No
PIPE TYPE (SUPPLY, RETURN, ETC.) Refrigerant Piping Refrigerant Piping Refrigerant Piping
PIPE INSULATION REQUIRED? Yes Yes Yes
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes
0: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
Y:Yes M: Manual Timer 0: Other C: Curve SIMULTANEOUS HEAT /COOL? N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM
B: Air Balance A:Auto A:Air Enter Outdoor Air HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W:Water CFM.
DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Denartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:9of 12
lcERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11
PROJECT NAME DATE I SCI Blendino Facility 12/13/00
SYSTEM FEATURES
I I I MECHANICAL SYSTEMS
jsYSTEM NAME FC-12 I I FC-13 11 FC-14 NOTE TO
FIELD
TIME CONTROL Programmable Switch Programmable Switch Programmable Switch
SETBACK CONTROL No Setback Reauired No Setback Reauired No Setback Reauired
ISOLATION ZONES n/a n/a n/a
HEAT PUMP THERMOSTAT? Yes Yes Yes
ELECTRIC HEAT? 0.0kW 0.0kW 0.0kW
FAN CONTROL Constant Volume Constant Volume Constant Volume
VAV MINIMUM POSITION CONTROL? No No No
SIMULTANEOUS HEAT/COOL? No No No
HEATING SUPPLY RESET Constant Temo Constant Temo Constant T emo
COOLING SUPPLY RESET Constant Temp Constant Temp Constant Temp
VENTILATION Air Balance Air Balance Air Balance
OUTDOOR DAMPER CONTROL Auto Auto Auto
ECONOMIZER TYPE No Economizer No Economizer No Economizer
DESIGN AIR CFM (MECH-3, COLUMN H' 400 cfm 1980 cfm 300 cfm
HEATING EQUIPMENT TYPE Heat Pump Heat Pump Heat Pump
HEATING EQUIPMENT EFFICIENCY 80%HSPF 80% HSPF 80%HSPF
COOLING EQUIPMENT TYPE Split DX Split DX Split DX
COOLING EQUIPMENT EFFICIENCY 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER
MAKE AND MODEL NUMBER CARRIER 38F84A060 CARRIER 38FB4A048 CARRIER 38FB4A036
HEATING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
COOLING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
DUCT TAPE ALLOWED? No No No
PIPE TYPE (SUPPLY, RETURN, ETC.) Refrigerant Piping Refrigerant Piping Refrigerant Piping
PIPE INSULATION REQUIRED? Yes Yes Yes
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes ELECTRIC HEAT? O: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
Y:Yes M: Manual Timer 0: Other C: Curve SIMULTANEOUS HEAT /COOL? N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM
B: Air Balance A: Auto A:Air Enter Outdoor Air HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W: Water CFM.
DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Denartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:10 of 12
lcERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11
PROJECT NAME , DATE
I SCI Blendino Facilitv 12/13/00
SYSTEM FEATURES
I I MECHANICAL SYSTEMS
I I SYSTEM NAME FC-15 11 FC-16 11 FC-17 NOTE TO
FIELD
TIME CONTROL Programmable Switch Programmable Switch Programmable Switch
SETBACK CONTROL No Setback Reouired No Setback Reauired No Setback Required
ISOLATION ZONES n/a n/a n/a
HEAT PUMP THERMOSTAT? Yes Yes Yes
ELECTRIC HEAT? 0.0kW 0.0kW 0.0kW
FAN CONTROL Constant Volume Constant Volume Constant Volume
VAV MINIMUM POSITION CONTROL? No No No
.
SIMULTANEOUS HEAT/COOL? No No No
HEATING SUPPLY RESET Constant Temo Constant Temo Constant Temo
COOLING SUPPLY RESET Constant Temo Constant Temn Constant Temo
VENTILATION Air Balance Air Balance Air Balance
OUTDOOR DAMPER CONTROL Auto Auto Auto
ECONOMIZER TYPE No Economizer No Economizer No Economizer
DESIGN AIR CFM (MECH-3, COLUMN H 400 cfm 200 cfm 225 cfm
HEATING EQUIPMENT TYPE Heat Pump Heat Pump Heat Pump
HEATING EQUIPMENT EFFICIENCY 80% HSPF 80%HSPF 80%HSPF
COOLING EQUIPMENT TYPE Split DX Split DX Split DX
COOLING EQUIPMENT EFFICIENCY 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER 10.0 SEER/ 10.3 EER
CARRIER 38FB4A060 CARRIER 38FB4A024 CARRIER 38FB4A060
MAKE AND MODEL NUMBER
HEATING DUCT LOCATION R•VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
COOLING DUCT LOCATION A-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2
DUCT TAPE ALLOWED? No No No
PIPE TYPE (SUPPLY, RETURN, ETC.) Refrigerant Piping Refrigerant Piping Refrigerant Piping
PIPE INSULATION REQUIRED? Yes Yes Yes
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes
0: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
Y:Yes M: Manual Timer 0: Other C: Curve SIMULTANEOUS HEAT /COOL? N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM
B: Air Balance A: Auto A:Air Enter Outdoor Air
HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W:Water CFM.
DUCT TAPE ALLOWED? M: Out Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Oeoartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:11 of 12
ICERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11
PROJECT NAME DATE
I SCI BlendinQ Facility 12/13/00
SYSTEM FEATURES
I I
MECHANICAL SYSTEMS
I I SYSTEM NAME FC-20 II 11
NOTE TO
FIELD
TIME CONTROL Programmable Switch
SETBACK CONTROL No Setback Reauired
ISOLATION ZONES n/a
HEAT PUMP THERMOSTAT? Yes
ELECTRIC HEAT? 0.0kW
FAN CONTROL Constant Volume
VAV MINIMUM POSITION CONTROL? No
SIMULTANEOUS HEAT/COOL? No
HEATING SUPPLY RESET Constant Temo
COOLING SUPPLY RESET Constant Temo
VENTILATION Air Balance
OUTDOOR DAMPER CONTROL Auto
ECONOMIZER TYPE No Economizer
DESIGN AIR CFM CMECH-3, COLUMN HJ 66 cfm
HEATING EQUIPMENT TYPE Heat Pump
HEATING EQUIPMENT EFFICIENCY 80%HSPF
COOLING EQUIPMENT TYPE Split DX
COOLING EQUIPMENT EFFICIENCY 10.0 SEER/ 10.3 EER
CARRIER 38FB4A036
MAKE AND MODEL NUMBER
HEATING DUCT LOCATION R-VALUE Ducts in Attic 4.2
COOLING DUCT LOCATION R·VALUE Ducts in Attic 4.2
DUCT TAPE ALLOWED? No
PIPE TYPE (SUPPLY, RETURN, ETC.) Refrigerant Piping
PIPE INSULATION REQUIRED? Yes
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes
O: Occupancy C: Cooling Isolation Zones. P: Variable Pitch
VAV MINIMUM POSITION CONTROL? Sensor B: Both V:VFD
Y:Yes M: Manual Timer 0: Other C: Curve SIMULTANEOUS HEAT/ COOL? N:No
HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM
B: Air Balance A: Auto A:Air Enter Outdoor Air
HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W: Water CFM.
DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nc
D: Demand Control less than Col. H on
PIPE INSULATION REQUIRED? N: Natural MECH-3.
NOTES TO FIELD -For Buildina Deoartment Use Onlv
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:12 of 12
I MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2f
PROJECT NAME
'DATE 12/13/00 SCI Blendina Facilitv
CHILLER AND TOWER SUMMARY
PUMPS
Tot. Motor Drive Pump
Equipment Name Equipment Type Qty. Efficiency Tons Qty GPM BHP Eff. Eff. Control
DHW I BOILER SUMMARY
Energy Factor Standby !TANK INSUL.
Rated Vol. or Recovery Loss or Ext.
System Name System Type Distribution Type Qty Input (Gals.) Efficiency Pilot R-Val.
CENTRAL SYSTEM RATINGS
HEATING COOLING
Aux.
Svstem Name SvstemTvoe Qtv. Cutout kW Eff. Outnut Sensible Efficiencv Economizer Type
TRANE MCC-10 Packaged VAV 1 0 0.0 n/c 155,300 108,10( 8.5 EER Diff. Temp (Integrated)
CARRIER 50HS-060---Packaged DX 1 7.0HSPF 44,00C 10.0 SEER/ 8.6 EER No Economizer 301-57,000 10.0 57,500
CARRIER SOHS-048---
301-Packaged DX 1 47,500 10.0 7.0HSPF 47,000 35,200 10.0 SEER/ 8.9 EER No Economizer
CARRIER 50HS-024---301-Packaaed DX 1 23,600 5.0 6.6HSPF 24,000 16,700 10.0 SEER/ 8.6 EER No Economizer
CARRIER 38FB4A036 Split DX 4 36,000 0.0 80%HSPF 34,200 24,80( 10.0 SEER/ 10.3 EER No Economizer
CARRIER 38FB4A048 Split DX 2 47,000 0.0 80%HSPF 46,000 34,30C 10.0 SEER / 10.3 EER No Economizer
CARRIER 38FB4A060 Split DX 10 58,000 0.0 80%HSPF 56,000 42,00C 10.0 SEER/ 10.3 EER No Economizer
CARRIER 38FB4A024 Split DX 2 22,800 0.0 80%HSPF 22,600 16,600 10.0 SEER / 10.3 EER No Economizer
CENTRAL SYSTEM FAN SUMMARY
SUPPLY FAN RETURN FAN
Motor Drive Motor Drive
svstem Name FanTvlM! Motor Location CFM BHP Eff. Eff. CFM BHP Eff. Eff.
TRANE MCC-10 Constant Volume Draw-Through 4,000 4.00 86.5% 100.0% none
CARRIER 50HS-060---
301-Constant Volume Blow-Through 2,000 0.80 77.0% 100.0% none
CARRIER 50HS-048---
301-Constant Volume Blow-Through 1,600 0.75 77.0% 100.0% none
CARRIER 50HS-024---301-Constant Volume Blow-Through 765 0.33 77.0% 100.0% none
CARRIER 38FB4A036 Constant Volume Blow-Through 1,200 0.25 77.0% 100.0% none
CARRIER 38FB4A048
Constant Volume Blow-Through 1,600 0.60 77.0% 100.0% none
CARRIER 38FB4A060
Constant Volume Blow-Through 1,965 0.60 77.0% 100.0% none
CARRIER 38FB4A024 Constant Volume Blow-Through 1,200 0.25 77.0% 100.0% none
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:12 of 42
IMECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-21
PROJECT NAME
SCI Blendina Facilitv I DATE 12/13/00
ZONE TERMINAL SUMMARY
VAVTERMINAL BOX TERMINAL FAN BASEBOARD
Min. CFM Reheat Coil Flow Motor Drive
>---~Z=o=n=e~N=a=m=e~ _ __, ,__s=;v~s=t=e=m~T~-v'""""o,e~_,_Q~l~tv .. +---'--R_at_io~_,__T~ype _ __,_D~e~lt=a ..... T Ratio CFM BHP Eff. Eff. Type Output
1-A_H..;U_-_1 ______ __, 1-V_A_V_B_ox ___ -1-__ 1+-__ 1O_O_'¾-1o_n_on_e __ -+ __ n/-1a 0% none none n/a
1-H_P_1.;..._ ______ __, 1-V_A_V_Bo_x ___ -1---1+-__ 1O_O_'¾-10 _n_on_e __ -+ __ n/-1a 0% none none n/a
,_H_P_2 _______ ----< 1-V-'-A.;.;V;...B=c.o=x-'-----+---1+----'-1O'-'O--'-'¾..,o -'--'n=on"-'e=----+-n=/=ia 0% none none n/a
HP 3 VAV Box 1 100% none n/a 0% none none n/a --------+----+----------+------!
1 FC-1 VAV Box -----------; 100% none n/a 0% none t--------t---+----tl-----+----t none n/a
1-F--=C--=-2=----------i 1-V'-'-A-'-'V'--=Bo=x-'-----t----'-1+---'-'1 O=O'--''¾..,o =n=on=e=----+-=n/=ia 0% none none n/a
1-F-"-C--'-3'----------11-V-'-A-'-V_B_o"""x ___ -+ __ 1 __ 1_O'""'O--'-01c..,o "'""'no=n"-'e=----+-n,.,,/=ia 0% none none n/a
1-F_C_-4 _______ --i 1-V-'--A_V_B_o_x ___ -+ __ 1 __ 1_O_O_'¾-+o '"'no"-'n""e'----+-nc::./.:::.ia 0% none none n/a
FC-5 VAVBox 1 100% none n/a 0% none none n/a t------------; ------------------+------!
1-F_C_·6=----------i 1-V--'-A-'-V-'---'--Bo __ x ___ -+ __ 1+-__ 10_O_0/4-10_n_on_e __ -+ __ n/-1a 0% none none n/a
FC-7 VAV Box 1 1----------100% none n/a 0% none -------+--+-----ti-----+---! none n/a
1-F_C_-a _______ -t 1-V_A_V_B_o_x ___ -+ __ 1 __ 1_O_O_'¾-+o _no_n_e __ -+_n_/---ia 0% none none n/a
1-F_C_-9:__ ______ __, 1-V--'-A_V-'-B..:...ox ___ -1---1+---'--1 O""O'-'o/c..,o""'n=on=e=----+-.:..::nl-=,a 0% none none n/a
1-F_C_-1_O ______ ---;1-V_A_V_Bo_x ___ -+ __ 1+-__ 10_O_0/4-to-'-'n-=-on'-'-e=----+-n=/.:::.ia 0% none none n/a
1-F_C_-1_1 _______ 1-v_A_V_B_o_x ___ -+ __ 1 __ 1_o_o_o/c-10-'--no.c..n"'"e'--_-+_n=/.:::.ia 0% none none n/a
,....F-"C--1=2'-----------11-V"'"A""'V __ B""o""'x-'--__ -+ __ 1 __ 1_O;....o--o/c-+o "'""'no=n"-'e=----+-nc::./.:::.ia 0% none none n/a
1-F_,,C--·1.,_,3=----------; 1-V,...A-'-V'-"'B=ox~----1---'1+---"1 O,,_,O..,o/c"'lolµ.u,,c no'-""-ne __ +--.I.JL>6.jn/a 0% none none n/a
FC-14 VAV Box 1 100% none n/a 0% none none n/a -----------; t-----------+-----------+-----1
FC-15 VAV Box 1----------n/a 0% none t--------+--+-----tt-----+---1 100% none none n/a
1-F=C--1~6=----------l l-V~A--V;_B~o=x~-----t----'-1 f-_1--O=O~o/c..,o =no=n=e=----+-n=/=ia 0% none none n/a
,....F--'-C--1--=7---------; 1-V;_A.;.;V~B=ox"-----t---'1+---=--1O=O=%..,o=n=on'""e=----+-'-"nl=ia 0% none none n/a
1-F_C_-2_O ______ ---; VAV Box 1 100% none n/a 0% none none n/a
EXHAUST FAN SUMMARY -n It-AN ... nA• ,.., FAN
Motor Drive Motor Drive
Room Name Qtv. CFM BHP Eff. Eff. Rgc;,mName Qty . CFM BHP Eff. Eff. . ..
2O4R&D 1 3,870 0.00 4O.Oo/c 97.0% 146 Packaging 1 14( 0.00 40.0°/4 97.0%
120-122 Restrms/Jan 1 94( 0.00 40.0°/4 97.0% 136 Packaging 1 11C 0.00 4O.Oo/c 97.0%
118 Lunch Room 1 18( 0.00 40.0°/4 97.0% 135 Manufacturing (F) 1 110 0.00 4O.Oo/c 97.0%
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:13 of 42
!MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2f
PROJECT NAME l DATE 12/13/00 SCI Blendina Facilitv
ZONE TERMINAL SUMMARY
VAV TERMINAL BOX TERMINAL FAN BASEBOARD
Min.CFM Reheat Coil Flow Motor Drive
Zone Name SvstemTvne Qtv, Ratio Tvoe DeltaT Ratio CFM BHP Eff. Eff. Type Output
-
EXHAUST FAN SUMMARY
,_ :HAI 'I t-n.N l=XHAI 'I a-.o.N
Motor Drive Motor Drive
Room Name Qtv. CFM BHP Eff. Eff. R9qmName Qtv. CFM BHP Eff. Eff.
141 Service Corridor 1 340 0.00 40.0o/c 97.0% 144 Blending 1 40C 0.00 40.0°/c 97.0%
137 Blending 1 400 0.00 40.0'¾ 97.0% 143 Blending 1 32C 0.00 40.0o/c 97.0%
145 Blending 1 40( 0.00 40.0o/c 97.0% 138 Blending 1 400 0.00 40.0'¾ 97.0%
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:14 of 42
I MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-21
PROJECT NAME IDATE 12/13/00 SCI Blendina Facilitv
ZONE TERMINAL SUMMARY
VAV TERMINAL BOX TERMINAL FAN BASEBOARD
Min. CFM Reheat Coil Flow Motor Drive
Zone Name SvstemTvoe Qtv. Ratio Tvoe DeltaT Ratio CFM BHP Eff. Eff. Type Output
-
EXHAUST FAN SUMMARY
,n Ir-AN 1-XHA• ~1-FAl>l
Motor Drive Motor Drive
Room Name Qtv. CFM BHP Eff. Eff. Roqm Name Qtv. CFM BHP Eff. Eff.
142 Weighing 1 18( 0.00 40.0'¾ 97.0% 131 Service Corridor 1 1,98( 0.00 40.0'¾ 97.0%
134 Manufacturing (F) 1 40( 0.00 40.0'¾ 97.0% 139 Blending 1 30C 0.00 40.0'¾ 97.0%
133 Manufacturing (F) 1 40( 0.00 40.0'¾ 97.0% 132 Manufacturing (F) 1 40( 0.00 40.0'¾ 97.0%
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:15 of 42
IMECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2f
PROJECT NAME
'DATE 12/13/00 SCI Blendina Facilitv
ZONE TERMINAL SUMMARY
VAVTERMINAL BOX TERMINAL FAN BASEBOARD
Min.CFM Reheat Coil Flow Motor Drive
Zone Name SvstemTvne Qtv. Ratio Type DeltaT Ratio CFM BHP Eff. Eff. Type Output
-
-
EXHAUST FAN SUMMARY
t-'I-IAI "I FAN ~ IJ\I I t-nN
Motor Drive Motor Drive
Room Name Qty. CFM BHP Eff. Eff. R99m Name Qty, CFM BHP Eff. Eff.
140 Weighing 1 20C 0.00 40.0o/c 97.0%
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:16 of 42
!MECHANICAL VENTILATION MECH-31
PROJECT NAME DATE
SCI Blendin 12/13/00
IMECHANICAL VENTILATION
[iJ -AREA BASIS OCCUPANCY BASIS REQ'D DESIGN
COND. MIN. NO. CFM MIN. O.A. OUTDOOF VAV r'f"RANS-
ZONE/SYSTEM AREA CFM CFM OF PER CFM (MAX OF AIR MIN. FER
(SF) PER SF (Bx C) PEOPL E PERSON (ExF) DORG) CFM RATIO AIR ,-.--
AHU-1 945 0.15 142 142 3,870 100% -
AHU-1 Total 142 3,870 -
HP 1 1,879 0.15 282 282 179 100% 103 -HP 1 Total 282 179 -
HP2 1,754 0.15 263 263 243 100% 20 -
HP2 Total 263 243 -
HP3 404 0.15 61 61 71 100% >----
HP3 Total 61 71 ,-.--
FC-1 867 0.15 130 130 940 100% -
FC-1 Total 130 940 -
FC-2 714 0.15 107 107 180 100% -
FC-2 Total 107 180 -FC-3 1,13 0.15 170 170 360 100% -
FC-3 Total 170 360 -
FC-4 2,738 0.15 411 411 411 100% -
FC-4 Total 411 411 -
FC-5 664 0.15 100 100 400 100%
>----
FC-5 Total 100 400 -
FC-6 575 0.15 86 86 400 100% -
FC-6 Total 86 400 >----
FC-7 536 0.15 80 80 400 100% -
FC-7 Total 80 400 -
FC-8 283 0.15 42 42 320 100% -
FC-8 Total 42 320 -FC-9 619 0.15 93 93 400 100%
FC-9 Total 93 400 -
FC-10 322 0.15 48 48 180 100% -
FC-10 Total 48 180 -m Mlolm,m Veotllafioo Rale pe, Seolloo 121, Table 1-F.
Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density.
Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans.
Must be greater than or equal to (H minus I), and, for VAV, greater than or equal to (H-J).
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:17 of 42
!MECHANICAL VENTILATION MECH-31
PROJECT NAME DATE
SCI Blandin 12/13/00
I MECHANICAL VENTILATION
Q] -AREA BASIS OCCUPANCY BASIS REQ'D DESIGN
COND. MIN. NO. CFM MIN. O.A. OUTDOOA VAV rTRANS
ZONE/SYSTEM AREA CFM CFM OF PER CFM (MAX OF AIR MIN. FER
(SF) PER SF (B xC) PEOPL EPERSON (ExF) DORG) CFM RATIO AIR -
FC-11 727 0.15 109 109 400 100% -FC-11 Total 109 400 -
FC-12 677 0.15 102 102 400 100% -
FC-12 Total 102 400 -FC-13 2,88 0.15 432 432 1,980 100% -FC-13 Total 432 1,980 -FC-14 326 0.15 49 49 300 100% -
FC-14 Total 49 300 -
FC-15 TT6 0.15 116 116 400 100% -
FC-15 Total 116 400 ,...__
FC-16 322 0.15 48 48 200 100% -FC-16 Total 48 200 -
FC-17 1,614 0.15 242 242 225 100% 17 -
FC-17 Total 242 225 -
FC-20 437 0.15 66 66 66 100% ,___
FC-20 Total 66 66 -
-
--
-
----
-
-
-
-
rn
Minimum Ventilation Rate per Section 121, Table 1-F.
Based on Expected Number of Occupants or at least 50% of Chapter 1 o 1997 USC Occupant Density.
Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans.
Must be greater than or equal to (H minus I), and, for VAV, greater than or equal to (H-J).
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:18 of 42
IMECHANICAL SIZING AND FAN POWER MECH-4f
PROJECT NAME DATE
SCI Blendina Facility 12/13/00
SYSTEM NAME FLOOR AREA
AHU-1 945
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR 3,8701 CFM (MECH 3; COLUMN I)
-ROOM LOADS
• RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
• SUPPLYFAN
• SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
0 [fil @] [fil [[]
DESIGN EFFICIENCY NUMBER
FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 4.000 86.5% 100.0o/c 1
Exhaust Fan 0.000 40.0o/c 97.0°/c 1
COOLING ~ 85 OF OF
7C
72
49.255
44,239
2,935
2,21~
0
0
2,21~
100,8781
1.21
122,063
117, 1831
Btu I Hr
m
OF
OF
PEAK WATTS
Bx Ex746/(CX D
3,450
0
1ol°F
8
152,0481
1.43
217,429
ol
Btu /Hr
@]
CFM
(Supply Fans)
4,000
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 3,450/ I 4!000/
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.862/ constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:19 of 42
I
fMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendina Facilitv 12/13/00
SYSTEM NAME FLOOR AREA
HP 1 1,879
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
!SIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
• OUTDOOR DRY BULB TEMPERATURE
• OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR
• ROOM LOADS
~---17~91 CFM (MECH 3; COLUMN I)
-RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
TOTALS
SAFETY/ WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[Kl [fil @] @] 00
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.800 77.0% 100.0°/c 1
COOLING
85
7(
72
534
37,282
2,730
1,864
0
0
1,864
44,2741
1.21
53,572
48,5311
Btu/ Hr
[£]
OF
OF
OF
PEAK WATTS
Bx Ex 746 / (C X D
~ OF
70l°F
6 837
21 85
n/
1,09
1,09
30,8781
1.43
44,156
43,66~
Btu/ Hr
@]
CFM
(Supply Fans)
775 2,000
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 1151 I 2!0001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.3881 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:20 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
HP2 1,754
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
• OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B
• DESIGN OUTDOOR AIR ~--24_3~1 CFM (MECH 3; COLUMN I)
• ROOM LOADS
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
0 [[] @] [[] [I]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.750 77.0% 100.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING E§J 85 OF OF
7(
72
2 100
24,996
5,448
1,250
0
0
1,250
35,0701
1.21
42,434
37,3961
Btu/ Hr
[I]
OF
OF
PEAK WATTS
Bx Ex746/(C X D
727
72711
70l°F
n/
28
28
15,5601
1.43
22,251
36,3891
Btu/ Hr
@]
CFM
(Supply Fans)
1,600
1!6001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.4541 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:21 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
HP3 404
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
!SIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR .__ ___ 7_,11 CFM (MECH 3; COLUMN I)
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
-SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[KJ [fil @] [fil []]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.333 77.0o/c 100.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7(
72
519
13,448
1,255
672
0
0
672
16,5731
1.21
20,054
18,0161
Btu/Hr
m
OF
OF
PEAK WATTS
Bx Ex746/(CX D
323
323I I
70l°F
2 737
28
8,9501
1.43
12,799
1a,08ol
Btu I Hr
@]
CFM
(Supply Fans)
765
7651
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.4221 constant volume systems or 1.25 Watts/cfm for VA V systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:22 of 42
!MECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendina Facilitv 12/13/00
SYSTEM NAME FLOOR AREA
FC-1 867
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
• DESIGN OUTDOOR AIR
-ROOM LOADS
~ __ 9_4~01 CFM (MECH 3; COLUMN I)
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
TOTALS
SAFETY/ WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
0 []] @] [fil [fil
DESIGN EFFICIENCY NUMBER
FAN DESCRIPTION BRAKE HP MOTOR DRIVE OFFANS
Supply Fan 0.250 77.0o/c 100.0% 1
Exhaust Fan 0.000 40.0% 97.0o/c 1
COOLING ~ 85 OF OF
7(
74
8423
13,618
2,693
681
0
0
681
26,3811
1.21
31,921
27,0341
Btu/ Hr
0
OF
OF
PEAK WATTS
B x E x 746 / (C X D
242
0
69l°F
n/
32
32
41,94~
1.43
59,984
27,5791
Btu/ Hr
~
CFM
(Supply Fans)
1,200
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 24211 1!2001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2021 constant volume systems or 1.25 Watts/cfm for VA V systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:23 of 42
IMECHANICAL SIZING AND FAN POWER MECH-4f
PROJECT NAME DATE
SCI BlendinQ Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-2 714
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B
-DESIGN OUTDOOR AIR ~--1 _8~0' CFM (MECH 3; COLUMN I)
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
-SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
~ [[] @J [fil []]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0% 100.0% 1
Exhaust Fan 0.000 40.0% 97.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7(
72
1.379
24,802
2,199
1,240
0
0
1,240
30,8611
1.21
37,342
35,7511
Btu /Hr
0
OF
OF
PEAK WATTS
Bx Ex 746 / (C X D
581
0
sa1l I
70I°F
n/
56
56
19,2441
1.43
27,519
36,0061
Btu /Hr
@]
CFM
(Supply Fans)
1,600
1!6001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.3631 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:24 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI BlendinQ Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-3
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR .__ __ 3_6_o_,I cFM (MECH 3; coLuMN 1>
-ROOM LOADS
-RETURN VENTED LIGHTING
• RETURN AIR DUCTS
-RETURN FAN
• SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[Kl 00 @J [[] [fil
COOLING
OF
1--------; OF
1--------;
72°F
4172
30,620
3,242
1,531
0
0
1,531
41,0961
1.21
49,726
42,8591
Btu/ Hr
[I]
DESIGN EFFICIENCY NUMBER PEAK WATTS FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS Bx EX 746 / (C X D
Supply Fan 0.600 77.0% 100.0% 1 581
Exhaust Fan 0.000 40.0o/c 97.0% 1 0
Exhaust Fan 0.000 40.0% 97.0% 1 0
Exhaust Fan 0.000 40.0% 97.0o/c 1 0
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 58111
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I
constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM
EnergyPro 2.1 By EnergySoft User Number 5·151 Job Number: 2050
1,131
13 974
13,9741
1.43
19,983
44,4331
Btu /Hr
@]
CFM
(Supply Fans)
1,965
1!9651
0.2961
Col. F/Col. G
Page:25 of 42
IMECHANICAL SIZING AND FAN POWER MECH-4f
PROJECT NAME DATE
SCI Blandino Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-4 2,738
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
• OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR
• ROOM LOADS
~ ___ 4_1~11 CFM (MECH 3; COLUMN I)
-RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY/ WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
~ []] @] @] [I]
DESIGN EFFICIENCY NUMBER
FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0% 100.0% 1
Exhaust Fan 0.000 40.0% 97.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7( OF
72 OF 70l°F
4451 15 942
32,163
4,640
1,608
0
0
1,608
44,4701 15,9421
1.21 ~ 53,809 9
41,8091 44,4331
Btu/ Hr Btu /Hr
[I] @]
PEAK WATTS CFM
Bx EX 746 / (C X D (Supply Fans)
581 1,965
0
58111 1!9651
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2961 constant volume systems or 1.25 Watts/cfm for VA V systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:26 of 42
)MECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI BlendinQ Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-5 664
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE (APPENDIX C)
(APPENDIX C)
COOLING
85 OF ~ OF
-OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
• DESIGN OUTDOOR AIR
• ROOM LOADS
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B
400! CFM (MECH 3; COLUMN I) ~---~
7( OF
72 OF
4.944
27,041
1,904
1,352
0
0
1,352
36,593! TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR) ~ 8
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) 42,6541
Btu /Hr
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[I] (fil @] @] [fil [I]
DESIGN EFFICIENCY NUMBER PEAK WATTS FAN DES9RIPTION BRAKE HP MOTOR DRIVE OF FANS Bx Ex 746 / (C X D
Supply Fan 0.600 77.0°/c 100.0°/c 1 581
Exhaust Fan 0.000 40.0o/c 97.0% 1 0
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 58111
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I
constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050
70!°F
15 527
15,52~
1.43
22,203
44,4331
Btu /Hr
@J
CFM
(Supply Fans)
1,965
1!9651
0.2961
Col. F / Col. G
Page:27 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendina Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-6 575
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR ~--4_0~0' CFM (MECH 3; COLUMN I)
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
0 [fil @] @] [[]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0% 100.0% 1
Exhaust Fan 0.000 40.0% 97.0% 1
COOLING ~ 85 OF OF
7( OF
72 OF 70/°F
4 993 15 527
27,342
1,648
1,367
0
0
1,367
36,7181 15,52~
1.21 1.43
44,428 22,203
42,6561 44,4331
Btu/ Hr Btu/ Hr
0 @]
PEAK WATTS CFM
BX Ex 746 / (C X D' (Supply Fans)
581 1,965
0
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 58111 1!9651
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.296/ constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:28 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-7 536
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE (APPENDIX C)
(APPENDIX C)
COOLING
85 OF ~ OF
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
-DESIGN OUTDOOR AIR
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RE"f.URN FAN
-SUPPLY FAN
-SUPPLY DUCTS
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
~ __ 4_o_o~I cFM (MECH a; coLuMN 1>
7( OF
72 OF
5.016
27,317
1,537
1,366
0
0
1,366
36,601! TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM~UP FACTOR) ~ 8
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) 42,6551
Btu/Hr
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
0 [[] @] @] 00 [I]
DESIGN EFFICIENCY NUMBER PEAK WATTS
FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS Bx Ex 746 / (C X D
Supply Fan 0.600 77.0% 100.0% 1 581
Exhaust Fan 0.000 40.0% 97.0% 1 0
.
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 581! I
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I
constant volume systems or 1.25 Watts/cfm for VA V systems. POWER DEMAND
WATTS/CFM
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050
70l°F
15,52~
1.43
22,203
44,4331
Btu/Hr
@]
CFM
(Supply Fans)
1,965
1!965!
0.2961
Col. F / Col. G
Page:29 of 42
!MECHANICAL SIZING AND FAN POWER MECH-4f
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-8 283
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR 3201 CFM (MECH 3; COLUMN I) ~---~
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
-SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
~ []] @] @] []]
DESIGN EFFICIENCY NUMBER
FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.250 77.0% 100.0°/4 1
Exhaust Fan 0.000 40.0o/c 97.0°/4 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7( OF
72 OF 70l°F
4077 12 421
14,423
811
721
0
0
721
20,7531 12,4211
1.21 1.43
25,112 17,763
24,2651 27,5791
Btu/ Hr Btu /Hr
[I] @]
PEAK WATTS CFM
Bx Ex 746 / (C X D (Supply Fans)
242 1,200
0
24211 1,2001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2021 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft UserNumber 5151 Job Number: 2050 Page:30 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-9 619
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
iSIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
• OUTDOOR DRY BULB TEMPERATURE
• OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B
• DESIGN OUTDOOR AIR ~--4_0_0~' CFM (MECH 3; COLUMN I)
• ROOM LOADS
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
TOTALS
SAFETY/ WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[fil [[] @] [fil [fil
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0% 100.0% 1
Exhaust Fan 0.000 40.0% 97.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7( OF
72 OF 70l°F
4 968 15 527
27,321
1,775
1,366
0
0
1,366
36,7961 15,52~
1.21 1.43
44,523 22,203
42,65~ 44,4331
Btu/Hr Btu/ Hr
[I] @]
PEAKWATTS CFM
BX Ex 746 / (C X D (Supply Fans)
581 1,965
0
5a1I I 119651
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2961 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:31 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendino Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-10 322
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
!SIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B
-DESIGN OUTDOOR AIR L..-__ 1_a_o~I cFM (MECH 3; coLuMN 1>
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
-SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY/ WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INST}:\LLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[K] [[] @] [fil [I]
DESIGN EFFICIENCY NUMBER
FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.250 77.0% 100.0% 1
Exhaust Fan 0.000 40.0% 97.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7( OF
72 OF 70l°F
2.336 6 987
6,520
923
326
0
0
326
10,4301 6,98~
1.21 ~ 12,621 2
11, 1561 17,46~
Btu/ Hr Btu/ Hr
[I] @]
PEAK WATTS CFM
B xEx746/(CX D (Supply Fans)
242 1,200
0
24211 1!2001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2021 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:32 of 42
I
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-11 727
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
• OUTDOOR DRY BULB TEMPERATURE
• OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
• DESIGN OUTDOOR AIR 400! CFM (MECH 3; COLUMN I) ~---~
• ROOM LOADS
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[Kl [fil @] [[] [I]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0o/c 100.0% 1
Exhaust Fan 0.000 40.0o/c 97.0o/c 1
COOLING ~ 85 OF OF
7( OF
72 OF 70J°F
4.907
27,126
2,084
1,356
0
0
1,356
36,8291 15,52~
1.21 1.43
44,563 22,203
42,65~ 44,433!
Btu/ Hr Btu/ Hr
[I] @]
PEAK WATTS CFM
Bx Ex746/(CX D (Supply Fans)
581 1,965
0
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 58111 1!965!
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.296! constant volume systems or 1.25 Watts/cfm for VA V systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:33 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendina Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-12 677
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
• OUTDOOR DRY BULB TEMPERATURE
• OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
• DESIGN OUTDOOR AIR 4001 CFM (MECH 3; COLUMN I) ~---~
• ROOM LOADS
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
• SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
0 [[] @J @] [I]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0% 100.0% 1
Exhaust Fan 0.000 40.0°/c 97.0o/c 1
COOLING ~ 85 OF OF
7( OF
72 OF 70l°F
4 931 15 527
27,571
1,941
1,379
0
0
1,379
37,2001
1.21 1.43
45,012 22,203
42,6631 44,4331
Btu/ Hr Btu/ Hr
[I] @]
PEAK WATTS CFM
B x E X 746 / (C X D (Supply Fans)
581 1,965
0
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 5a1I I 1,9651
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2961 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:34 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-13 2,881
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
• DESIGN OUTDOOR AIR
-ROOM LOADS
1,9801 CFM (MECH 3; COLUMN I)
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
-RETURN FAN
• SUPPLYFAN
• SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[I] [[] @] [fil [[]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0°/4 100.0% 1
Exhaust Fan 0.000 40.0% 97.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7( OF
72 OF 70l°F
23.956 76 858
7,453
2,696
373
0
0
373
34,8511 76,8581
1.21 1.43
42,169 109,907
38,9031 36,0051
Btu/ Hr Btu /Hr
[I] @J
PEAK WATTS CFM
Bx EX 746 / (C X D (Supply Fans)
581 1,600
0
5s1l I 116001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.3631 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:35 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI Blendinq Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-14 326
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
!SIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
• OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
• DESIGN OUTDOOR AIR ,__ __ 3_0~0' CFM (MECH 3; COLUMN I)
• ROOM LOADS
• RETURN VENTED LIGHTING
• RETURN AIR DUCTS
• RETURN FAN
• SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY/ WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
0 [[] @] @] []]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.250 77.0% 100.0°/c 1
Exhaust Fan 0.000 40.0% 97.0o/c 1
COOLING ~ 85 OF OF
7( OF
72 OF 70/°F
3,778 11 645
15,502
935
775
0
0
775
21,764/ 11,645/
1.21 1.43
26,335 16,653
24,302/ 27,579/
Btu/ Hr Btu /Hr
m [fil
PEAK WATTS CFM
Bx EX 746 / (C X D (Supply Fans)
242 1,200
0
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 242/ I 1!2001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2021 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:36 of 42
IMECHANICAL SIZING AND FAN POWER MECH-4f
PROJECT NAME DATE
SCI Blendino Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-15 776
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
!SIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B
• DESIGN OUTDOOR AIR
-ROOM LOADS
~--4_0_0~1 CFM (MECH 3; COLUMN I)
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
-SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY/ WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[fil [[] @] @] w
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0o/c 100.0°/c 1
Exhaust Fan 0.000 40.0% 97.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144). TOTALS I
COOLING
8 °F
7 °F
72°F
4.859
28,954
2,225
1,448
0
0
1,448
38,9341
1.21
47,110
42,68~
Btu/Hr
[I]
PEAK WATTS
Bx Ex 746 / (C X D
581
0
58111
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I
constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050
15 527
15,52~
1.43
22,203
44,4331
Btu/Hr
@]
CFM
(Supply Fans)
1,965
1!9651
0.2961
Col. F / Col. G
Page:37 of 42
..
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI BlendinQ Facilitv 12/13/00
SYSTEM NAME FLOOR AREA
FC-16 322
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
ISIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
-DESIGN OUTDOOR AIR
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
-SUPPLYFAN
-SUPPLY DUCTS
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
2001 CFM (MECH 3; COLUMN I) ~---~
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[Kl [[] @] [[] [fil
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.250 77.0°/c 100.0% 1
Exhaust Fan 0.000 40.0% 97.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144). -TOTALS I
COOLING ~ 85 OF OF
7( OF
72 OF 70l°F
2 595 7 763
6,520
923
326
0
0
326
10,6901 7,7631
1.21 1.43
12,935 11,102
11,34~ 17,46~
Btu/ Hr Btu/ Hr
m @]
PEAK WATTS CFM
Bx Ex 746 / (C X D (Supply Fans)
242 1,200
0
24211 112001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2021 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F/Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:38 of 42
IMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
SCI BlendinQ Facilitv 12/13/00
SYSTEM NAME FLOOR AREA
FC-17 1,614
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
!SIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR ~ __ 2_25~1 CFM (MECH 3; COLUMN I)
-ROOM LOADS
• RETURN VENTED LIGHTING
-RETURN AIR DUCTS
• RETURN FAN
-SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
~ [fil @] [fil [[]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.600 77.0% 100.0% 1
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I
COOLING ~ 85 OF OF
7C
72
2 149
32,906
4,300
1,645
0
0
1,645
42,7971
1.21
51,784
43,6141
Btu/ Hr
[E]
OF
OF
PEAK WATTS
Bx Ex 746 / (C X D
581
5a1I I
70J°F
8 691
37
16,87~
1.43
24,134
44,4331
Btu/ Hr
@]
CFM
(Supply Fans)
1,965
1,9651
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2961 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:39 of 42
I
•
fMECHANICAL SIZING AND FAN POWER MECH-41
PROJECT NAME DATE
_ SCI Blendino Facility 12/13/00
SYSTEM NAME FLOOR AREA
FC-20 437
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
!SIZING AND EQUIPMENT SELECTION
1. DESIGN CONDITIONS:
-OUTDOOR DRY BULB TEMPERATURE
-OUTDOOR WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
(APPENDIX C)
(APPENDIX C)
SEE ASHRAE CHAPTER 8, 1993
OR APPENDIX B
-DESIGN OUTDOOR AIR 661 CFM (MECH 3; COLUMN I) ~---~
-ROOM LOADS
-RETURN VENTED LIGHTING
-RETURN AIR DUCTS
-RETURN FAN
-SUPPLY FAN
-SUPPLY DUCTS
TOTALS
SAFETY /WARM-UP FACTOR
MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY /WARM-UP FACTOR)
3. SELECTION:
INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS)
IF INSTALLED CAPACITY EXCEEDS MAXIMUM
ADJUSTED LOAD, EXPLAIN
FAN POWER CONSUMPTION
[K] [fil @] [[] []]
DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS
Supply Fan 0.250 77.0% 100.0% 1
COOLING
85
7(
72
229
15,770
1,35i
789
0
0
789
18,9341
1.21
22,910
25,9261
Btu/ Hr
m
OF
OF
OF
PEAK WATTS
Bx Ex746/(C X D
~ OF
70l°F
2 525
n/
36
36
10,54~
1.43
15,082
27,5791
Btu/Hr
@]
CFM
(Supply Fans)
242 1,200
NOTE: Include only fan systems exceeding 25 HP (see Section 144).
TOTALS I 24211 1!2001
Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.2021 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND
WATTS/CFM Col. F / Col. G
EnergyPro 2.1 By EnergySoft User Number 5151 Job Number: 2050 Page:40 of 42
..
IMECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MMI
PROJECT NAME DATE
SCI Blendin 12/13/00
DESCRIPTION Designer Enforcement
Equipment and Systems Efficiencies
D §111 Any appliance for which there is a California standard established in the Appliance
Efficiency Regulations will comply with the applicable standard.
D §115(a) Fan type central furnaces shall not have a pilot light.
D § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees
Fahrenheit, or within HVAC equipment, shall be insulated in accordance with
Standards Section 123.
D § 124 Air handling duct systems shall be installed and insulated in compliance with
Sections 601, 603 and 604 of the Uniform Mechanical Code.
Controls
§ 122(e) Each space conditioning system shall be installed with one of the following:
D § 122(e)1A Each space conditioning system serving building types such as offices and
manufacturing facilities (and all others not explicitly exempt from the requirements
of Section 112 (d)) shall be installed with an automatic time switch with an
accessible manual override that allows operation of the system during off-hours for
up to 4 hours. The time switch shall be capable of programming different
schedules for weekdays and weekends; incorporate an automatic holiday "shut-
off" feature that turns off all loads for at least 24 hours, then resumes the normally
scheduled operation; and has program backup capabilities that prevent the loss of
the device's program and time setting for at least 10 hours if power is interrupted;
or
D § 122(e)1 B An occupancy sensor to control the operating period of the system; or
D § 122(e)1C A 4-hour timer that can be manually operated to control the operating period of the
system.
D § 122(e)2 Each space conditioning system shall be installed with controls that temporarily
restart and temporarily operate the system as required to maintain a setback
heating and/or a setup cooling thermostat setpoint.
D § 122(g) Each space conditioning system serving multiple zones with a combined
conditioned floor area more than 25,000 square feet shall be provided with isolation
zones. Each zone: shall not exceed 25,000 square feet; shall be provided with
isolation devices, such as valves or dampers, that allow the supply of heating or
cooling to be.setback or shut off independently of other isolation areas; and shall
be controlled by a time control device as described above.
D § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat
that responds to temperature within the zone. Where used to control heating, the
control shall be adjustable down to 55 degrees For lower. For cooling, the control
shall be adjustable up to 85 degrees For higher. Where used for both heating and
cooling, the control shall be capable of providing a deadband of at least 5 degrees
F within which the supply of heating and cooling is shut off or reduced to a
minimum.
D § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable
setpoint stops accessible only to authorized personnel.
D § 112(b) Heat pumps shall be installed with controls to prevent electric resistance
supplementary heater operation when the heating load can be met by the heat
pump alone.
EnergyPro 2.1 By EnergySoft User Number: 5151 Job Number: 2050 Page:41 of 42
fMECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MMf
PROJECT NAME DATE
SCI Blendin 12/13/00
Description Designer Enforcement
Ventilation
D § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at
the ventilation rates as specified on these plans.
D § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be
provided on the outside air intakes and discharges of all space conditioning and
exhaust systems.
D § 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible
manually operated dampers in all openings to the outside, except for combustion air
openings.
D § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National
Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or
Associated Air Balance Council (AABC) National Standards (1989); or
D § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as
shown on the mechanical drawings, and shall be measured and certified by the
installing licensed C-20 mechanical contractor and certified by (1) the design
mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the
person with overall responsibility for the design of the ventilation system; or
D § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or
remote device capable of measuring the quantity of outside air on a continuous
basis and displaying that quantity on a readily accessible display divice; or
D § 121(f)4 Another method approved by the Commission.
Service Water Heating Systems
D § 113(b)2 If a circulating hot water system is ins~lled, it shall have a control capable of
automatically turning off the circulating pump(s) when hot water is not required.
D § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the
outlet temperature to 110 degrees F.
D § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the
following:
Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per
minute.
Foot actuated control valves, and outlet devices that limit the flow of hot water to a
maximum of 0.75 gallons per minute.
Proximity sensor actuated control valves, and outlet devices that limit the flow of hot
water to a maximum of O. 75 gallons per minute.
Self-closing valves, and outlet devices that limit the flow of hot water to a maximum
of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system).
Self-closing valves, and outlet devices that limit the flow of hot water to a maximum
of 2.5 gallons per minute, and 0.50 gallons/cycle (non-circulating system).
Self-closing valves, and outlet devices that limit the flow of hot water to a maximum
of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor
controls).
EnergyPro 2.1 By EnergySoft User Number.: 5151 Job Number: 2050 Page:42 of 42
I
·1,
I
I
I
I
:I
I
I ,, ,,
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
SELTZER CHEMICALS INC.
2840 Loker Avenue/Suite 150-Carlsbad CA
TECHNICAL REPORT
UNIFORM/CALIFORNIA CODES ANALYSIS
HAZARDOUS MATERIALS
& STORAGE OPERATIONS
23 October 2000
Prepared by
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue
La Mesa, California 91941
Telephone 619.466.6285
FAX 619.466.6233
EMAIL MaryRattan@thecoderesource.com
This report is the property of Eriksen-Rattan Associates Inc. and was prepared exclusively for use by Seltzer Chemicals Inc. [SCI]
for the operations described in this report. Copies of this report retained by SCI shall be utilized only by SCI for occupancy
classification and the Uniform/California Code conditions addressed in this report.
This report shall not be used for the purpose of construction for this project or any other project or for any other purpose.
I
I
I
1·
I .,
I
I
I
I
'I
I
I
I
I
II
I
I
1,
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
TECHNICAL REPORT -OVERVIEW
Eriksen-Rattan Associates Inc. prepared this report for the exclusive use of Seltzer Chemicals Inc. [SCI].
The report addresses 1997/1998 Uniform/California Code requirements and conditions applicable to
Seltzer Chemicals Inc. hazardous materials and storage operations associated with their production of
natural health and nutritional food supplements in Suite 150 of an existing fully sprinklered building located
at 2840 Loker Avenue in Carlsbad, California. The building, fire department access roadways and water
supply requirements [fire hydrants] were previously permitted, with only SCl's Suite 150 interior tenant
development addressed in this report.
Seltzer Chemicals Inc. is a manufacture of all-natural nutritional health and food supplements. SCl's
Loker facility operations will involve relatively small-scale production of customer-specific granulated solid
materials and ancillary support operations. Raw materials used to produce the finished products are
primarily solids classified as either "nonhazardous" or Irritants, with one [1] material a liquid classified as
Class 111-B Combustible Liquid. Finished products are classified as either nonhazardous or exempted
consumer products.
Occupancy conditions for Seltzer Chemicals Inc. operations will be B, F1 and S1, with Suite 150
addressed as either a separate [one] hazardous materials Control Area, or combined with an existing
building Control Area.
Information concerning other tenants, other tenant areas and existing hazardous materials Control Area
conditions in the building is outside the scope of this report.
Plans associated with SCl's operations will be provided separately through Chapo & Hall Architects, with
final plans and completed details for SCl's operations will be determined based on the information
provided in this report. Review of such plans for the conditions and requirements addressed herein is
outside the scope of this report.
[NOTE: The room names and locations addressed in this report are based on architectural floor plans
dated 11 October 2000 provided by Chapo & Hall Architects.]
ii
I ,,
I
I
I ,,
,I ,,
I .,
I
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
TECHNICAL REPORT -INFORMATION
Questions concerning Seltzer Chemicals Inc. operations should be directed to:
Seltzer Chemicals Inc.
Clyde Seltzer -Chief Engineer
5927 Geiger Court
Carlsbad, California 92008-7305
Telephone 760.438.0089
FAX 760.438.0336
EMAIL clued@seltzerchemicals.com
Questions concerning tenant improvement plans and documentation for this project should be directed to:
Chapo & Hall Architects
Gene Chapa or Stephen Hall
777 South Highway 101 -Suite 210
Solana Beach, California 92075
Telephone 858 .481.4141
FAX 858.481.8034
Questions concerning this report should be directed to:
T Eriksen-Rattan Associates Inc.
Mary Eriksen-Rattan
4719 Palm Avenue
La Mesa, California 91941
Telephone 619.466.6285
FAX 619.466.6233
EMAIL MaryRattan@thecoderesource.com
Discrepancies between this report and actual plan and field conditions are the sole responsibility of Seltzer
Chemicals Inc.
iii
I
I
I ,.
I
.I
1·
,I .,
I,
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
TECHNICAL REPORT-TABLE OF CONTENTS
SECTION SUBJECT " PAGE(S}
1.0 Scope 1
2.0 Building and Site Conditions 2
3.0 Seltzer Chemical Inc. Operations 3-11
3.1 Production, Storage & Support Operations 3-7
3.2 Occupancy & Control Area Conditions 8
3.3 Vacuum and Particulate Collection Equipment 8
3.4 Class I, II & Ill-A Liquids -Exhaust Ventilation System 9
3.5 Electrically Classified Conditions -Rooms/Areas 10-11
4.0 Code Analysis 12-30
Table 3.0 Hazardous Materials & S_torage Operations 13-30
1 Occupancy Conditions 13
2 Separations -Occupancy, Control Area, High-Piled Combustible Storage 13
3 Storage Conditions 14
4 Draft Curtains and Smoke & Heat Vents 14
5 General Area Ventilation System 14
6 Exhaust Ventilation Systems/Class I, II & Ill-A Liquid Use Areas -R&D 15-16
Lab/Room 204
7 Explosion Control/Class I Liquid Use Areas -R&D Lab/Room 204 16
8 Class 1 Product Conveying Exhaust Duct Systems/Class I, II & Ill-A Liquids -17-19
R&D Lab/Room 204
9 Portable Vacuum/Particulate Collection Equipment-Blending/Rooms 136-239 & 20
143-145
10 Fire Sprinkler System Protection 20-22
11 Portable Fire Extinguishers 22
12 Electrically Classified Areas 23
13 Piping, Valves & Fittings -Inert Compressed Gases 23-24
14 Equipment, Machinery, Containers, Tanks, Vessels & Processes Utilizing 24
Hazardous Materials
15 Limit Controls 25
16 Lighting 25
17 Ignition Source Control 25
18 Emergency & Standby Power Systems 26
19 Separation of incompatible Materials & Conditions 26
20 Material Handling & Transportation in Building -Hazardous Materials 26
21 Approved Storage Cabinets -Hazardous Materials 27
22 Water Supply 28
23 Fire Department Access 28
24 Emergency Response, Training & Procedures 28
25 Hazard Identification Signs 29
26 Premises Identification 29
27 · Permits & Plans 30
Attachment 1 -Hazardous Materials Inventory Information
1A Summary & Exempt Amounts 1-11
18 Inventory Itemization -Alphabetical by Material Name 1-4
1C Definitions for Abbreviations 1
iv
I
I
I
1·
I
I
I
I
·1
I
I
I
1-
.1
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
1.0 SCOPE
TECHNICAL REPORT
HAZARDOUS MATERIALS & STORAGE OPERATIONS
CODE REQUIREMENTS & PROVISIONS
Eriksen-Rattan Associates Inc. prepared this report for the exclusive use of Seltzer Chemicals Inc. [SCI].
The report addresses 1997/1998Uniform/California Code requirements and conditions applicable to
Seltzer Chemicals Inc. hazardous materials and storage operations associated with their production of
natural health and nutritional food supplements in Suite 150 of an existing, fully sprinklered building
located at 2840 Loker Avenue in Carlsbad, California. Final plans and completed details for SCl's
operations will be determined based on the information provided in this report.
Building and site conditions are described in Section 2.0. SCl's operations are described in Section 3.0.
Occupancy conditions associated with SCl's operations are described in Section 4.0. Code conditions
and requirements for hazardous materials and storage operations are addressed in Section Table 4.0. A
hazardous materials inventory analysis report is provided in Attachment 1.
Plans associated with SCl's operations will be provided separately through Chapo & Hall Architects.
Review of such plans for the conditions and requirements addressed herein is outside the scope of this
report.
[NOTE: The room names and locations addressed in this report are based on architectural floor plans
dated 11 October 2000 provided by Chapo & Hall Architects.]
This report is the property of Eriksen-Rattan Associates Inc. and was prepared exclusively for use by Seltzer Chemicals Inc. [SCI]
for the operations described in this report. Copies of this report retained by SCI shall be utilized only by SCI for occupancy
classification and the Uniform/California Code conditions addressed in this report.
This report shall not be used for the purpose of construction for this project or any other project or for any other purpose.
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 1 of 30
I
I'
I
I
I
' I
I
I
I
I
I
·1·
I
I
I
I
I
I·
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
2.0 BUILDING and SITE CONDITIONS
SCI plans to occupy Suite 150 in an existing 2-story, fully sprinklered, office/manufacturing/storage
building located at 2840 Loker Avenue in Carlsbad, California. The building, fire department access
roadways and water supply requirements [fire hydrants] were previously permitted, with only SCl's Suite
150 interior tenant development addressed in this report.
SCl's Suite 150 nutritional supplement production, storage, research and development and ancillary
support operations will involve a portion of the 1st floor and a 2nd floor area.
A portion of the 1st floor [Rooms 131-135] has been designated for "future manufacturing" operations.
These "future manufacturing" areas will not be occupied at the time of SCl's initial occupancy and are
therefore excluded from the scope of this report.
Information concerning other tenants, other tenant areas and existing hazardous materials control area
conditions in the building is outside the scope of this report.
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 2 of 30
I
'I
I
1:
I
I
I ,, ,,
I
I
I
'I
I
I ,,
I ,,
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
3.0 SELTZER CHEMICAL INC. OPERATIONS
3.1 Production, Storage and Support Operations
Seltzer Chemicals Inc. is a manufacture of all-natural nutritional health and food supplements. SCl's
Loker facility operations will involve relatively small-scale production of customer-specific granulated solid
materials and ancillary support operations. Raw materials used to produce the finished products are
primarily solids classified as either "nonhazardous" or Irritants, with one [1] material a liquid classified as
Class 111-B Combustible Liquid. Finished products are classified as either nonhazardous or exempted
consumer products.1 SCl's production, storage and ancillary support operations are summarized below.
Table 3.0 on pages 4-7 describes the production, storage and research and development operations.
• Production and Storage Operations -F1/S1 Occupancy Conditions:
+ Receiving and storage of raw materials [no high-piled combustible storage conditions]
+ Weighing of raw materials.
+ Blending of raw materials into finished products.
+ Packaging, shipping and temporary storage of finished products [no high-piled combustible
storage conditions].
• Ancillary Support Operations -B/S1 Occupancy Conditions:
+ Utility services areas [electrical and telephone equipment rooms].
+ Office and building support areas [equipment, janitor, photocopy and office and maintenance
storage rooms].
+ Employee areas [offices, restrooms].
+ Research and development areas [machine/equipment research and laboratory research].
Hazardous and nonhazardous materials inventory information is provided in Attachment 1.
Refer to plans provided separately through Chapa & Hall Architects for details.
1Raw material and finished product classification based on UFC/CFC Chapter 2/Definitions, UFCICFC Table
8001.15-B/Footnote 7, UBC/CBC Table 3-E/Footnote 9.
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 3 of 30
I
I
1:
I
I
I
I
-1
I
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
Table 3.0 -SCI HAZARDOUS MATERIALS & STORAGE OPERATIONS
Operations-
1. Receiving,
Shipping &
Storage
[continued on
next page]
-Location
129
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
_ O~cupancy
S-1
, , , $GI gonditi9ns _
+ Raw Materials [Production Materials]:
• Raw materials will consist of pre-weighed [pre-batched]
and pre-mixed products in containers received from the
SCl's existing Geiger Court warehouse facility.
• The raw materials will be delivered to the receiving area.
• Container types in which raw materials will be received
may involve any or all of the following:
* Cardboard & fiberboard drums & containers.
* Metal drums & containers.
* Plastic drums & containers [Group C Plastics].
* Bagged materials in paper & plastic.
• Raw materials will be all natural products, consisting
primarily of fruit, vegetable and plant granulated solids,
with a texture and consistency similar to that of salt &
sugar, with one [1] liquid raw material [Class 111-B
Combustible Liquid ->/=260oC/500oF flashpoint], as
listed in Attachment 1.
• The raw materials [including packaging] will be a Class Ill
Commodity, with most classified as "nonhazardous" and a
few classified as Irritants.
• Raw materials will be stored in individual drums [40-100
gallon containers], individual packages, palletized and
non-palletized in the receiving area.
• There will be no encapsulated storage conditions.
• Storage will involve a combination of rack and floor
storage.
• Rack Storage:
* Racks will be metal with open shelving, with storage at
</=12' above finished floor.
* Racks will be seismically braced/anchored.
• Floor Storage: Floor storage will be at </=6' above
finished floor.
• Raw materials will be manually transported on drum or
pallet carts or hand-carried from the receiving area to the
production areas.
+ Packaging Materials:
• Packaging materials used to package the finished •
product for shipping will be received and stored in the
receiving area.
• Packaging materials will consist of cardboard/fiberboard
cartons/boxes, plastic liners, cellophane & fiber tape and
paper.
• Packaging materials will involve a combination of Class
Ill, IV and V-High Hazard commodities.
• Cartoned and palletized packaging materials will be
stored either in racks at the lowest level to a height of <4'
or on shelves at <6' above the finished floor.
• Racks and will be as indicated above for raw materials.
Technical Report-Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 4 of 30
I
I
I
I
I ,,
I
I ,,
I
I ,-
1
I
I
I
I·
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
Table 3.0 -SCI HAZARDOUS MATERIALS & STORAGE OPERATIONS
Operations Loc,ti<>n. _ _Occupancy.
1. Receiving, 129 S-1
Shipping &
Storage
[continued]
2. Production + 137-Blending F-1
+ 138-Blending
[continued on + 139-Blending
next page] + 140-Weighing
+ 142-Weighing
+ 143-Blending
+ 144-Blending
+ 145-Blending
'f Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
SCI Condition~
+Pallets:
• Pallet storage may involve a combination of metal, wood
and nonexpanded polyethylene pallets.
• Idle pallets will be stored on the floor, to a height of <6',
with </=4 stacks of pallets per pallet pile. If multiple pallet
piles are needed, they will be separated from each other
by either a clear space >/=8' or >/=25' from other storage
in the area.
+ Finished Products:
• Finished products may be stored in the shipping area.
• Finished products will be nonhazardous or exempted
consumer products [UFCICFC Table 8001.15-B/Footnote
7 and UBC/CFC Table 3-E/Footnote 9].
• Container types in for raw materials will be plastic lined
cardboard boxes or fiberboard drums [Class Ill
Commodities].
• Storage conditions will be as described on page 4 for raw
material rack and floor storage.
• There will be no encapsulated storage conditions.
+ Raw materials will be manually transported on drum or
pallet carts or hand-carried from the receiving area to
weighing and blending areas [Rooms 137-140, 142-145]
through Hallway/130 and Service Corridor/141.
+ Raw materials will be as described in Item 1.
+ The raw materials will be manually transferred from
containers into weighing equipment [scales [Rooms 140 &
142] or blending machines [Rooms 137-139, 143-145].
The transfer of solids will be with a hand-held scoop, with
</=5 pounds transferred at any time.
+ Weighed materials will be moved from a weighing room to a
blending room where materials will be manually transferred
into a blending machine, by the same method described
above.
+ Blending machines will be automatic, electrically operated
and closed during the blending operation.
+ After the blending operation is completed, portable,
localized, electrically operated particulate collection
equipment [vacuum system] will be placed at the discharge
opening of the blending machine to collect particulates that
might become airborne during transfer operations.
+ The particulate collection equipment will be turned on and
blended product will be transferred from the blending
machine into containers.
+ Containers will consist of the following:
•
• Cardboard boxes with plastic liners.
• Fiber drums/containers with plastic liners.
Filled containers will be
delivered to Packaging [Rooms 136 & 146] for inspection
and packaging.
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 5 of 30
I
I
I
I
I
I
I
I
I
I
1·
I
I
I
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
Table 3.0 -SCI HAZARDOUS MATERIALS & STORAGE OPERATIONS
Operations Area [sf] . Occupancy .
2. Production + 137-Blending F-1
+ 138-Blending
[continued] + 139-Blending
+ 140-Weighing
+ 142-Weighing
+ 143-Blending
+ 144-Blending
+ 145-Blending
3. Packaging 136 F-1
146
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
SCI-Condition~
+ Particulate Producing Operations:
• Particulate Materials:
* The solid particulate materials are not "combustible
dusts" as defined by UFC/CFC 204 because of the
following characteristics of the particulates:
• Particulate diameter is >420 microns; and
• Particulate materials will be relatively moist, dense &
heavy, with a texture similar to that of salt and sugar
and "clumpy", as opposed to the type of dust that is
associated with airborne particulate material; and
• Because of the texture and consistency of the
particulate material, it will not normally be airborne or
create any type of flammable or explosive dust cloud
conditions.
* NFPA 499 [Classification of Combustible Dusts and of
Hazardous (Classified) Locations for Electrical
Installation] Conditions:
• All solid particulate materials identified in Attachment
1 are nonconductive.
• Two [2] of the solid particulate materials [Maltodextrin
and Soy Protein] may ignite before they melt. [See
Section 3.5 for electrically classified areas.]
• CollectionNacuum Equipment: Localized collection/
vacuum equipment will be used for product transfer
operations as described on page 5. See Section 3.3 for
additional information.
• Weighing Operations: There will be no dust associated
with or generated during weighing operations [Rooms 140
& 142], based on the solid particulate conditions
described above.
+ Blended products [nonhazardous consumer products] will
be manually transferred in cartons/boxes or drums from
blending areas [Rooms 137-139 and 143-145] through the
Service Corridor [Room 141] to Packaging [Rooms 136 and
146].
+ Packaging materials will involve cardboard/fiberboard
cartons/boxes and drums, plastic liner, cellophane & fiber
tapes and paper.
+ Storage in the rooms, if any, will be less than 6' high, and
may involve a combination of floor, rack and/or shelf
storage conditions.
+ The packaged products will be manually transferred from
packaging [Rooms 136 and 146] through Service
Corridor/141 and Hall/130 to shipping [Room 120] for
shipment to the customer.
+ Manual transfer operations will be the same as described in
Items 1 and 2.
Technical Report-Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 6 of 30
I
I
I
I
I
I
I
I
1:
I
I
I
I
I
-1
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
Table 3.0 -SCI HAZARDOUS MATERIALS & STORAGE OPERATIONS
Operations. _ Area [sf] Oc~lipan~y
4. Labs& + 107-B
Lab Equipment/
Support Machinery
Lab
+ 108-Sieve &
Press Lab
+ 112-
Compressed
Air Bottles
+ 204-General
Lab
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
_SCI ·conditions
+ 107-R&D Equipment/Machinery Lab:
• Room 107 will be used as an equipment/machinery test
and evaluation lab.
• SCI has indicated that hazardous materials will not be
used in conjunction with the operations.
+ 1 OS-Sieve & Press Lab:
• Sieve and press equipment will be tested and evaluated
in Room 108.
• SCI has indicated that hazardous materials will not be
used in conjunction with the operations.
+ 112-Compressed Air Bottles:
• Inert [nonhazardous] compressed gases [Nitrogen,
Argon, Compressed Air] will be located in Room 112 and
piped to the 2nd floor R&D Lab [Room 204].
+ 204-R&D General Lab:
• General:
* An R&D Lab will be located on the 2nd floor.
* SCI products and raw materials produced and used at
the Loker facility will be tested and evaluated.
• Hazardous Materials Conditions:
* Storage:
• Small amounts [</=1 liter each] of various hazardous
materials will be stored in lab cabinets.
• Incompatible materials will be stored in separate
cabinets.
• Ups/guards will be provided for shelving.
• Storage height will be limited to </=4' above finished
floor for Class I-A Flammable Liquids and to </=r'
above finished floor for other hazardous materials.
* Use:
• Small amounts of hazardous materials will be in use
at any time [</=250 milliliters (0.0661 gallon, or
approximately 1/2 pint)].
• All use of Class I, II & Ill-A Liquids will be within locally
exhausted fume hoods. [See Section 3.4 for exhaust
ventilation system conditions.]
* Compressed Gases:
• Inert [nonhazardous' compressed gases [Nitrogen,
Argon, Compressed] will be used in the lab, with
gases piped to the lab from Room 112.
• Cylinders will be be secured eithr to a fixed object with
one or more restraints, or secured within a
rack/framework assembly designed for use.
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 7 of 30
I
I
I
I
I
.,·
I
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
3.2 Occupancy and Control Area Conditions
Occupancy Conditions: Seltzer Chemicals lnc.'s operations will involve a combination of B, F1
and S1 Occupancy conditions, as described in Section 3.1.
Control Area Conditions: The types, amounts and conditions of hazardous materials that will be
used and stored in the building for Seltzer Chemicals lnc.'s operations are well below the Exempt
Amounts allowed in a single [one] building Control Area. Refer to Attachment 1 for types, amounts and
locations of both nonhazardous and hazardous materials.
3.3 Vacuum and Particulate Collection Equipment
Portable vacuum and particulate collection equipment will be used during transfer of blended products
from blending machines into containers. The equipment will be a flow-through filter system, with a
particulate collection capacity of approximately one [1] pound.
As indicated in Table 3.0/ltem 2, the particulate material collected through the system will be relatively
moist and dense, resulting in a somewhat solid ["clumpy"] material in the collection container, rather than a
"dust" material. The particulate material collected will be primarily nonhazardous, with small amounts of
materials classified as Irritants.
Also as indicated in Table 3.0/ltem 2, the particulate materials are not technically classified as I "combustible dusts" based on UFCICFC 204 definition, and none of the operations will produce or
generate particulates in such a manner that will create either a fire or explosion hazard.
I
I
I
I
I·
I
'f Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 8 of 30
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I ,,
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
3.4 Class I, II & Ill-A Liquids -Exhaust Ventilation System
• Relatively small amounts of Class I, II and Ill-A Liquids will be used in the 2nd floor R&D Lab [Room
204] --</=1/2 pint [</=8 ounces] in use at any time.
• Use and transfer operations will involve open system conditions inside exhausted laboratory fume
hoods, with the hoods providing a means of local exhaust ventilation. [See Attachment 1 for types
and amounts of Class I, II and Ill-A Liquids].
• Transfer of Class I, II and Ill-A will be from containers having a capacity <5.3 gallons [<20 liters]
[</=1-liter containers as indicated in Attachment 1].
• The local exhaust ventilation system connected to the laboratory hoods will be designed and
constructed as Class 1 Product Conveying Exhaust Duct System(s), maintaining nonflammable
vapor-air concentrations through duct design velocities of >/=1,000 feet per minute.
• The use of local mechanical exhaust ventilation is an alternate method of compliance to the
general/area exhaust ventilation of 6 air changes per hour addressed in UBCICBC 1202.2.2. Local
mechanical exhaust ventilation, designed and installed to capture vapors at their point of
generation, will provide a more effective method for control of flammable and combustible vapors
than will general/area exhaust ventilation.
• This alternate method of compliance is hereby submitted and requested by Seltzer Chemicals Inc.
in accordance with the provisions set forth in UBCICBC 104.2.8.
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 9 of 30
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
3.5 Electrically Classified Conditions -Rooms/Areas
Class I Flammable Liquids -Use Conditions/R&D Lab Room 204:
• Class I Flammable Liquids in relatively small amounts [</=1/2 pint--</=8 ounces] will be used
within exhausted laboratory hoods in R&D Lab/Room 204, with local exhaust ventilation provided
for the hoods as described in Section 3.4.
• Based on the use conditions described above, the only "electrically classified area" in Room 204 will
be within the fume exhaust hoods in which Class I Flammable Liquids are used or transferred, with
the interior of the fume hood addressed as a Class I, Division 2, Zone 2, Group C environment.2
Solid Particulate Materials -Blending Rooms 137-139 & 143-145:
The raw material solids that will be blended in Rooms 137-139 and 143-145 are nonconductive,
agricultural-type particulates, primarily granular in nature with physical characteristics similar to that of salt
and sugar. They are not technically defined as "combustible dust" in the UFC/CFC and the process
[product transfer] operations describ.ed in this report [Table 3.0/ltem 2] are not "combustible dust
producing operations" as either defined or intended by the UFCICFC or UBCICFC. 3• 4
2NFPA 497 -Classification of Flammable Liquids, Gases, or Vapors and of Hazards (Classified) Location for
Electrical Installations -1-3, 2-1, Table 2-1, 2-4, 3-2, 3-4.
31997 UFC/CFC 204: "Finely divided solid material which is 420 microns or less in diameter and which, when
dispersed in air in the proper proportions, could be ignited by a flame, spark or other source of ignition. Combustible
dust will pass through a U.S. No. 40 Standard sieve."
41997 UBCICBC 307.1.1: "Occupancies where combustible dust is manufactured, used or generated in such a
manner that concentrations and conditions create a fire or exp/Q~ion potential ... "
l' Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 1 O of 30
I
I
I
I
I
I
I
I
I
I
I
I
I ,,
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
Solid Particulate Materials -Blending Rooms 137-139 & 143-145 [continued]:
NFPA 499 classification of_SCI solid particulate materials is as follows5:
• Materials that will either melt before they ignite or materials that have no layer or ignition
temperature:
+ Ascorbic Acid [Vitamin C]
+ Calcium Phosphate
+ Glutamine
+ Inositol
+ Pyridoxine Hydrochloride [Vitamin 86]
+ Silica
+ Taurine
+ Thiamine Hydrochloride [Vitamin 81]
• Materials that have a layer or.cloud ignition temperature -Class II/Group G electrical atmospheres:
+ Maltodextrin:
• Ignition Temperature: 350oF
• Layer or Cloud Ignition Temperature: 250oF
+ Soy Protein:
• Ignition Temperature: 260oF
• Layer or Cloud Ignition Temperature: 260oF
Based on the above NFPA 499 conditions for Maltodextrin and Soy Protein, "classified" or "dust-tight"
electrical is required for the areas listed below, but only for those SCI conditions where electrical wiring,
equipment and devices are actually located in the areas indicated and only in locations where Maltodextrin
and Soy Protein will be blended:
• Group G-Class II, Division 1 Electrical Wiring, Equipment & Devices ["Dust-Ignition Proof"]:
+ Electrical attached to and within particulate collection equipment.
+ Electrical located within the portion of the blending machines where the blending operation
occurs.
• Group G-Class II, Division 2 Electrical Wiring, Equipment & Devices ["Dust-Ignition Proof"]:
+ Electrical located within a 1 0' diameter of the portion of the blending machines where product is
transferred in and out of the machines or containers are attached to the machines.
5NFPA 499-Classification of Combustible Dusts and of Hazardous (Classified) Locations for Electrical Installations -
Chapters 2 & 3.
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 11 of 30
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,1
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
4.0 CODE ANALYSIS
The Code analysis that follows on pages 13-30 addresses applicable 1997/1998 Uniform/California
Building Code and 1997/1998 Uniform/California Fire Code conditions and requirements for Seltzer
Chemicals Inc. production, raw material storage, finished product storage, packaging material storage and
R&D laboratory operations.
Conditions other than the conditions specifically addressed or described herein are outside the scope of
this report. Discrepancies between the information presented herein and actual conditions and conditions
presented on plans are the sole responsibility of Seltzer Chemicals Inc. Verification of compliance with the
Code requirements and provisions addressed herein is outside the scope of this report.
The purpose of the Code analysis is to provide Seltzer Chemicals Inc. and their tenant improvement
design team with information applicable to both the design and maintenance of Seltzer Chemicals Inc.
operations at the Loker facility. Final details for Seltzer Chemicals Inc. tenant improvements to Suite 150
will be determined based on the information provided in this report.
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 12 of 30
-------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
3. Storage Conditions
See Attachment 1 for
hazardous materials
inventory information.
4. Draft Curtains and
Smoke & Heat
Vents
5. General/Area
Ventilation System
+Shipping & Receiving/Room 129: See Table
3.0/ltem 1 -raw materials, finished products,
packaging materials, pallets.
• Packaging/Rooms 136 & 146: See Table 3.0/ltem 3.
+Compressed Gas Storage/Room 112: See Table
3.0/ltem 4 -inert/nonhazardous compressed gases.
For piping systems, see Item???.
• R&D Lab/Room 204: See Table 3.0/ltem 4 -small
amounts of various hazardous amounts.
• General Building Conditions: Not applicable to SCI
conditions -undivided building area(s) <50,000 sf.
• Storage Conditions: Not applicable to SCI
conditions -no high-piled combustible storage
conditions.
• Occupancy Conditions: Not applicable to SCI
conditions -no H Occupancy conditions.
+ SCI conditions will comply with applicable Code
requirements for general/area ventilation throughout
the building.
+ See architectural, electrical & mechanical plans
provided separately by Chapo & Hall Architects.
• Shipping & Receiving/Room 129: Same as SCI
conditions.
+ Packaging/Rooms 136 & 146: Same as SCI
conditions.
+ Compressed Gas Storage/Room 112: Same as SCI
conditions. For piping systems, see Item???.
+ R&D Lab/Room 204: Same as SCI conditions.
• General Building Conditions: Same as SCI
conditions.
+ Storage Conditions: Same as SCI conditions.
• Occupancy Conditions: Same as SCI conditions.
+ Types of Ventilation Systems: Natural or mechanical
ventilation.
+ Natural Ventilation:
• Openable exterior openings.
• Area >/=1/20 of total floor area.
• Open directly onto a public way, yard or court.
+ Mechanical Ventilation:
• Supply >/=15 cfm of outside air per occupant
throughout the building.
• Operational w_hen buildir,_g is ~ccupied.
+ UFC/CFC 1108
+ UFC/CFc· 7 4
+ UFC/CFC 7902.5.10
+ UFC/CFC Table 7902.5-C
+ UFC/CFC 8001.11
+ UBC/CBC Table 16-B
+ UBC/CBC 906
+ UBC/CBC 1202.2.1
'f' Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 14 of 30
---------------.. ---SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
6. Exhaust Ventilation
Systems/Class I, II
& Ill-A Liquid Use
Areas-R&D
Lab/Room 204
[continued on next page]
+Alternate Method of Compliance -Local Exhaust
Ventilation:
• See Section 3.4.
• SCI prefers to use local exhaust ventilation as an
alternate method of compliance to general area
exhaust ventilation in will be use of Class I, II or Ill-A
Liquids in Room 204.
• Local exhaust ventilation will be more effective than
general area exhaust ventilation for both capturing
and exhausting vapors and contaminants at their
point(s) of generation.
+ R&D Lab/Room 204:
• General:
* Very small amounts [</=250 milliliters (0.066 gallon
-approximately 1/2 pint)] of Class I, II or Ill-A
liquids will be in use or transferred at any given
time.
* Use will be within exhausted laboratory fume
hoods, with exhaust ventilation for fume hoods
designed and constructed in accordance
applicable UMCICMC & OSHA requirements.
* Exhaust ventilation system will comply with
UMCICMC
* There will be no explosive/flammable vapor-air
mixtures, elevated temperature or elevated
pressure conditions associated with SCl's use or
transfer oJJ_erations.
+General Area Exhaust Ventilation System:
• Application: Areas where Class I, II or Ill-A Liquids
are used are required to be provided with
general/area exhaust ventilation, unless the Building
Official specifically allows local exhaust ventilation.
• When acceptable to the Building Official, local
exhaust ventilation may be used in place of general
area exhaust ventilation [i.e.: use of Class I, II or Ill-A
Liquids inside fume hoods/exhausted enclosures or
use within closed system conditions].
• Requirements:
* Mechanical exhaust ventilation system, unless
natural exhaust ventilation can be shown to be
effective.
* Installation in accordance with the Mechanical
Code.
* Continuous operation unless otherwise approved.
* >/=6 air changes per hour or 1 cfm per sf, whichever
is greater.
* System designed to provide air movement across all
portion of the floor/room to prevent accumulation of
flammable vapors.
* Exhaust taken from a point at or near the floor level
p.e.: </=12" from lowest point in room].
* No recirculation of exhaust air unless contaminants
have been removed.
* Exhaust through Class 1 product conveying exhaust
system.
+ UBC/CBC 104.2.7
+ UBC/CBC 104.2.8
+ UBC/CBC 1202.2.3
+ UMC/CMC Table 3-8
+ UMC/CMC 502
+ UMC/CMC 506
+ UMC/CMC 609
+ UFC/CFC Std 62-1
+ NFPA Fire Protection
Handbook
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 15 of 30
------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
6. Exhaust Ventilation
Systems/Class I, II
& Ill-A Liquid Use
Areas-R&D
Lab/Room 204
[continued]
7. Explosion
Control/Class I
Liquid Use Areas -
R&D Lab/Room 204
+ R&D Lab/Room 204 -continued
• Flammable Vapor-Air Mixture Calculation
Example -Acetone:
* Acetone [a Class 1-8 Flammable Liquid] has the
highest vapor volume of the Class I Liquids that will
be used in the lab [see Attachment 1 for Class I
Flammable Liquids inventory].
* Largest amount in use at any time= 0.0661 gallon.
* Flammable vapor volume of 0.0661 gallon: 2.9
* CFM exhaust ventilation per vapor volume required
to maintain Acetone vapors below LEULFL
concentration: 153 cfm
* Minimum FPM exhaust that will be provided across
opening [face area] of exhausted fume hood = 100
fpm.
* Minimum CFM exhaust that will be provided across
opening [face area] of exhausted fume hood:
>/=900 cfm [100 fpm x minimum 9 sf face area].
* Actual exhaust system design: >/=1,000 cfm.
+ See Item 6 -no explosion hazard based on exhaust
ventilation and small amounts of Class I Flammable
Liquids in use.
+ Exhausted Fume Hoods -Local Exhaust Ventilation
Alternate to General Area Exhaust Ventilation:
• Exhaust Ventilation System:
* Maintain negative pressure in enclosure/under
hood with respect to room, with air currents created
by exhaust system to capture contaminants and
transport them directly to/through an exhaust duct.
* >/=100 fpm average ventilation velocity at
face/front opening.
* >/=70 fpm minimum ventilation velocity at any point
of face/front opening.
* Constant velocity or equal friction ventilation
system method.
* Dampers provided to balance air flow to have fixed
minimum-position blocking devices to prevent
restricting flow below the required volume or
velocity.
* Sufficent air volume to dilute flammable vapors to
</= 10% of their lower flammable/explosive limit.
• Hood/Enclosure & Exhaust Duct Construction:
* Class I system.
* Steel/Sheet Metal -base metal thickness >/=0.027".
* Rounded hood edges.
* >/=18" clearance maintained between combustible
construction and hoods/ducts, or lesser clearance &
protection of combustible in accordance with
UMC/CMC Table 3-B.
+ Exhaust Duct S}'_stems: See Item 8.
+ Same as SCI conditions.
+ UBC/CBC 104.2.7
+ UBC/CBC 104.2.8
+ UBC/CBC 1202.2.3
+ UMC/CMC Table 3-8
+ UMC/CMC 502
+ UMC/CMC 506
+ UMC/CMC 609
+ UFC/CFC Std 62-1
+ NFPA Fire Protection
Handbook
+ !.JFC/CFC 7902.1.5
+ NFPA Fire Protection
Handbook
-
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 16 of 30
-------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA -----UNIFORM/CALIFORNIA CODES ANALYSIS
8. Class 1 Product
Conveying Exhaust
Duct Systems/
Class I, II & Ill-A
Liquids -R&D
Lab/Room 204
[continued on next page)
+ General: SCI has indicated that the exhaust duct
systems serving the exhausted fume hoods in the R&D
Lab/Room 204 will comply with applicable Code
requirements.
+ Fire Protection: Not applicable to SCI conditions -no
flammable vapor exhaust through exhaust duct
systems. See Item 7.
+ Elevated Temperatures: Not applicable to SCI
conditions -no elevated temperature exhaust through
exhaust duct systems.
+ Explosion Venting: Not applicable to SCI conditions
-no explosive vapor-air mixtures through exhaust duct
systems. See Item 7.
+ Hoods/Enclosures:
• Sheet metal/steel -->/=0.033 inch [20 gage] base
metal thickness, or other approved materials.
• Approved nonmetallic hoods/enclosures can be used
for nonflammable materials.
+ Recirculation of Exhaust Air: No recirculation of
contaminated air to occupied areas.
+ Minimum Velo.cities & Circulation:
• Contaminated captured by an air stream at the area
where emissions are generated and conveyed into a
product-conveying duct system.
• Vapors from Flammable Liquids diluted to </=25% of
their LEULFL with air that does not contain other
contaminants.
• Vapors generated from Flammable Liquids to be
diluted </=10% of their LEULFL for application of
nonflammable vapor exhaust conditions.
• Air velocity within duct systems not less than 1,000
fpm.
+ Makeup Air:
• Makeup air provided to replenish air exhausted by the
exhaust system.
• Makeup air intakes located so as to avoid recirculation
of contaminated air within enclosures.
+ UBC/CBC 713.10
+ UBC/CBC 713.11
+ UBC/CBC 1202.2.3
+ UMC/CMC 502
+ UMC/CMC 505
+ UMC/CMC 506
+ UMC/CMC 609
+ UFC/CFC 7902.5.11.4
+ UFC/CFC 7903.2.3.5.2
+ UFC/CFC 8003.1.8
+ NFPA 91/2-1 thru 2-6
+ NFPA Fire Protection
Handbook
-
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@lhecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 17 of 30
-------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
8. Class 1 Product
Conveying Exhaust
Duct Systems/
Class I, II & Ill-A
Liquids -R&D
Lab/Room 204
[continued]
[continued on next page]
T Eriksen-Rattan Associates Inc.
[See previous page.]
, Code Requireme~ts & Provisions
+ Exhaust Ducts:
• Through Building:
* Extend directly to the exterior of the building without
entering other spaces.
* Cannot extend into through ducts/plenums not
associated with the Class 1 exhaust duct system.
• Construction:
* Sheet metal/steel or other materials approved/listed
for use with Flammable & Combustible Liquids.
* Flexible metallic duct may be used for connecting
ductwork to equipment.
* Approved nonmetallic hoods/ducts allowed to be
used for nonflammable corrosive vapors.
* Metal hoods/ducts used for exhaust of corrosives to
be protected with corrosion-resistant material.
• Thickness: Depends on pressure, type & size of duct
--refer to UMC/CMC Tables 5-B & 6-A.
• Fittings:
* >/=2 gages thicker than thickness required for
straight runs.
* Branches to connect to main duct(s) at the large end
of transitions at >45o angle.
• Cleanouts -Corrosive Vapors & Vapors with
Particulate: Accessible cleanouts at 1 O' intervals and
at changes in direction.
• Fire Protection:
* Same as SCI conditions -not required if the
conditions addressed in Attachment 4 are met.
* NOTE: Flammable vapors are the concentration of
flammable constituents </=10% of the lower
flammability limit [LFL].
• Access Openings for Sprinklers: Same as SCI
conditions --not applicable.
• Access Openings for Equipment: Access openings
provided for equipment located within the duct that
reqlli_res ~E3rvicing.
1997 /1998 Code~
+ UBC/CBC 713.10
+ UBC/CBC 713.11
+ UBC/CBC 1202.2.3
+ UMC/CMC 502
+ UMC/CMC 505
+ UMC/CMC 506
+ UMC/CMC 609
+ UFC/CFC 7902.5.11.4
+ UFC/CFC 7903.2.3.5.2
+ UFC/CFC 8003.1.8
+ NFPA 91/2-1 thru 2-6
• NFPA Fire Protection
Handbook
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 18 of 30
-------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
8. Class 1 Product I [See previous page.)
Conveying Exhaust
Duct
Systems/Class I, II
& Ill-A Liquids -
R&D Lab/Room 204
[continued)
T Eriksen-Rattan Associates Inc.
Cod~. ~eq~irements·& Provisi9ns
+ Exhaust Ducts -continued:
• Supports:
* </=8" Ducts: </=12' intervals.
* >8" Ducts: </=20' intervals.
* Design: Assume 50% of duct is full of the vapors
being conveyed.
• Protection from Physical Damage: Protected by
guards when installed in locations where they may be
subject physical damage.
• Exhaust Outlet Termination:
* >/=1 O' from the following conditions:
• Property lines
• Openings into building which are in direction of
exhaust discharge.
• Above grade.
* >/=3' from exterior walls & roofs.
• Clearance from Combustible Construction: >/=18"
or protected with approved construction [i.e.:
insulation]. .
• Elevated Temperatures: Same as SCI conditions --
not applicable.
• Explosion Venting: Same as Same as SCI
conditions --not applicable.
• Dampers:
* Fire/Smoke Dampers: Not allowed, except for the
following conditions:
Through fire walls/floors.
Collection system at end of system protected by
fire sprinkler system.
Duct system protected by fire sprinkler system.
* Volume/Balancing Dampers:
Allowed only for weather or back-draft protection,
located only on clean-air side of filtration system.
• Balancing devices secured to prevent inadvertent
adjustment or loss of transport velocity.
1997 /1998 Code~
+ UBC/CBC 713.10
+ UBC/CBC 713.11
+ UBC/CBC 1202.2.3
+ UMC/CMC 502
+ UMC/CMC 505
+ UMC/CMC 506
+ UMC/CMC 609
+ UFC/CFC 7902.5.11.4
+ UFC/CFC 7903.2.3.5.2
+ UFC/CFC 8003.1.8
+ NFPA 91/2-1 thru 2-6
+ NFPA Fire Protection
Handbook
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 19 of 30
-------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
9. Portable
Vacuum/Particulate
Collection
Equipment-
Blending/Rooms
136-139 & 143-145
10. Fire Sprinkler
System Protection
[continued on next page]
+ Portable vacuum/particulate collection equipment will
be provided for blended product transfer operations.
+ SCI has indicated that the equipment is listed for the
intended use.
+ Refer to Sections 3.3 and 3.5 for equipment and
particulate details.
+ SCI has indicated that they will comply with applicable
Code requirements for fire sprinkler system protection.
+ Existing system design conditions are unknown to the
report preparer.
+ See fire extinguishing system plans provided by
others.
+ Same as SCI conditions -no combustible dust-
producing operations, as defined by the Codes.
+ Fire Sprinkler System General Requirements:
• Maximum Individual System Size: 52,000 sf per
floor -1 system required for SCI facility.
• Local Waterflow Alarms:
* Outside building adjacent to sprinkler system riser(s).
* Inside building at a normally occupied location.
* Manuall pull station located in an approved location
to manually initiate a flare alarm signal.
• Waterflow & Control Valve Monitoring & Trouble
Signals:
* Waterflow alarm signal transmitted to an approved
constantly attended on-site or off-site location.
* Control valve supervision -trouble signals
transmitted to approved off-site location or constantly
on-site location.
* NOTE: At the discretion of the Fire Department, one
or both of the following may be required for control
valves:
• Chained/locked open; and/or
• Valve supervisory control/switch, with signals &
monitoring as described above.
• Standby/Emergency Power: Standby/emergency
power required for waterflow alarms & electrical
monitoring of control valves.
+ UFC/CFC 205
+ UFC/CFC Appendix VI-
A/2.1.4.4
+ UBC/CBC 306.8
+ UBC/CBC 307 .1.1
+ NEC 500-3
+NEC 502
+NFPA499
• Factory Mutual System Loss
Prevention Data 7-76
+ UBC/CBC Chapter 9 [904.2]
+ UBC/CBC Std 9-1 [NFPA 13]
+ UFC/CFC 1003
+ UFC/CFC 7902.5.11
+ UFC/CFC Table 7902.5-F
+ NFPA 72/3-8.1.2
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 20 of 30
-------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
10. Fire Sprinkler
System Protection
[continued]
[continued on next page]
[See previous page.]
. Cqde Requiremen~ ~ ~revisions
+ System Design Conditions:
• D€)sign conditions are addressed below.
• The design conditions indicated are intended only to
provide examples of Code compliance and are not
intended to exclude other designs that comply with the
Code.
+ Office & Employee Areas:
• Locations/Rooms: 101-104, 111,116, 118-119,
202-204, 206, 208-211
• System Design -Minimum: Light Hazard design
[i.e.: 0.1 gpm over 1,500 sf]
• Sprinklers:
* Type: Ordinary temperature, standard orifice heads
are acceptable.
* Spacing: </=225 sf.
• Hose Stream Allowance: >/=100 gpm.
• Water Supply Duration: >/=30 minutes.
+ Production, Support & General Storage Areas:
• Locations/Rooms: 109, 111-115, 120-127, 131-146,
201,205
• Minimum System Design: Ordinary Hazard, Group
1 design [0.15 gpm over 1,500 sf].
• Sprinklers:
* Type: Ordinary temperature, standard orifice heads
are acceptable.
* Spacing: </=130 sf.
• Hose Stream Allowance: >/=250 gpm.
• Water Supply Duration: >/=60 minutes.
+ Flammable/Combustible Liquids Use/Storage:
• Locations/Rooms: 204
• Minimum System Design: 0.3 gpm over 3,000 sf or
lab area, whichever is less.
• Sprinklers:
* Type: High temperature, standard orifice heads are
acceptable.
* Spacing: </=100 sf.
• Hose Stream Allowance: >/=750 gpm.
• Water Supply Duration: >/=2 hours.
+ UBC/CBC Chapter 9 [904.2)
+ UBC/CBC Std 9-1 [NFPA 13)
+ UFC/CFC 1003
+ UFC/CFC 7902.5.11
+ UFC/CFC Table 7902.5-F
+ NFPA 72/3-8.1.2
-., Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 21 of 30
-------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
10. Fire Sprinkler
System Protection
[continued]
11. Portable Fire
Extinguishers
T Eriksen-Rattan Associates Inc.
[See previous page.]
+ Dry Chemical is the recommended type of
extinguisher.
• SCI has indicated that they will comply with applicable
Code requirements.
• See plans provided separately by others.
• Shipping/Receiving:
• Locations/Rooms: 129
• Minimum System Design: [Should be same as
existing conditions based on City of Carlsbad Fire
Department requirements -design based on flexibility
for changes in existing storage conditions.]
* Density: >/=0.45 gpm
* Design Area: >/=3,000 sf
• Sprinklers:
* Type: 286oF/high temperature. Standard, large or
extra large orifice heads are acceptable.
* Spacing: </=100 sf.
• Hose Stream Allowance: >/=500 gpm.
• Water Su_ei:>_ly Duration: >/=2 hours.
• Office & Employee Areas:
• Minimum 2A 108C.
• </=75' travel distance.
• Storage, Support & Production Areas:
• Minimum 2A208C.
• </=75' travel distance.
• R&D Lab/Room 204:
• Minimum 2A408C.
• </=50' travel distance.
+ UBC/CBC Chapter 9 [904.2]
+ UBC/CBC Std 9-1 [NFPA 13]
+ UFC/CFC 1003
+ UFC/CFC 7902.5.11
+ UFC/CFC Table 7902.5-F
+ NFPA 72/3-8.1.2
+ UFC/CFC 1002
+ UFC/CFC Std 10-1
+ UFC/CFC 1108
+ UFC/CFC 8001.5.2.5
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 22 of 30
-------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
12. Electrically
Classified Areas
See Attachment 1 for
hazardous materials
inventory information.
13. Piping, Valves &
Fittings -Inert
Compressed Gases
[continued on next page]
+General:
• SCI has indicated that they will comply with
applicable Code requirements for electrically
classified areas, as applicable to SCI conditions.
• See architectural, electrical and mechanical plans
provided through Chapo & Hall Architects.
+ Class I Flammable Liquids Use Conditions -R&D
Lab/Room 204:
• Not applicable to SCI conditions, except for interior
of the exhausted laboratory fume hoods where Class
I Flammable Liquids will be used [Class I, Division
2/Group C environment].
• See Table 3.0/ltem 4, Sections 3.4 & 3.5, Table
4.0/ltems 7 & 8.
+ Blended Product Transfer Operations -Rooms
137-139 & 143-145:
• Localized Class II, Divisions 1 & 2/Group G areas.
• See Table 3.0/ltem 2, Sections 3.3 & 3.5, Table
4.0/ltem 9.
+General:
• SCI has indicated that they will comply with
applicable Code requirements for piping systems
conveying hazardous materials that may be present.
• See plans provided separately by others through
Chapa & Hall Architects.
+ SCI Piping Systems:
• Hazardous Material Liquids: Not applicable to SCI
conditions -no liquid hazardous materials
transferred through piping systems.
• Inert Compressed Gases -Argon, Compressed
Air, Nitrogen: Pressurized piping systems from
source cylinders in Room 112 to R&D Lab/Room
204.
+ Class I Flammable Liquids Use Conditions -R&D
Lab/Room 204: Same as SCI conditions.
+ Blended Product Transfer Operations -Rooms 137-
139 & 143-245: Same as SCI conditions.
+ Design: Designed and fabricated from materials
compatible with material to be contained.
+ Strength: Adequate strength and durability to
withstand pressure, structural & seismic stress, and
exposure to which subjected.
+Valves:
• General: Piping system to contain a sufficient
number of manual control valves & check valves to
operate system properly and to protect the area under
both normal & emergency conditions.
• Emergency Shutoff Valves: Identified and location
visible and indicated by a sign.
• Backflow Prevention/Check Valves: Provided when
backflow could create a hazardous condition or cause
unauthorized discharge.
+ Pipe Joints: Gas-tight.
+ Pipe Bends: </=90o or at a radius less than 5
diameters of the nominal trade size of the pipe/tube
[radius measured from inside edge ~f pipe/tube].
1997/1998 Codes
+ UFC/CFC 7901.4
+ UFC/CFC 7901.10
+ Table 7901.4-A
+ UFC/CFC 8001.9
+ NEC 500-3
+ 501
+502
+NEC
+NFPA
• 30
• 325
• 491
• 497
• 499
• Factory Mutual System Loss
Prevention Data 7-76
+ UFC/CFC 7401, 7403
+ UFC/CFC 8001.4.3
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 23 of 30
-------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA -----
UNIFORM/CALIFORNIA CODES ANALYSIS
13. Piping, Valves & I [See previous page.]
Fittings -Inert
Compressed Gases
[continued]
14. Equipment,
Machinery, Vessels
&Processes
Utilizing Hazardous
Materials
+General:
• SCI has indicated that they will comply with
applicable Code requirements.
• See plans provided through Chapo & Hall Architects.
+ SCI Hazardous Materials Use Locations:
• Weighing & Blending/Rooms 137-140, 142-145
• R&D Lab/Room 204
+ Testing: One [1] of the following, prior piping system I • UFC/CFC 7901.11
being enclosed or placed in use --no leakage or • UFC/CFC 8001.4.3
permanent distortion for >/=10 minutes:
• Hydrostatically tested to >/=150% of maximum
anticipated system pressure.
• Pneumatically tested to >/=110% of maximum anticipated
system pressure, but not less than 5 psig at highest point
of the system.
• Identification: Piping/tubing and valves identified to
indicate material conveyed with directional arrows --per
ANSI A13.1 --as follows:
* Each valve.
* Each wall, floor, ceiling penetration.
* Each change in direction.
* Every 20' or fraction thereof throughout piping run.
+ Supports: Piping adequately supported & seismically
braced, with bracing/support in accordance with the
following:
... 1,llilI••-i.111r,re:
f>iH~ Size . ; · I~ . ~Support ln(eryals
</=1/2" I </=6'
3/4"=1" I </=8'
>/=1-1/4" -Horizontal I </=10'
>/=1-1/4" -Vertical I Every Floor Level
Equipment, machinery, vessels & processes to be
approved, listed or designed and constructed in
accordance with approved standards for the intended
use.
+ UFC/CFC 7902.1.8
+ UFC/CFC 8001.4.4
-
"f' Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 24 of 30
.. --------...,_ .. _, -SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA -
UNIFORM/CALIFORNIA CODES ANALYSIS
15. Limit Controls
16. Lighting
17. Ignition Source
Control-
Hazardous
Materials &
Conditions
• Liquid Level: Not applicable to SCI conditions for the
following reasons:
• No atmospheric tanks >500 gallons.
• No open vessels.
• No heated liquids in open vessels.
• Temperature: Not applicable to SCI conditions for the
following reasons:
• No temperature sensitive materials.
• No temperature sensitive use conditions.
• Pressure: Not applicable to SCI conditions for the
following reasons:
• No stationary tanks.
• No equipment capable of generating pressures
exceeding equipment design limits due to exposure
fires or internal reactions.
+ SCI has indicated that adequate lighting by natural
and/or artificial means will be provided.
• See architectural and electrical plans provided through
Chap_o & Hall Architects.
+ General: SCI has indicated that the control of ignition
sources and electrical equipment, wiring and devices
will be in accordance with applicable Code conditions
and requirements.
+ Open Flames & High Temperature Devices: None --
not applicable to SCI conditions.
• Electrically Classified Areas: See Section 3.5 and
Table 4.0/ltem 12.
+ Prevention of Static Electricity -Class I Flammable
Liquids & Vacuum/Dust Collection System: SCI
has indicated that precautions will be taken to prevent
the accumulation of static electricity.
• Same as SCI conditions -limit controls are not
applicable.
+ Same as SCI conditions --to follow IES & California
Energy Standards guidelines and conditions.
• See Item 23 for exit illumination·and exit sign
illumination.
• Same as SCI conditions.
---
+ UFC/CFC 8003.1.14
+ UFC/CFC 8004.1.6
+ UFC/CFC 8004.1 .11
+ UFC/CFC 7901.4
+ UFC/CFC 7901.10
+ UFC/CFC 8001 .9
-
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 619.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 25 of 30
_________________ ,_ SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
----
18. Emergency &
Standby Power
Systems
19. Separation of
Incompatible
Materials &
Conditions
See Attachment 1 for
hazardous materials
inventory information.
20. Material Handling &
Transportation in
Building-
Hazardous
Materials
• Emergency Power System:
• Emergency power in accordance with applicable
Code requirements will be provided for exit
illumination, exit sign illumination and fire sprinkler
system alarm and monitoring systems.
• Emergency power source will be provided through
storage batteries [>/=1.5-hour duration].
• See electrical plans provided through Chapo & Hall
Architects.
+Standby Power System: Not applicable to SCI
conditions.
• General: SCI has indicated that incompatible
materials and conditions will be separated in
accordance with applicable Code requirements.
• Hazardous Materials:
• R&D Lab: Materials incompatible with each other
will be located in separate cabinets.
• Balance of Building: Not applicable to SCI ,
conditions -materials are compatible with each
other.
• General: See Table 3.0 for transport of raw materials
to production areas and transport of finished products
from packaging areas.
• Transport of Hazardous Materials in Exit Corridors:
Not applicable to SCI conditions -no transport of
liquids in containers >5 gallons or solids having a
hazard ranking of 3 or 4.
• Emergency Power System: Same as SCI conditions.
• Standby Power System: Same as SCI conditions.
• Hazardous Materials:
• Conditions Requiring Separation:
* Container Sizes Requiring Separation:
• Liquids: Containers >1/2-gallon capacity.
• Solids: Containers >5-pound capacity.
* Separate incompatible materials in storage and
materials in storage incompatible with materials in
use.
• Separation Requirements: One [1] or a combination
of the following:
* Storage in separate hazardous materials/flammable
liquids storage cabinets.
* Separated by >/=20' distance.
* Separated by a noncombustible partition extending
>/=18" above and to the sides of the stored material.
• Same as SCI conditions -Code limitations not
applicable.
+ UBC/CBC 307.2.7
+ UBC/CBC 307.2.8
+ UFC/CFC 8003.1. 13
+ UFC/CFC 8004.1.7
+ UFC/CFC 1108
+ UFC/CFC 8001.9.8
+ UFC/CFC 82
+ UFC/CFC Std 82-1
+ UFC/CFC 8001.10
..
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 26 of 30
~-·--------------------SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
21. Approved Storage
Cabinets-
Hazardous
Materials
+ Flammable & Combustible Liquids: SCI has
indicated that if flammable/combustible liquid storage
cabinets are used, they will comply with applicable
Code requirements. [NOTE: Storage in approved
cabinets not required by Code.]
+ Other Hazardous Materials: SCI has indicated that if
hazardous materials storage cabinets are used, they
will comply with applicable Code requirements.
[NOTE: Storage in approved cabinets not required by
Code.]
Code Requ!f~ITl_e"~-& Provisions "
+ Flammable Liquids Storage Cabinets:
• General: I • UFC/CFC 7902.5.9 * Signs: FLAMMABLE -KEEP FIRE AWAY -red letters • UFC/CFC 8003. 1.10
on contrasting background.
* Maximum Quantity per Cabinet: </=120 gallons per
cabinet. * Doors: Self-closing & equipped with a latch.
* Bottom: Liquid tight to a height >/=2".
* Type: Cabinets either listed or constructed as
described below.
• Unlisted Steel Cabinets:
* Construction:
• Steel ->/=18 gage.
• Double walled [including door), with 1-1/2" airspace
between walls.
* Joints: Riveted or welded.
• Unlisted Wood Cabinets:
* Construction: >/=1" exterior grade plywood.
* Joints: Rabbited and fastened in 2 directions with
wood screws.
* Door Hinges: Steel or brass.
• Paint: Cabinets painted with intumescent-type paint.
+ Hazardous Materials Storage Cabinets:
• General:
* Signs: HAZARDOUS MATERIALS-KEEP FIRE
AWAY-red letters on contrasting background.
* Construction: Metal construction.
* Interiors: Interior treated, coated or constructed of
materials nonreactive with materials stored therein.
* Type: Cabinets either listed or constructed as
described below.
• Unlisted Cabinets:
* Construction:
• Steel -->/=18 gage.
• Double walled [including door), with 1-1/2" airspace
between walls.
* Joints: Riveted or welded.
* Doors: Self-closing & self-latching.
* Bottom: Liquid tight to a height >/=2".
..
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 27 of 30
.... -.... ---------·----SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA .. ---
UNIFORM/CALIFORNIA CODES ANALYSIS
22. Water Supply
23. Fire Department
Access
24. Emergency
Response,
Training &
Procedures
Existing previously permitted conditions are presumed to
comply.
+ Access Roadways for Fire Department Apparatus:
Existing previously permitted conditions are presumed
to comply.
+ Access Doors for Fire Department Access -
Shipping & Receiving: Not applicable to SCI
conditions -no high-piled combustible storage
conditions.
+ Key Box [Knox Box]: SCI has indicated that a Key
Box [Knox Box] will be provided as required by the Fire
Department.
SCI has indicated that conditions and requirements for
emergency response, training and procedures will be
provided as required by the Fire Department.
• Same as SCI conditions -existing fully sprinklered
building with existing water supply.
• Access Roadways for Fire Department Apparatus:
Same as SCI conditions -existing building with existing
fire department apparatus access.
• Access Doors for Fire Department Access -
Shipping & Receiving: Same as SCI conditions.
• Key Box [Knox Box]:
• Fire Department may require a key box [Knox Box] to
be located in approved location.
• Box to contain keys to gain necessary access as
required by the Fire D~partment.
+ Material Safety Data Sheets [MSDS]:
• Maintained on-site in a location acceptable to the Fire
Department.
• See Item 27.
• Hazardous Materials Management Plan [HMMP]:
May be required by the Fire Department, but not
specifically required based on the types and amounts of
hazardous materials.
• Hazardous Materials Inventory Statement [HMIS]:
May be required by the Fire Department [as provided in
Attachment 1].
+ Personnel Training & Written Procedures:
• Employees to be familiar with the chemical nature of
the materials and appropriate mitigating actions
necessary in the vent of fire, leak or spill.
• Persons designated & trained to liaison personnel for
Fire Department --i.e.: aid Fire Department in
preplanning emergency responses & identification of
hazardous materials locations/conditions.
+ Emergency Equipment: Provisions made for
controlling/mitigation leaks/spills [i.e.: clean-up
materials, disposal procedures, etc.].
+ UFC/CFC 903.2
+ UFC/CFC 903.3
+ UFC/CFC Appendix Ill-A
+ UFC/CFC Appendix 111-B
+ UFC/CFC 901.4
+ UFC/CFC 902.2
+ UFC/CFC 902.3
+ UFC/CFC 902.4
+ UFC/CFC 8102.5
+ UFC/CFC Table 81-A
+ UFC/CFC 8001.3
+OSHA:
• CFR 1910.178
• CFR 1926.403
..
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941-Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 28 of 30
-~-~-----~-~~~~~--~ SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
25. Hazard
Identification
Signage
26. Premises
Identification
'f' Eriksen-Rattan Associates Inc.
SCI has indicated that hazard identification signage
required by t'1e Fire Department will be provided.
SCI will comply with applicable Code requirements for
premises identification.
1997/19~8 Codes
+ Hazardous Materials: I + UFC/CFC 8001.7
• The Fire Department may require that hazard
identification signage be provided outside the building,
at entrances to areas where hazardous materials are
used & stored and within use & storage areas.
• If required, signage should indicate the following
hazardous materials conditions in the building:
*Health= 3
* Flammability = 3
* Reactivity = 2
* Special: COR, OX, WR
• Signs are generally required to be in accordance with
the following:
* Measure 15-inches on each side.
* Have white reflective letters/numbers on blue or red
backgrounds and black reflective letters/numbers on
white and yellow backgrounds.
+ Compressed Gases: Doors into areas containing
compressed gases required to have a sign indicating
COMPRESSED GAS.
Approved numbers/addresses are required to be placed I + UFC/CFC 901 .4.4
on the building in such a position as to be plainly visible
and legible from the streeUroad fronting the property.
Numbers are to contrast with their background.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466.6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 29 of 30
.. , .. ---......... .. ---, ........ .. --.. . . .. SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
27. Permits & Plans SCI has indicated that they will comply with applicable
Code requirements for a permit for their hazardous
materials, storage and compressed gas operations as
required by the Fire Department.
+ Storage Conditions: Building plans, storage plans and
specifications are required to be submitted to the Fire &
Building Departments for review, approval and permit
issuance prior to occupancy. Information required to be
submitted is as follows:
• Building floor plan showing locations & dimensions of
storage areas.
• Useable storage height for each storage area.
• Clearance between top of storage & sprinkler
deflector for each storage arrangement.
• Type of fire-extinguishing systems.
• Location of valves controlling water supply of . ' sprinklers.
• Design features, commodities, storage arrangement &
fire-protection features.
• Hazardous Materials & Compressed Gas
Conditions: Permits and plans may be required by the
Fire Department.
• Knox Vault: Fire Department may require that MSDS,
building/floor plans & storage plans be located on the
outside of the building in a Knox Vault.
· 1997/1998 Codes,
+ UFC/CFC 4501.3
+ UFC/CFC 6202
+ UFC/CFC 7901.3
+ UFC/CFC 8001.3
+ UFC/CFC 8101.3
..
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue, La Mesa CA 91941 -Telephone 619.466.6285 FAX 610.466,6233 EMAIL MaryRattan@thecoderesource.com
Technical Report -Hazardous Materials & Storage Operations
Code Requirements & Provisions -10/23/00 -Page 30 of 30
,.
I
I
I
I
I
J_
I
1·
I
I
I
I
I
I
I'
1,
,1
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
HAZARDOUS MATERIALS INVENTORY ANALYSIS
ATTACI-IMENi 1A :.... SUMMARY & EXEMPT AMOUNTS
23 October 2000
Prepared by
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue
La Mesa, California 91941
Telephone 619.466,6285
FAX 619.466.6233
EMAIL MaryRattan@thecoderesource.com
NOTE -HAZARDOUS MATERIALS USE AMOUNTS: Unless otherwise indicated, use amounts in any
condition will not exceed 10% of the storage amounts, with not all materials in use at the same time.
.. .. -.. . ,, .. .. .. ---.... HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-D-UFC/CFC TABLES 7902.4-1, 7903.2-8, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
STORAGE
Material
Combustible Liquids II
Solids
Lbs
----------·--·----------
Combustible Liquids Ill-A
Combustible Liquids 111-B
Flammable Liquids I-A
Flammable Liquids I-B
Liquid
Gins
0.2642
-0.5284
---
500.0000
---0.2642
--
3.1704
----------------------------·------------------
Flammable Liquids I-C 0.2642
--Oxidizers 2 0.3962
--Oxidizers 3 0.1320
--Unstable Reactives 1 0.3962
--Water Reactives 1 0.1320
--
Water Reactives 2 0.2642
Gas
Cf
Solid
Lbs
USE CLOSED
Liquid
Gins
Gas
Cf
.. ..
Solid
Lbs
.. _,_
USE OPEN
Liquid
Gins
Gas
Cf
..
----------------------------------------------------------------------------------------------
1997/1998 CODES: B, F1, S1 OCCUPANCY CONTROL AREA CONDITIONS BASED ON THE USE and STORAGE OF PHYS_ICAL HAZARD MATERIALS.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
Building is protected throughout by an automatic fire sprinkler system.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 1
-.. -.. --.. .. .. .. --... .. .. -.. -.. HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-D -UFC/CFC TABLES 7902.4-1, 7903.2-B, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
!combustible Liquids 11 I I Storage I !Unjtsl I UC. I !Uni~! 1: uo· I !Units I
TOTAL Combustible Liguids II [LIQUIDS] 0.2642 Gins Gins Gins
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902.5-A EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE & USE CLOSED -H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG -H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 240 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 480 GALLONS
USE CLOSED EXEMPT AMOUNT: 240 GALLONS
USE OPEN EXEMPT AMOUNT: 60GALLONS
LIQUIDS WITHOUT FIRE POINTS -1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE: UNLIMITED
USE CLOSED EXEMPT AMOUNT: 240 GALLONS
USE OPEN EXEMPT AMOUNT: 60 GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1.1/EXCEPTION 3:
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY -MAXIMUM QUANTITIES PER CONTROL AREA -1997 UFC TABLE 7902.5-B -COMBINATION 1-B, 1-C, 11, Ill-A:
CEILINGS </=18' HIGH-</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
lcoinbustible Liquids 111.-A I I Stot~ge I 1uni~J I ·uc· I jUnits·I I· iUO ·1 jun!tsl
TOTAL Combustible Liquids Ill-A [LIQUIDS] 0.5284 Gins Gins Gins
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE & USE CLOSED -H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT-NO CABINETS: 660 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 1,320 GALLONS
USE CLOSED EXEMPT AMOUNT: 660 GALLONS
USE OPEN EXEMPT AMOUNT: 160 GALLONS
LIQUIDS WITHOUT FIRE POINTS -1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE: UNLIMITED
USE CLOSED EXEMPT AMOUNT: 660 GALLONS
USE OPEN EXEMPT AMOUNT: 160 GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1.1/EXCEPTION 3:
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY -MAXIMUM QUANTITIES PER CONTROL AREA -1997 UFC TABLE 7902.5-B -COMBINATION 1-B, 1-C, II, Ill-A:
CEILINGS </=18' HIGH -</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
Building is protected throughout by an automatic fire sprinkler system.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 2
.. .. __ .. .. .. .. -.. -.. .. ... -.. .. .. --HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-D-UFC/CFC TABLES 7902.4-1, 7903.2-B, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
jcombustible Liquids 111-B ) j' Storage l I Units l ~ !-Units! I, : ·uo l junitsl
TOTAL Combustible Liquids 111-B [LIQUIDS] 500.0000 Gins Gins Gins
1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA-H OCCUPANCY NOT REQUIRED IN SPRINKLERED BUILDING.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: UNLIMITED
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: UNLIMITED
USE CLOSED EXEMPT AMOUNT: UNLIMITED
USE OPEN EXEMPT AMOUNT: UNLIMITED
MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3 -
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
!Flammable Liquids l~A I stcjrage I j !Jnits I 1 · l:JC jµn!tsj 1 ·-·uo . · -I j.units I
TOTAL Flammable Liquids I-A [LIQUIDS] 0.2642 Gins Gins Gins
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902.5-a EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE & USE CLOSED -H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG -H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 60 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 120 GALLONS
USE CLOSED EXEMPT AMOUNT: 60 GALLONS
USE OPEN EXEMPT AMOUNT: 20 GALLONS
LIQUIDS WITHOUT FIRE POINTS-1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE: UNLIMITED
USE CLOSED EXEMPT AMOUNT: 60 GALLONS
USE OPEN EXEMPT AMOUNT: 20 GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3:
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY -MAXIMUM QUANTITIES PER CONTROL AREA -1997 UFC TABLE 7902.5-8: 60 GALLONS
Building is protected throughout by an automatic fire sprinkler system.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 3
-.. -.. ---.. --.. .. ---·-.. .. .. -·-HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-0 -UFC/CFC TABLES 7902.4-1, 7903.2-8, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
jFlarnma~le Liqui~s t~B . I Store@:! I l Units I UC I Units! uo !Units!
TOTAL Flammable Liquids I-B [LIQUIDS] 3.1704 Gins Gins Gins
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902.5-a EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE & USE CLOSED -H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 120 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 240 GALLONS
USE CLOSED EXEMPT AMOUNT: 120 GALLONS
USE OPEN EXEMPT AMOUNT: 30 GALLONS
LIQUIDS WITHOUT FIRE POINTS -1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE: UNLIMITED
USE CLOSED EXEMPT AMOUNT: 120 GALLONS
USE OPEN EXEMPT AMOUNT: 30 GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3:
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY. MAXIMUM QUANTITIES PER CONTROL AREA· UFC TABLE 7902.5-B -COMBINATION 1-B, 1-C, II, Ill-A:
CEILINGS </=18' HIGH-</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
!flammable Liquids 1-C I l St9ra!)~-I jUni~:! I· ·,µq junitsl r uo _ ·1 j'l,Jnitsj
TOTAL Flammable Liquids I-C [LIQUIDS] 0.2642 Gins Gins Gins
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 7902.5-A EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE & USE CLOSED -H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 180 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 360 GALLONS
USE CLOSED EXEMPT AMOUNT: 180 GALLONS
USE OPEN EXEMPT AMOUNT: 40 GALLONS
LIQUIDS WITHOUT FIRE POINTS-1997 UBC TABLE 30D/UFC TABLE 7902.5-A, 7901.1.1/Exception 9 EXEMPT AMOUNTS PER CONTROL AREA:
STORAGE: UNLIMITED
USE CLOSED EXEMPT AMOUNT: 180 GALLONS
USE OPEN EXEMPT AMOUNT: 40 GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1997 UFC 7901.1/EXCEPTION 3:
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY· MAXIMUM QUANTITIES PER CONTROL AREA· UFC TABLE 7902.5-B • COMBINATION 1-B, 1-C, II, Ill-A:
CEILINGS </=18' HIGH -</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
Building is protected throughout by an automatic fire sprinkler system.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 4
-.. .. .. .. -· .. .. -·-.. -... -HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-D-UFC/CFC TABLES 7902.4-1, 7903.2-8, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
!Oxidizers 2 I Storage I I Unit$ !
TOTAL Oxidizers 2 (LIQUIDS] 0.3962 Gins
1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA-H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT-NO CABINETS: 500 POUNDS+ 50 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 1,000 POUNDS+ 100 GALLONS
USE CLOSED EXEMPT AMOUNT: 500 POUNDS + 50 GALLONS
USE OPEN EXEMPT AMOUNT: 100 POUNDS+ 10 GALLONS
1997 UFC 8001,14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 4,500 POUNDS+ 450 GALLONS
1999 UFC SUPPLEMENT -RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: SAME AS 1997 UFC
1997 UBC TABLE 3-G/UFC 8003.1-B -MAXIMUM AMOUNT PER BUILDING WITHOUT DETACHED STORAGE: 2,000 TONS
1999 UFC SUPPLEMENT -S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 4,500 POUNDS+ 450 GALLONS
.. ...
UC junits I
Gins
!Oxidizers 3 J I storage_ I l:tJ,11its·I l!C. ~ t.::::.::!:I
TOTAL Oxidizers 3 [LIQUIDS) 0.1320 Gins
1997 UBC TABLE 3-D/UFC.T ABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT-NO CABINETS: 20 POUNDS+ 2 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT-WITH CABINETS: 40 POUNDS+ 4 GALLONS
USE CLOSED EXEMPT AMOUNT: 4 POUNDS + 0.40 GALLON
USE OPEN EXEMPT AMOUNT: 4 POUNDS+ 0.40 GALLON
1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 2,250 POUNDS+ 225 GALLONS
1999 UFC SUPPLEMENT -RETAIL/WHOLESALE STORG/DISPLA Y -EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 2,300 POUNDS + 230 GALLONS
1997 UBC TABLE 3-G/UFC TABLE 8003.1-B -MAXIMUM AMOUNT PER BUILDING WITHOUT DETACHED STORAGE: 1,200 TONS
1999 UFC SUPPLEMENT -S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 2,300 POUNDS+ 230 GALLONS
Building is protected throughout by an automatic fire sprinkler system.
Gins
Storage Amount = Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
.. -
uo !Units!
Gins
· UO . ] l Units l
Gins
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 5
..
-1111 ...... :-.. .. --.. _, .. -.. -... .. .. HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-D -UFC/CFC TABLES 7902.4-1, 7903.2-B, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
{unstable Reactiires 1 I j S~otage I j Units I UC I Units I ~ junitsj
TOTAL Unstable Reactives 1 {LIQUIDS] 0.3962 Gins Gins Gins
1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA -H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT-NO CABINETS: UNLIMITED
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: UNLIMITED
USE CLOSED EXEMPT AMOUNT: UNLIMITED
USE OPE.N EXEMPT AMOUNT: UNLIMITED
NOTE: PUBLICATION ERROR --ERRATA TO UBC & UFC TO CORRECT GASES TO UNLIMITED.
(water Reactives 1 I Storage I I units I ~ !·Uni'5 ! I . -uo I I ~nits I
TOTAL Water Reactives 1 [LIQUIDS] 0.1320 Gins Gins Gins
1997 UBC TABLE 3-D/UFC7'ABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA-H OCCUPANCY NOT REQUIRED IN SPRINKLERED BUILDING.
STORAGE/AGGREGATE EXEMPT AMOUNT-NO CABINETS: UNLIMITED
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: UNLIMITED
USE CLOSED EXEMPT AMOUNT: UNLIMITED
USE OPEN EXEMPT AMOUNT: UNLIMITED
Building is protected throughout by an automatic fire sprinkler system.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 6
-.. ----..... .. -.. .. .. ---·-HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-0-UFC/CFC TABLES 7902.4-1, 7903.2-8, 8001.15-A SUMMARY -PHYSICAL HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
jwater Re.actives 2 I Storage· I I Uni~ I ~ !Units! ~
TOTAL Water Reactives 2 [LIQUIDS] 0.2642 Gins
1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA-H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 100 POUNDS+ 10 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT-WITH CABINETS: 200 POUNDS+ 20 GALLONS
USE CLOSED EXEMPT AMOUNT: 100 POUNDS+ 10 GALLONS
USE OPEN EXEMPT AMOUNT: 20 POUNDS + 2 GALLONS
1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY -EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 900 POUNDS+ 90 GALLONS
1999 UFC SUPPLEMENT -RETAIL/WHOLE STORAGE/DISPLAY -EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 2,300 POUNDS + 230 GALLONS
1997 UBC TABLE 3-G/UFC TALBE 8003.1-8 -MAXIMUM AMOUNTS PER BUILDING WITHOUT DETACHED STORAGE: GASES-10,000 CUBIC FEET
SOLIDS & LIQUIDS -25 TONS
1999 UFC SUPPLEMENT -S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 1,300 POUNDS + 230 GALLONS
Building is protected throughout by an automatic fire sprinkler system.
Gins
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS-ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000-PAGE 7
--
!Units!
Gins
---.. .. --.. ---.... -... --HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-E-UFC/CFC TABLE 8001.15-B SUMMARY -HEALTH HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
Material
Carcinogens
Corrosives
Irritants
Other Health Hazards
Sensitizers
Solids
Lbs
6000.0000
STORAGE
Liquid
Gins
0.5284
--
2.6418
--
3.6988
--
1.0568
--
0.2642
------·----------··· ... -···· ----------------·-··------
Toxics 0.5284
Gas
Cf
Solid
Lbs
USE CLOSED
Liquid
Gins
Gas
Cf
Solid
Lbs
1997/1998 CODES: B, F1, S1 OCCUP~NCY CONTROL AREA CONDITIONS BASED ON THE USE and STORAGE OF HEALTH HAZARD MATERIALS.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
Building is protected throughout by an automatic fire sprinkler system.
USE OPEN
Liquid
Gins
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 8
-
Gas
Cf
...
-------.. -----.. -----HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-E-UFC/CFC TABLE 8001.15-8 SUMMARY -HEALTH HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
erc!nogens J I storage I I Units I UC I units I j, : uo: I I units I
TOTAL Carcinogens !LIQUIDS)
CONSUMER PRODUCTS -1997 UBC TABLE 3-E/UFC TABLE 8001.15-B:
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS:
0.5284
UNLIMITED
UNLIMITED -WITH SPECIAL CONTROLS
Gins Gins
!Corrosives. ' J I Storage I l,Units·I ~ !,Units!
TOTAL Corrosives (LIQUIDS) 2.6418 Gins
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS PER CONTROL AREA • H-7 OCCUPANCY REQURIED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 20,000 POUNDS+ 2,000 GALLONS & 3,240 CUBIC FEET
USE CLOSED EXEMPT AMOUNT: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET
USE OPEN EXEMPT AMOUNT: 2,000 POUNDS + 200 GALLONS
1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY-EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 19,500 POUNDS+ 1,950 GALLONS
1999 UFC SUPPLEMENT -RETAIL/WHOLESALE STORAGE/DISPLAY -EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 20,000 POUNDS + 2,000 GALLONS
1999 UFC CUPPLEMENT -S OCCUPANCY STORAGE WITH 8001.14 STORAGE CONDITIONS: 20,000 POUNDS+ 2,000 GALLONS
Building is protected throughout by an automatic fire sprinkler system.
Gins
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
r, uo
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIAT-ES INC. -10/24/2000 -PAGE 9
Gins
!Uriitsl
Gins
...
----.. --------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-E-UFC/CFC TABLE 8001.15-B SUMMARY -HEALTH HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
!Irritants
TOTAL Irritants [SOLIDS]
TOTAL Irritants [LIQUIDS]
l
CONSUMER PRODUCTS -1997 UBC TABLE 3-E/UFC TABLE 8001.15-B:
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS:
STORAGE/AGGREGATE EXEMPT AMOUNT:
USE CLOSED EXEMPT AMOUNT:
USE OPEN EXEMPT AMOUNT:
[Other Health Hazards
TOTAL Other Health Hazards [LIQUIDS]
CONSUMER PRODUCTS -1997 UBC TABLE 3-E/UFC TABLE 8001.15-B:
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS:
STORAGE/AGGREGATE EXEMPT AMOUNT:
USE CLOSED EXEMPT AMOUNT:
USE OPEN EXEMPT AMOUNT:
Building is protected throughout by an automatic fire sprinkler system.
l Storage ,l l Un!ts j
UNLIMITED
UNLIMITED
UNLIMITED
6000.0000
3.6988
UNLIMITED -WITH SPECIAL CONTROLS
Lbs
Gins
l· ·storage: l j Uriiis:j
UNLIMITED
UNLIMITED
UNLIMITED
1.0568
UNLIMITED -WITH SPECIAL CONTROLS
Gins
----
UC l!..lriitsj ~
Lbs
Gins
L UC . l l Units j ~
Gins
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -10/24/2000 -PAGE 10
--
!Units!
Lbs
Gins
lUrilts!
Gins
---.. .. -----HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC/CBC TABLE 3-E-UFC/CFC TABLE 8001.15-8 SUMMARY -HEALTH HAZARD MATERIALS
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis
jsensitizers !
TOTAL Sensitizers [LIQUIDS]
CONSUMER PRODUCTS -1997 UBC TABLE 3-E/UFC TABLE 8001.15-B:
1997 UBC TABLE 3-E/UFC TABLE 8001-15-B EXEMPT AMOUNTS:
STORAGE/AGGREGATE EXEMPT AMOUNT:
USE CLOSED EXEMPT AMOUNT:
UNLIMITED
UNLIMITED
UNLIMITED
--..
l Storage'! !Units!
0,2642 Gins
USE OPEN EXEMPT AMOUNT: UNLIMITED -WITH SPECIAL CONTROLS
----
UC !Units! uo
Gins
!Toxics j -$tof.ige,_j j llnits I I 1Jc I jun1tsl ~
TOTAL Toxics [LIQUIDS] 0.5284 Gins
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS PER CONTROL AREA • H-7 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 1,000 POUNDS+ 100 GALLONS & 1,620 CUBIC FEET
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 2,000 POUNDS+ 200 GALLONS & 3,240 CUBIC FEET
USE CLOSED EXEMPT AMOUNT: 1,000 POUNDS + 100 GALLONS & 1,620 CUBIC FEET
USE OPEN EXEMPT AMOUNT: 250 POUNDS+ 25 GALLONS
1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY-EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 1,950 POUN0S + 195 GALLONS+ 3,160 CF
1999 UFC SUPPLEMENT -RETAIL/WHOLESALE STORAGE/DISPLAY -EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 2,000 POUNDS + 200 GALLONS
1999 UFC SUPPLEMENT-S OCCUPANCY STORAGE WITH UFC 8001.14 STORGE CONDITIONS: 2,000 POUNDS+ 200 GALLONS.
Building is protected throughout by an automatic fire sprinkler system.
Gins
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RA TIAN ASSOCIATES INC. -10/24/2000 -PAGE 11
--
!Units!
Gins
!Units!
Gins
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
HAZARDOUS MATE-RIALS INVENTORY ANALYSIS,_
-ATTACHMENT_18-INVE-NTOR_Y ITEMiZATION.
ALPHABETICAL BY _MATERIAL.NAME
23 October 2000
Prepared by
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue
La Mesa, California 91941
Telephone 619.466.6285
FAX 619.466.6233
EMAIL MaryRattan@thecoderesource.com
NOTE -HAZARDOUS MATERIALS USE AMOUNTS: Unless otherwise indicated, use amounts in any
condition will not exceed 10% of the storage amounts, with not all materials in use at the same time.
-------------------10-25-00 Page 1
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis: Hazardous and Nonhazardous Materials
Item CAS# State ~one% ,Material , H~rdClass Storage , t,1n1ts NFPA 49~ Dust Conditions LEV Location,
64-19-7 L >80 Acetic Acid (Glacial) [BP: 118.1o; FP: CL2, CR 0.2642 Gins CLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
109oF) [LEL: 5.4%; UEL: 15%) (pH: 2.4)
[LOSO-Oral: 3,310 mg/kg; LOSO-Skin:
1,060 mg/kg] [HR: H3 F2 COR)
2 75-05-8 L >/=50 Acetonitrile [Amidite Diluent) [FP: 42oF; FL1B, IR 0.2642 Gins FLV Use..Storage/R&D 204 [Use in exhausted fume hoods]
BP: 81oF) [HR: H2 F3]
3 25635-88-5 CG 100 Air (Compressed) [Breathing) [Oil Free NH 509.0000 Cf Storage/112; Use/R&D 204
Air)[HR:0)
-----
4 1336-21-6* L 28-50 Ammonium Hydroxide [Aqua Ammonia) CR 0.2642 Gins Use..Storage/R&D 204 (Use in exhausted fume hoods)
(28-50% Solution in Water] [NH40H) [pH
11-13) (Base] [LOSO-Oral: 714-1250
mg/kg) [HR: H3 COR)
5 7440-37-1 CG 100 Argon [Ar) (aw: 39.94) (9.7 cf/lb] [HR: 0) NH 1152.0000 Cf Storage/112; Use/R&D 204
6 50-81-7 s 100 Ascorbic Acid (L-[Vitamin CJ [MP: NH 1500.0000 Lbs Nonconductive; Noncombustible; Storage/131; Use-Process/137-140, 142-145; Use-
193oC)) [HR: OJ Melts before it ignites R&D/108, 204
-------~
7 78-92-2 L 100 Butanol (2-) [sec-Butanol] (2-Butyl FL1C, IR 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
Alcohol) (sec-Butyl Alcohol] [MP: -1150;
BP: 98oC; FP: 80oF) [RTECS#
E01750000) [HR: H2 F2]
8 7757-93-9 s 100 Calcium Phosphate Dibasic [Dicalcium NH 1500.0000 Lbs Nonconductive; Noncombustible; Storage/131; Use-Process/137-140, 142-145; Use-
Phosphate) [CaHO4P] [MP: 350oF) [pH: Melts before it ignites R&D/108, 204
7)[HR:0)
9 75-09-2 L >/=70 Dichloromethane [Methylene Chloride) CA, CR, OHH, P65 0.2642 Gins Use-Storage/R&D 204 [Use in exhausted fume hoods]
[Methane Dichloride] [Freon 30) [BP:
104oF; FP: None) [HR: H3 COR]
10 77-76-9 L 100 Dimethoxypropane (2,2-) [FP: 12oF; BP: FL 1 B, IR, OHH, 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods)
83oF) [HR: H3 F3 R1) UR1
11 67-68-5 L 100 Dimethyl Sulfoxide [DMSO) [Methyl CL3A, JR, SN 0.2642 Gins CLV Use-Storage/R&D 204 [Use in exhausted fume hoods)
Sulfoxide) [RiboGreen-Component B
[PicoGreen-Component A) [PicoGreen]
[BP: 55oC/5mm; FP: 185oF; MP: 18.4oC)
[LDS0-0: 14 g/kg) [RTECS# PV6210000)
[HR: H2 F2]
LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
Building is protected throughout by an automatic fire sprinkler system.
-------------------10-24-00 Page 2
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis: Hazardous and Nonhazardous Materials
-Item CAS# State Cone;% !l/latefial ,, . Hazari;I (::las~ · SJorage l,Jni~. NFPA. 4~9 Dljs{Cohditio~~ L,J:V l,®ati~li
12 64-17-5 L >/=70 Ethanol [Ethyl Alcohol)[Reagent Alcohol] FL1 B, IR, OHH 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
[Molasses Alcohol] [Aromatic Elixir]
[ETOH] [Polyamide Rinse] [FP:55.6oF;
BP: 78.32oC] [LEL: 3.3%; UEL: 19%]
[HR: H3 F3]
13 141-78-6 L 100 Ethyl Acetate [BP: 76oC; FP: 26oF; AIT: FL1B, IR 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
800oF] [LEL: 2.2%; UEL: 11.5%] [HR: H2
F3]
14 60-29-7 L 100 Ethyl Ether [Ether][Diethyl Ether][FP: -FL1A, IR, RMP-T2 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
40oF; BP: 94.6oF] [HR: H2 F4] ----------------------------------------------------------
15 64-18-6 L 100 Formic Acid [BP: 1000; FP: 156oF][LD50-CL3A, CR 0.2642 Gins CLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
O: 1,076 mg/kg; LC50: 15,000 ppm] [pH:
2] [RTECS# LQ4900000] [HR: H3 F2
COR]
--------------------------------------------------------------------------
16 56-85-9 S 100 Glutamine (L-) [MP: 1850] [RTCS# NH 1500.0000 Lbs Nonconductive; Noncombustible; Storage/131; Use-Process/137-140, 142-145; Use-
MA2275100] [HR: OJ Melts before it ignites R&D/108, 204
17 142-82-5 L 100 Heptane (N-) [Chemelex Film Cleaner] FL 1B, IR 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
[FP: 39oF; BP: 98oF] [HR: H2 F3]
---------·------
18 110-54-3 t 100 Hexane (n-)[BP: 156oF; FP:-10oF] FL 1B, IR 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
[RTECS# MN9275000] [HR: H2 F3]
19 7647-01-0 L >/=50-100 Hydrogen Chloride [Hydrochloric Acid] CR, PSM, RMP-T1 0.2642 Gins Use-Storage/R&D 204 [Use in exhausted fume hoods]
[Muriatic Acid] [50-100%] [HCI] [Acid] [pH:
<1] [LD50-O: 900 mg/kg; LC50: 3,124
ppm] [HR: H3 COR]
20 7722-84-1 L >27.5-52 Hydrogen Peroxide [H2O2] [Electro-Brite CR, OX2, UR1, 0.1320 Gins Use-Storage/R&D 204 [Use in exhausted fume hoods]
Co-Bra Etch] [Dexter CE2205] [>27 .5% to PSM
52%] [UN 2014] [HR: H3 R1 COR OX]
21 87-89-8 S 100 Inositol (Myo-)[1,2,3,5/4,6-NH 1500.0000 Lbs Nonconductive; Noncombustible; Storage/131; Use-Process/137-140, 142-145; Use-
Hexahydroxycyclohexane] [Meso-lnositol] Melts before it ignites R&D/108, 204
P-lnositol] [C6H12O6] [MP: 227oC] [HR: OJ
22 67-63-0 L >/=70 lsopropanol [lsopropyl Alcohol][2-FL 1B, IR 0.2642 Gins FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
Propanol] [Alcohol] [LD50-0: 5,840
mg/kg; LD50-S: 13,000 mg/kg) [FP: 53oF;
BP: 82.5oC] [LEL: 2.5%; UEL: 12%] [HR:
H2F3]
LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
Building is protected throughout by an automatic fire sprinkler system.
------
-------------------10-24-00 Page 3
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis: Hazardous and Nonhazardous Materials
, ltl;lm CASf# S~te Cone% N!ateri"I 1-!~r<! Class , Storage Units NFPA499 .Dust Conditions LEV i;.ocation
23 9050-36-6 s
24 67-56-1 L
25 7697-37-2 L
-----------------
26 7727-37-9 CG
27 7601-90-3* L
---------·-·-· -------
28 77-09-8* L
29 7664-38-2* L
30 110-86-1 L
31 58-56-0 s
32 112926-00-8 s
33 9010-10-0 s
100 Maltodextrin [Mallrin] [H(C5H100s)nOH] NH
[Ignition Temperature: 350oF] [HR: OJ
>/=50 Methyl Alcohol (Methanol] (Wood Sealer] FL 1 B, IR
[Pen Fix] (Reagent Alcohol] [Blue Blox]
[FP: 52oF; BP: 64.7oC/148oF] [LEL: 6%;
UEL: 36.5%] [Autoignition: 878oF] [Vapor
Pressure: 100mm @21.2oC] [HR: H2 F3]
41-85 Nitric Acid [41 % to 85%)[HN03][Acid] CR, OX2, PSM,
[SB-RO 150 Acid] [pH: <1] [FP: None] RMP-T1, RMP-T3
[HR: H3 COR OX]
100 Nitrogen [N2] [mw: 28.02] [<0.09% Nitric NH
Oxide] (13.8 cf/lb] [HR: H2]
60-72 Perchloric Acid (60-72% in Solution] [HR: CR, OX3, WR1,
H3 R1 COR OX WR] PSM
0.5-1 Phenolphthalein Solution (0.5-1% CA, FL1B, IR,
Solution in 50% in Ethanol or lsopropyl OHH, P65
Alcohol] [HR: H2 F3]
>50 Phosphoric Acid [H3P04] [Portein Assay] CR
[BP: 232oF] [Acid-Inorganic] (LD50-0:
>4,400 mg/kg; LD50-S: >3,260 mg/kg]
[pH: 1.5] [RTECS# TB6300000] [HR: H3
COR]
100 Pyridine [Azabenzene) [Azine] [FP: 68oF; FL 1 B, IR
BP: 115oF] [HR: H2 F3]
100 Pyridoxine Hydrochloride [Vitamin 86
Hydrochloride] [MP: 204-214oC]
[RTECS# UV1350000] [HR: H1]
100 Silica [Synthetic Amorphous Silicon
Dioxide Hydrate] [Silica Gel] [HPLC
Sorbent] (Amphorous Silicon Dioxide]
[Silicic Acid] [Kieselguhr] [Acematt
OK414] [Acemal OK500] [Si02] [MP:
1700oC] [pH: 5-8.5] [HR: H1]
IR
IR
100 Soy Protein Isolate (Ignition Temperature: NH
260oF] [HR: OJ
1500,0000 Lbs Nonconductive; Combustible at Storage/131; Use-Process/137-140, 142-145; Use-
>/=350oF; NEC Group G R&D/108, 204
0.2642 Gins FLV Use-Storage/R&D 204 (Use in exhausted fume hoods]
0.2642 Gins
610.0000 Cf
0.1320 Gins
0.2642 Gins
0.2642 Gins
0.2642 Gins
1500.0000 Lbs Nonconductive; Noncombustible;
Melts before It ignites
1500.0000 Lbs Nonconductive; Noncombustible;
Melts before it ignites
1500.0000 Lbs Noncomductive; Combustible at
>/=260oF; NEC Group G
Use-Storage/R&D 204 [Use in exhausted fume hoods]
Storage/112; Use/R&D 204
Use-Storage/R&D 204 [Use in exhausted fume hoods]
FLV Use-Storage/R&D 204 (Use in exhausted fume hoods]
Use-Storage/R&D 204 [Use in exhausted fume hoods)
FLV Use-Storage/R&D 204 [Use in exhausted fume hoods]
Storage/131; Use-Process/137-140, 142-145; Use-
R&D/108, 204
Storage/131; Use-Process/137-140, 142-145; Use-
R&D/108, 204
Storage/131; Use-Process/137-140, 142-145; Use-
R&D/108, 204
LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
Building is protected throughout by an automatic fire sprinkler system.
-------------------10-24-00 Page 4
Seltzer Chemicals Inc. -2840 Loker Avenue/Suite 150, Carlsbad CA -Inventory Analysis: Hazardous and Nonhazardous Materials
Item -CAS#
34 7664-93-9
35 107-35-7
36 109-99-9
37 67-03-8
38 7695-91-2
39 121-44-8
$late Cone:;% Material Hazard-Class
l
s
l
s
l
l
67-100 Sulfuric Acid [H2SO4l[Acid][LC50-CR, TX, WR2,
Inhalation: 254 ppm] [lD50-Oral: 2,140 RMP-T3
mg/kg] [DOT Class 8VPG II] [HR: H3 R2
CORWR]
100 Taurine (2-AminoethanesulfonicAcid] IR
[MP: >3000] [NH2CH2CH2SO3H) [lD50-
O: >5 g/kg] [FP/lgnition Temperature:
572oF] [RTECS# WX0175000] [HR: H1]
100 Tetrahydrofuran [FP: 1oF; BP: 69oC] Fl 1 B, IR
[RTECS# lU5950000] [HR: H2 F3]
100 Thiamine Hydrochloride [Vitamin 81 IR
Hydrochloride] [Aneurine] [MP: 248oC]
[RTECS# X1735000] [HR: H1]
100 Tocopherol Acetate (a-) [Vitamin E Cl3B
Acetate] [O-Acetyl-a-Tocopherol] [dl-
Alpha-Tocopheryl Acetate] [2,5,7,8-
T etramethyl-2-( 4 ,8, 12-T rimethyl-T ridecyl-
6-Chromanol Acetate] (C31H32O3] [BP:
184oC; FP: 260oC] [lD50-O: 20 g/kg]
[RTECS# GA8747000] [HR: F1]
100 Triethylamine [Diethylaminoethane] [TEA] CR, Fl 18, TX
[BP: 88.BoC; MP: -1150; FP: 20oF]
[RTECS# YE0175000] [HR: H3 F3 COR]
Stqrage Qni~ -NFPA499 Dust Condjti9ns LEV Location,
0.2642 Gins Use-Storage/R&D 204 [Use in exhausted fume hoods)
1500.0000 lbs Noncombustible; Combustible at Storage/131; Use-Process/137-140, 142-145; Use-
>/=572oF]; Melts before it ignites R&D/108, 204
0.2642 Gins Fl V Use-Storage/R&D 204 [Use in exhausted fume hoods]
1500.0000 Lbs Nonconductive; Noncombustible; Storage/131; Use-Process/137-140, 142-145; Use-
500.0000 Gins
0.2642 Gins
Melts before it ignites R&D/108, 204
Storage/131; Use.Process/137-140, 142-145; Use-
R&D/108, 204
FlV Use-Storage/R&D 204 [Use in exhausted fume hoods]
LEV: Local or general/area exhaust ventilation required for Class I, II and Ill-A Liquids use-open conditions. CLV-Combustible Liquid Vapor. FLV-Flammable Liquid Vapor.
Storage Amount= Maximum amount of use+storage, unless otherwise noted. Not all materials are in use at the same time, with <10% in use at any time.
Building is protected throughout by an automatic fire sprinkler system.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA
UNIFORM/CALIFORNIA CODES ANALYSIS
HAZAROOUS MATERIALS INVENTORY ANALYSIS
ATTACHMENT 1C -DEFINITIONS FO.R ABBREVJA TIONS
23 October 2000
Prepared by
T Eriksen-Rattan Associates Inc.
4719 Palm Avenue
La Mesa, California 91941
Telephone 619.466.6285
FAX 619.466.6233
EMAIL MaryRattan@thecoderesource.com
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DEFINITIONS FOR ABBREVIATIONS
HAZARDOUS MATERIALS INVENTORY ANALYSIS
A: Aerosols
• AL 1 -Aerosol Level 1
• AL2 -Aerosol Level 2
• AL3 -Aerosol Level 3
C: Cryogenics
CA: Carcinogens
CABS: Safety Cabinets
• Approved/listed gas cabinets
• Approved/listed flammable liquids
storage cabinets
• Approved/listed hazardous
materials storage cabinets
CD: Combustible Dusts
CF: Combustible Fibers
CG: Compressed Gases
CL: Combustible Liquids
• CL2 -Combustible Liquids II
• CL3A -Combustible Liquids Ill-A
• CL3B -Combustible Liquids 111-B
CONC %: Concentration
CP: Consumer Product -Not
Regulated
CR or COR: Corrosive
CRY: Cryogenics
• CRYF -Cryogenic Flammable
• CRYO -Cryogenic Oxidizer
EX: Explosive
FG: Flammable Gas -
Gaseous
FGL: Flammable Gas -
Liquefied
FL: Flammable Liquid
• FL 1A -Flammable Liquid I-A
• FL 1 B -Flammable Liquid I-B
• FL 1 C -Flammable Liquid I-C
• Combination -IA + 1 B + 1 C
FS: Flammable Solid
G: Gas
Haz Class: Hazard
Classification
HR: Hazard Ranking
• F -Flammability
• H-Health
• R -Reactivity
HT: Highly Toxics
IR: Irritants
L: Liquid
LG: Liquefied Gas
LOC: Location/Control Area
Name:
• Chemical Name
• Material Name
• Product Name
NFP: No Fire Point
NH: Non-hazardous
OHH: Other Health Hazards
OP -Organic Peroxides
• UD -Unclassified Detonable
• OP1 -Organic Peroxide I
• OP2 -Organic Peroxide II
• OP3 -Organic Peroxide Ill
• OP4 -Organic Peroxide IV
• OPS -Organic Peroxide V
OX: Oxidizer
• OX -Oxidizer Gas
• OX1 -Oxidizer 1
• OX2 -Oxidizer 2
• OX3 -Oxidizer 3
• OX4 -Oxidizer 4
PY: Pyrophoric
RAD: Radioactive
• RADA -Alpha
• RADB-Beta
• RADG -Gamma
S: Solid
SN: Sensitizers
State: Material/Physical State
TX: Toxic
UC: Use-Closed System
UO: Use-Open System
Units:
• Cu-Curies
• Cf -Cubic Feet
• Gins -Gallons
• Lbs -Pounds
• MCc -Microcuries
• MCi -Millicuries
UR: Unstable Reactive
• UR1 -Unstable Reactive 1
• UR2 -Unstable Reactive 2
• UR3 -Unstable Reactive 3
• UR4 -Unstable Reactive 4
WR: Water Reactive
• WR1 -Water Reactive 1
• WR2 -Water Reactive 2
• WR3 -Water Reactive 3
>15 psi: Pressure@>15 psig
• CL Pressurized@ >15 psig
• FG Pressurized@ >15 psig
• FL pressurized@ >15 psig
California & Federally
Regulated Chemicals,
Materials & Substances:
• P65: California Proposition 65
chemicals identified in California
as Carcinogens or Reproductive/
Developmental Toxins [OHH]
• PSM: OSHA Process Safety
Management Acutely Hazardous
Materials
• RMP-T1: Federal Regulated
Substances for Accidental Release
Prevention
• RMP-T2: Federal Regulated
Flammable Substances for
Accidental Release Prevention
• RMP-T3: California Regulated
Substances for Accidental Release
Prevention
NOTE:
• Includes products/ mixtures/
materials containing regulated
chemicals, materials &
substances.
• Includes materials, chemicals &
substances identified through CAL-
ARP in California.
• Reporting/disclosure through
CUPRA and/or Local/County/State
Health or other agencies may be
necessary -i.e.: Business Plan
[BP], Risk Management Plan
[RMP] or both.
~Eriksen-Rattan Associates Inc.
4719 Palm Avenue -La Mesa, California 91941
Telephone 619.466.6285 FAX 619.622.6233 EMAIL erai@eciti.com 9/00
·Hazardous Materials , SAN DIEGO REGIONAL
b
HAZARDOUS MATERIALS QUESTIONNAIRE •••••••••
.
=.is .. . :J!Jiiii, _., .-.-!"'
. .. Pll1l1III mrlll. lllTIICT
COIITY IP UI D1110
Business Name Contact Person Telephone
Seltzer, Inc. Wavne T. Seltzer 760-438-0089
Mailing Address City State Zip Plan File#
5927 Geiger Court Carlsbad CA 92008
Site Address City State Zip Plan File#
2840 Loker Ave., Suite 150 Carlsbad CA 92008
PART I: FIRE DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION
Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any oi the items are
circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal.
1 . Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophorics 10 •. cryogenics 13. Corrosives
2. Compressed Gases 5. Organic Peroxides 8. Unstable Reactives 11. Highly Toxic or Toxic Materials 14. Other Health Hazards
3. Flammable or Combustible Liquids 6. Oxidizers 9. Water Reectives 12. Radioactives
PARTII: COUNTY OF SAN DIEGO HEALTH DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION:
CONTINGENCY PLAN REVIEW:
If the answer to any of the questions is yes, applicant must contact the County of Sa'n Diego Hazardous Materials Management
Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261, Telephone (6191338-2222 prior to the issuance of a
building permit.
FEES MAY BE REQUIRED
Yes
1.0 2.0
3.Q
4,0 s.·o
~ ~ _)s your business listed on the reverse side of this form? Food Blends
~Will your business dispose of Hazardous Substances or Medical Waste in any amount? q:y Will your business store or handle Hazardous Substances in quantities ·equal to or greater than 55 gallons,
__,/ 500 pounds, 200 cubic feat or carcinogens/reproductive toxins in any quantity?
~Will your business use an existing or install an underground storage tank?
02T Will your business store or handle Acutely Hazardous Materials?
PART 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT
OFFICE USE ONLY
D RMPP Exempt
I
Date Initials 0 RMPP Required
Date Initials D RMPP Completed
I
Date Initials
If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123.
Telephone (619) 694-3307 prior to the issuance of a building permit.
YES NO
1 . D ~Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the
___/.everse side of this form? No cate_qo:i;-v.. is exact
2. D ~ ~ANSWER ONLY IF QUESTION 1 IS YES.) Will the subJect facility be located within 1,000 feet of the outer boundary of a school (K through
1 2) as listed in the current Directory of School and Community Collage Districts, published by the San Diego County Office of Education and
the current California Private School Directory, compiled in accordance with provisions of Education Coda Section 331907 ·
Bnetly describe nature of the intended business act1V1ty:
Blend Food Products/Nutrients
Name of Owner or Authorized Agent:
Wayne T. Seltzer
-~z...d_aclara under penalty of perjury that to the bast of my knowledge and belief the responses made herein are true
. Data: /; /2-/4D
;
FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. ______________________________ _
BY: _____________________________________ Data:, _________________ _
EXEMPT FROM PERMIT REQU1REMENTS
COUNTY-HMMD
Enviroamc:ntal Hcallh Servicca
DHS:HM-9171 (6/92)
APCD
APPROVED FOR BUILDING PERMIT BUT NOT occ·uPANCY
COUNTY-HMMO APCD
APPROVED FOR OCCUPANCY
COUNTY·HMMD APCD
County of Sau Diqo
Dep&l1mCllt of Hcallb Services
FAX TO:
NAME:
FAX.: City of Carlsbad
· PHONE:
NO. OF PAGES: Plumbing -Electrical -Mechanical Worksheet
Project Address z.530 ( D~A'-/e. t. <S:"T. \S'o DATE: .
Permit No. ------
Questions below refer to work being done for this permit only.
Plumbing
• Number of new or relocated fixtures, traps, or floor drains?
• New building sewer line?
• Number of roof drains?
• Install/alter water iine?
• Number of water heaters?
• Number of hose bibs?
• Gas piping system -
• Number of new or relocated gas outlets
\0
Yes __ ~
Yes X No_}\(_
t
Install ,k Repair
4
• New water meter -No. of Size -----
Potable _____ Irrigation
Electrical
• Number of new panels or subpanels? 14
Size of New Service l'.2P:=?A
• Single Phase
• Three Phase 2Cf3:> 'I
Size . Number of amperes . -t-
Number of amperes 9 @ 2:§JA
• Three Phase -480
• Remodel (relocate existing outlets/switches or add .outlets/switches \
~C:::/::> Number of amperes I;'(?.. 1rSJ-ft
Yes · No )S.
· Mechanical
• Number of furnaces, A/C, or heat pumps?
• Number of fireplaces? 0
• Number of exhaust fans?
• Number of exhaust hoods? 0
• Number of boilers or compressors? Number of HP?
• New or relocated duct work? Yes_l(_No __ _
BEFORE THE PERMIT CAN BE FEE'D OUT THIS FORM NEEDS TO BE RETURNED TO THE
BUILDING DEPARTMENT -FAX NUMBER (760} 602-.8558.
.al
(
·'
I .--/;;:_ I • , f , /, ' 4 I , c' If 3/tP,-, {;; {J;y ['/I I '{ (A-J ~ / .
. . ~1 L-,Gci, 3 b/ /l .7" (' Jtvwf Wcf
f I I ;).7 / dZ) f_s9 d CdV) f' r:.:"---< .. l_ ~ '/D t1l £
1 -~l.co/c~o CC:~-?-j ~ F.c.
ltfY:XJ--Covv ~ ..[( a..k_v ff /2z 4--</ L/ t{
-, G~:J',,/ 64 5 € ~
. ·-;>-/21 /Crc.) t::5~ ce { Lvn __
I//, ('],, r/ be:, fl, 7C-U-l C,uuf-
( ~( Li {6LY-f i5ilu?_l
~
,,U;; jl1J
f(~~~ ,....
{ ~ ~-C~
~
BUILDING
PLANNING
ENGINEERING .
FIRE APPR/FORM
. ll
I , HEALTH DEPT : / C[J/d2 : HAZ MAT/ AIR QUAL r OTHER SEWER DISTR
BLDG GRADING LETTER TO FROM
APPLICANT APPLICANT
PLAN CORR -----it------ENG CORR
-----ir-----SCHOOLFORM
CFO FORM -,:,:;--:-,:-r,,,r:,~-r----PE & M WORKSHEET
________ BLDG FEES COMPLETE
I
02/26/200'1
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
Project Title:
Applicant:
STEPHEN HALL
SUITE 210
City of Carlsbad
1635 Faraday Av Carl~bad, CA 92008
Plan Check Revision Permit No:PCR01044
Building Inspection Request Line (760) 602-2725
2840 LOKER AV EAST CBAD
PCR
Lot#: 0 2090820500
$0.00 Construction Type: NEW
SELTZER CHEMICAL
REDESIGN OF STEEL FRAME-RESIZE COLUMN
Owner:
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
COCC ASSCS LTD
C/O MADISON SQ PROP INC
ISSUED
02/12/2001
MDP
02/26/2001
02/26/2001
777 S HWY 101
SOLANA BEACH 92075
858-481-4141
5414 OBERLIN DR #140 2567 02/26/01 0002 0.1.
SAN DIEGO CA 92121 CGP
Total Fees: $109.00 Total Payments To Date: $0.00 Balance Due: $109.00
Plan Check Revision Fee $109.00
FINAL APPROVAL
Inspector: Date: _____ _ Clearance:
NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which you have previously been aiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
02
109.00
PERMIT APPLICATION
... '"· 1
CITY OF CARLSBAD BUILDING DEPARTMENT ·
1635 Faraday Ave., Carlsbad, CA 92008
FOR OFFIC~E,~
PLAN CHECK No!C>41
EST. VAL. _________ _
Plan Ck. Deposit..,.. _______ _
Validated By ____ {j&,....._ _________ _
Date z:_/ 2-6/
Address (include Bldg/Suite #) -C:)i A Business Name (at this address)
,/V\ ISQqJ'.2,_.
Lot No. Subdivision Name/Number
Existing Use
Name Address City State/Zip Telephone#
(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 [$5001).
~1...r--,~M ewr~tJ~ :fl....ff=. g:,1 ~11JrJ1e. C1t ;'.12CM 1foo · ~ 1=114-Name Address City State/Zip Telephone# ~~# a ~~ ~~~#~~-~=-~= ~~
Designer Name ~ 4-{4--f
State License # Col Z{t,q ~
ra~-:crwolfKe~NS1\rioNm:17~7,--:·Tf::?7~7:c--::.,c;J,~::-·.,--:::;;,:::1,o:, ·.·:r:,z:;:;;r;:-<z:-:--:-:;--:::::r,"-r.;.,-z--;.;.3·,,:::,
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 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.
0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company____________________ Policy No •. ____________ Expiration Date _______ _
(THIS SECTION NEED NOT BE COMPlaETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE. _____________________________ DATE ________ _
n)':,t;i;i:1)jllNEJ1:Bul~DER;!DEC~R~fio111~:-:7;:c:.-;c: ,:;;· ::· .. ~-','{ :( ,~.:.:~./ :::~~"1~-i'?j,:,'.;,t 1: 0''c°'-C:::.:~. ·-··-
I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 'b 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). ·
0 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. 0 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 / 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 ________ _
~Q'.m'P~.s:t~f{lf~j'£f,iQWf9l\~&q~?hg~jpJ?ltl~psµ1¢.Plfi~:i~~iMff-$.i]:rf~Yr.~~TIS:,t:;-J t:·":I,f.tEitt:::.C:::LCfr..:£:~:s:~N:Jtt;.:,.:~;:l'f:;':'::i,.;: .:·::K:' C! tHti
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 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.
r~;;~:1:®5,fi!$,1'.1JV<>.1:tQt11:1cetilpJfl~W~ -~~·::;;r;;;f::;;;1,~:~::::::1~;).[::1:J';-i;~::;,1.:,:::::.,.
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 _____________ _
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 permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not co enced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
at any time after the work is comme Cft<liil>ll~ll'llriod of 180 days (Section 106.4.4 Uniform Building Code).
DATE ~-11. Of
DATE: 2/20/01
JURISDICTION: Carlsbad
EsGil C9rporation
'l.n Partners/i.ip wit/i. (]ovemment for '13uilaing Safety
PLAN CHECK NO.: 00-4060 (PCR0l-044) SET:I
PROJECT ADDRESS: 2840 Loker Ave. East
PROJECT NAME: SCI Blending Facility TI (Revision)
~NT}
0 PLAN REVIEWER
0 FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
• The plans transmitted herewith will substantially comply with the jurisdicti9n'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
II REMARKS: A. Each sheet of the plans and revised sheets must be signed and sealed by the
licensed architect assuming design responsibility. B. The attached replacement sheets must be
incorporated into the city set II plans to make an approved 2nd set of plans.
By: Chuck Mendenhall
Esgil Corporation
D GA D MB D EJ D PC 2/16/01
Enclosures:
trnsmtl.dot
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: CM
PLAN CHECK NO.: 00-4060 (PCR01-044)
DA TE: 2/20/01
BUILDING ADDRESS: 2840 Loker Ave. East
BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: III N
BUILDING AREA Valuation Reg. VALUE
PORTION ( Sq. Ft.) Multiplier Mod.
Misc Rev NA HRLY
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
1994 UBC Building Permit Fee , ... 1
Error: You checked Comp. Review and Hourly at the same time
1994 UBC Plan Check Fee I ,.. I
Type of Review: 0 Complete Review D Structural Only
D Other D Repetitive Fee
CGRepeats 0 Hourly 1 j Hour(s) *
Esgil Plan Review Fee
* Based on hourly rate
($)
I I
$87.151
Sheet 1 of 1
~ '
February 12, 2001
Esgil Corporation
9320 Chesapeake Drive, Suite 208
San Diego, CA 92123
Re: SCI BLENDING FACILITY
Carlsbad Permit No. CB01044
ARCHITECTS
Please find attached revised plans and calculations for a steel frame. The columns of the frame have
been corrected to Wl 4:x26 and the attached calculations are provided. We have been authorized by the
City of Carlsbad to carry these revisions directly to you. We have not revised the approved plans, but
will do so upon your approval of the revisions.
The columns are revised on sheets S2 and S3 between gridlines 9 and 10 and gridlines E and G.
Detail 8/S5 is revised to change the top and bottom plates to 3/4".
If you have any questions, please do not hesitate to call.
St n W all
Chapo & Hall Architects
777 S. Hwy 101, Suite 210 Solana Beach, CA 92075 Telephone (619)481.4141 Facsimile (619)481.8034
,Feb~09-0l ll:37A Ahmad . ' ,. 760-738-8364 P.01
IM EIIGINEEBS
Consulting structural engineers
325 W. 3rd Ave., Suite 2C6 i Escondido. CA. 92025
Phone (760) 741-7306i Fax (700) 738.fil64
STRUCTURAL CALCULATIONS
PROJECT NAME
PROJECT NO.
CLIENT
This signature is to be a wet
signature not a copy
APPROVED
SC! Blending Facility
20084
Chapa & Hall Architects
I
I
A, f-'\.
DATESJGNED 1---6-r:>I J
I
I
1
I
I
I
I
1
I
DESIGNED
BY . A. M. .
DATE: November 2000
Feb-09-01 ll:34A Ahmad ..
l
PROGRAM,: General Frame Analysis v2.os
AM Engineers
JOB: 20084
RUN: Sci ---------.::::
760-738-B364 P.02
lo
PAGE NO. a_
TIME: Fri Feb 9 11:51:06 2001
JOB NO. : e
:;:;==
NOD AL I N F O R M A T I O N
NODE NODAL COORDINATES SUPPORT CONDITIONS
NO X y CODE PX STIFF PY STIFF M STIFF
======:::
Units Ft Ft K /In K /In K -In /Deg
1 0.000 0.000 H
2 0.000 14.000
3 11.000 14.000
4 11.000 0.000 H
--:::::===-=====
EL EM E NT I NF ORMA T I O N
ELEM NE PE ELEM BETA PROP ELEM NE PE
NO NODE NODE LENGTH ANGLE TYPE TYPE HINGE HINGE
Units : Ft Deg
1 1 2 14.000 90.00 1 BEAM
2 2 3 11. 000 o.oo 2 BEAM
3 4 3 14.000 90.00 1 BEAM
p R 0 p ER TY I N F ORMA T I 0 N
PROP SECTION
NO NAME MODULUS AREA I DIST
Units . K /In 2 In2 In4 Ft ..
1 W l4X26 2.9e+004 7.69 245
2 w16x31 2.9e+004 9.12 375
NOD AL LO AD I NF ORMA T I O N
REC LOAD LOAD PX PY M
NO CASE TYPE DX DY BETA
Units : K K Ft-K
Ft Ft Deg
Description : seismic
Node List : 2
1 1 FORCE 8.20 0.00 o.oo
Fep~09-0l 11:34A Ahmad
PROGRAf1 : General Frame Analysis v2. 0·5
AM Engineers
JOB 20084
RUN: Sci
760-738-8364 P.03
I I =
PAGE NO.~
TIME: Fri Feb 9 11:51:09 2001
JOB NO. : Ji1§
--=====
NOD AL
DX
D I S P L A C E M E N T S
NODE
NO
1
2
3
4
ELEM
NO
NODE
NO
1
2
3
1
4
LOAD
CASE
LOAD
CASE
1
1
l
1
1
1
l
LOAD
CASE
1
1
Units: In
0.0000
1.1672
l.1652
0.0000
DY
In
0.0000
0.0079
-0.0079
0.0000
ELEMENT FORCES
NODE
ROTATION
Deg
-0.5537
-0.0868
-0.0865
-0.5528
NO AXIAL SHEAR
1
2
2
3
4
3
Units: K
10.4364
10.4364
-4.0974
-4. 0974·
-10.4364
-10.4364
R E A C T I O N S
Units
PX
K
-4.1026
-4.0974
PY
K
-10.4364
10.4364
K
4.1026
4.1026
-10.4364
-10.4364
4.0974
4.0974
MOMENT
K -Ft
0.0000
0.0000
MOMENT
K -Ft
0.0000
57.4364
57.4364
-57.3636
0.0000
57.3636
Feb-09-01 ll:34A Ahmad . . ... ' '
PROGRAM,: General Frame Analysis v2.05
AM Engineers
JOB 20084
RUN: Sci
760-73B-B364 P.04
===============---
TIME
PAGE NO. :S
Fri Feb 9 11:51:09 2001
JOB.NO. : -
NOD AL DISPLACEMENTS
NODE LOAD
NO COMB DX DY ROTATION ____ .....,
Units : In In Deg
LOAD COMBINATIONS:
COMB 1 . 1.00 X CASE 1 .
1 1 0.0000 0.0000 -0.5537
2 1 1.1672 0.0079 -0.0868
3 1 1.1652 -0.0079 -0.0865
4 1 0.0000 0.0000 -0.5528
E L E M ENT REPORTS
ELEM LOAD NODE
NO COMB NO AXIAL
Units: K
LOAD COMBlNATIONS:
COMB 1: 1.00 X CASE 1
1 1 1 10.4364
2 10.4364
2 l 2 -4.0974
3 -4.0974
3 1 4 -10.4364
3 -10.4364
R E A
NODE LOAD
NO COMB PX
Units . K .
LOAD COMBINATIONS:
SIGN CONVENTION . BEAM DESIGNERS .
SHEAR MOMENT MAX MOM/DEFL
K K -Ft K -Ft /In
4.1026 0.0000
4.1026 57.4364 -0.1756
-10.4364 57.4364
-10.4364 -57.3636 -0.0178
4.0974 0.0000
4.0974 57.3636 -0.1754
C T I 0 N s
PY MOMENT
K K -Ft
DIST
Ft
8.08
2.33
8.08
,Fep~09-01 11:35A Ahmad . ... . . \
PROGRAM. : General Frame Analysis v2. 05
AM Engineers
JOB: 20084
RUN: Sci
R E A C T I O N S
NODE
NO
LOAD
COMB
COMB 1: 1.00 X CASE 1
1 1
4 l
PX PY
-4.1026 -10.4364
-4.0974 10.4364
760-73B-B364 P.05
TIME
--------------------
PAGE NO.$
Fri Feb 9 11:51:09 2001
JOB NO. : S
MOMENT
0.0000
0.0000
February 12, 2001
Esgil Corporation
attn: Chuck Mendenhall
9320 Chesapeake Drive, Suite 208
San Diego, CA 92123
Re: SCI BLENDING FACILITY /
Carlsbad Permit No. PCR 00-4060
J1
rf
ARCHITECTS
Please find attached revised plans for field changes for the reference project. The following changes
were made based on field conditions. These changes are in addition to the previously described
structural changes to the steel frame.
1. Detail 29/ A9 .1 : The purlins of the existing roof run perpendicular to the wall and a main sprinkler
line runs in line with the top of the 6" wall. We have changed the detail to have a 2" cripple wall
between the purlins. The cripple wall is not used for structural purposes.
2. Deatil 23/A9.2: The diagonal bracing at the top of the wall was deleted where ceiling joists and
gypsum board ceilings occur.
3. Detail 13/A9.2: Additional information regarding ceiling joist sizes and connection to the existing
wall was added.
4. Detail 3/A9.2: The existing rebar in the slab and wall were cut during demolition. The detail is
revised to provide epoxy ties into the existing slab and wall.
5. Sheet S3: Detail 13/S6 was changed to 11/S6. The revised detail is for studs bearing on top of the
wall instead of on a ledger.
6. Shear wall 5 between gridlines H and J was relocated to fall over the footing.
7. A CMST strap was added at gridline G to tie the shear wall across and existing column below.
8. Detail 4/SS was changed to use HDSA anchors and to clarify dual use of bolts for both the ledger and
anchors.
9. Detail 6/SS was changed to add the CMST strap.
10. Detail 11/S6 was changed to show back to back channels at the ends of the ceiling joists.
If you have any questions, please do not hesitate to call.
777 S. Hwy 101, Suite 210 Solana Beach, CA 92075 Telephone (619)481.4141 Facsimile (619)481.8034
Fep-09-01 11:35A Ahmad 760-738-8364 P.06
. ,_8,.
A M ENGINEERS
Consulting Structural Engineers
(760) 7 41-7306
-5p& !AL _SEl)t'_I_/ L l<.J.40 · for(JS .
. · J;(D~J/4~-1-1.~·0.~
&.:::Af';._ ::::2.S:£h . · .. ·
f
Mo~slt:N -::: S '1. 44 f-. 2 5 · ..--.:ft;.,./ J:::. : ·
.Tli:N51o.J....: 4.\ J<....2./3, .. ·-::... )j_51< ..
.w'll-.y 3.\
-F~ ft;lxi7-+lls/t-,::-··1·1.7.41_~-.
f t;.g,,a
Ft ~a~x 3{, .:-"2-2. ~5,· ·
Ap::: JJ:.J. 4 I . ~· t5.791,/ -z..-L . . .
r _.,,.-,,,,.-,.,, ,.7 ,. I
JOB J.--t.c.'/f../· .. ':':-t6,p,r
• sHEETNO.c , oF--=c.....,3 __ _
CM.CUI.ATEOBY A-t:::' DATE 12--1.?0
. : :
l
TvPflAvC-< .. A1Ui! _::; '.5··x7//l, ::::-2,:/1 //l.
t:t4tr rAJ3 R('"~,;J., .s. 71-~~J&f. ;:,:t,o ·:, .. ;_ L: . , . · . < .... : .
. . .
// It //
./4-x G x:flc[JJ.
l j .. '"j f;,r:r · .. · ·/J ---1.h11 : ·-;:-·-·:--~&. zi--. -. -;,-_ t7 .
-•. . .. . w.
CJ. ', ·.r11e Wei?-//( .vF ~l.'=>l{N'/:-Tllj-(,,li~ NA.$. ~lf,J A·imco ·ra T,t1t Mf?-tA~Jk/~ U.TEfA-(
FoAcr.s Iser;. f'Ac;:t-l.) . so· 00 61/P.5 ~1:1.j),iJ '5'.f~~-f 1a..:R. ~"':> i?ffi<l ,x-src.-vra
~!<-Tt!A1 fJtftn Tlu:.._.r .. :'f!a:K Tl£ s· \!Av'~ &"'f ..J: fFtJ~1.'.V.~O -
Fab-09-01 ll:35A Ahmad ' .
A M ENGINEERS
Consulting Structural Engineers
(760) 7 41-7306
c;,,t. I
1-1~14-.'
AX.IA,.\.. ~ lc:?Aq J::.-__ '
{
f1o.M'i.,.j1 i. '57. 3_7 -~
I.,. 1 r
I '.-2& · ,_ l9Sc.;, -·1 , --.I_. -1· ·: -:::-t,?, o7--_,..._ . ,.) ·-JL::.. I& 78 ·1i::I . c;, .. _-.... : . . . :
760-738-8364
_J.J-), .. ·11_),;~!,c.{ JOB ;;r 1,,.....,., ,.._,. .
,sHeeroo._C-3~--~----oF c~
P.07
CALCULATW GY fA 'I'-·· OATE I '} -u 0
. -. . . -: -~ . ..
. .. -.· ...... · ·.
; .
,: .. ·.
\s&\1-~1-(ol. I c;
,41) [i..ilf.//1([
Feb-09-01 ll:35A Ahmad 760-738-8364 P.08
', 1.-.,
A M ENGINEERS
Consulting Structural Engineers .,
OF ____ _ liltEETNO.-~--------......,--
CALCULATJ!l)BV DATE----
(760) 7 41-7306
......
ii I/ ft
. -14-><&x~q-fZ.
Wf ~ p.i( ..
It(.·.
. . -
. . . ,1 . .· ...
"4Yl1AIU:R ,;/~'~--s:niiJ:~olT? AT z~ "vk. _ -_
. .
B,,J .. . , , .. : . . . ;. 1th, l-fC. ~,if. {.dJC,
. -. "
..+-c--:---:-.,--:,-::-;---::----:,. r..-. -'6-61, _! !1-Pl(
. . p P.IA . . :111 f{\ .. -~-, ·
: . ·.
HiJ?.5'{,./Jf
\~_.Jt-,
'I I/ )j
It..¼ ><+YI 'cf 'ft
w/ 4-3//if tf.8 1
,., ' ' .... I
---"----·---··---·-··-I
11\/H N3Hd3J.S :11101
I ~Od , '7<!VITT1b::> 321S3~ ·3~\/~,l 733J.S ;!Q.blEl!S3O3~
' ' 7\/0l~3HO ~32.173S
i , 0\'80 .1S\f3 A\f ~3>101 O~? ttat.O};!Od . -.... ·----______J'--------