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HomeMy WebLinkAbout2470 FARADAY AVE | 6200 EL CAMINO REAL; ; CB941017; Permitct1F qoJ03I f .. B U : ~ u I N G P ~ ct M i 7 03 27f.r::..:~, :6:27 Pa<.;re 1 ().f 1 ,J c,b Addre::.; ~;: 2 4 7 D F ARAEJAY AV Penni t 0,·yi;,e·: INDUSTRIAL TENZ.\N'; IMPROVEMENT ?arcel '.\lo: Vclluation: .147,,U56 ;_,ot#: Construction Ty9e: IIIN Occupancy Group: R-2 Rr::>fi:,0 renc,:'#: Descri ion: 3449 SF TI AND 2307 NEW MEZZ. Appl/Ovmr 10 9 0 ,JOSHUA WAY VI::,TA, CA *** Fees 1:1.,~qui red Fei:·3: Adju:c'.d:-r,1,2nt;:;: ~Cc)tal Ft~e::s: Plan Check E21te2,r l~:.rj_ Fer.:1 Ent0r Park Fee(Zo~e 1,; .B1)ILDil'J(; f'.f<)T~½L Erlt.er~ ·i:{'' f()l:: F>l.t1mkJit1tJ Issu.e Each Plurr~ing Fixture or ILap Each Install/Reoa2r Water Line * PUTl''lBIW; 'I'CJTAL > Enc0r ''Y ·· for Electr 1.c I~;:,:;ue Fee > Remodel/Alter Per AM? > * ELECTRICAL TOTAL Ent cc 'Y · for Mechanica.l Is:'::1~,:! Fee> In:::,tall. Furn/L1ucts:/Hecit PL~mps > * MECHANICAL T)TAL J ,\ .t, 20L CITY OF CARLSBAD P~r~it No: CB94i017 P:r o ~· ct :\l : A 4 U :i 4 .3 7 [><:}'ve:()1'~Tr:.f:::t1t Ne): 7.00 7 ~ o () 9,0il A~i;1r)l i e:l,1.: i) t:< 11-2 ./ -14 A?r/I~SUG: 3/27/95 E·r1 t e .r ~·; .. c,l ['JC~ .oo 5, ':,6.00 Ext: f e-e Da t~, 525.0IJ 31~no 1056.0() :1U44.0n 964,UO ;4,nc e83~UO 05 20.00 Y 21.Uo 7.00 1 (). (' ') y ,~.; 0 ~ 0 0 l-5. CO Y"' 9.00 24.00 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPUCATION City of Carlsbad Building Department PLAN CHECK NO. q L( a l l 2075 Las Palmas Dr., carlsbad, CA 92009 (619) 438-1161 FSf. VAL~ __ 8_1~G.,..,,,? __ <..("""=""' PLAN CK DEPOSIT ____ ....,. __ ....,.._ 1. PillMI: I 'h'PR VAIID. BY' _____ _.c::~,!:..,.,.....J~ DA~'--------G',,-,.,..=.~~ A -0 Commercial U New Bui!dmg O Tenant Improvement B -D Industrial O New Building )3:Jenant Improvement C -D Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration 0 Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other ____ _ 2. PROJECT INFORMATION CHECK BEIDW IF s0BM1'1'I'EO: D 2 Energy Cales Structural Cales a 2 Soils Report D 1 Addressed Envelope A DESCRIPTION OF WOKh.::)¢4St S:F; C)P 11--tr.l:=,p..w- SQ. Ff. :5 ,~ # OF STORIES I 3. WNIACI PERSON (u dmerenf from applicant) 8211 08/12/94 0001 01 C-PRMT FOR OFFICE USE ONLY mt o. 02 ~ zr>J~ u~NI::!~:~EtT FOR ;:;,on LI OWNJMY,J&r,M.~~ OWNER NAME~ /-AN,G,,,b..tJ ADDREss 1;5-=3 55 Hiia:.A ~ ~ so~ r':50 CI~ t:.;f~ STATE~ , ZIP CODE 4~/ tz. I DAY TELEPHONE (&/q\-4,5'.tz .. S/.e7C, S. PROPlill.'h' oWNRR NAME eec,~~ l~f'1~ ADDRESS ;2470 ~ ,A'/G • CITY CA STATE cA . ZIP CODE :;2a:, DAY TELEPHONE l'.e i,q 4~B _, Cf f 5 / NAME~OCO 4 p..o~ ADDRESS l~O ~0£~ ~-( CITY Vl"'=>1'A STATE cp. . ZIP CODE 42.J?t' 3 DAY TELEPHONE ~8 -t G, l-4 STATE IJC. # 31755I IJCENSE CIASS iB CITY BUSINESS IJC. # I l;l ,5"553 DESIGNER NAME t::l:71-..J NH::: "SJ?ltr-tf AJJlJKt:S:S 6:>55 M(JC?A ~(-2.~ ~ 'Se,t:t1:f:::, 1&:1 CITY"5At--\ ~ Df~O STATE CA. . ZIP CODEqf.2 l:;?-,1 DAY TELEPHONE-452--3/8?} STATE IJC. # C: II 70 I 1. WoRREltS' OOMPRNSATloN Workers' Compensation Oeclaratlon: I hereby afhrm that I have a ceruhcate of consent to self-msure issued by the Director of Industnal Relations, or 'a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POIJCY NO. EXPIRATION DATE Ceruhcate of Exemption: I certify that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. oWNRR-BOlIDRR JTuci.JUtATION Owner-Bmlder Deciaratlon: I hereby afhrm that I am exempt from the Contractors License Law for the followmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). D I am exempt under Section _______ Business and Professions Code for this reason: (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, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUlLblNG PERMITS ONLY: 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? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? C YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY OF TIIE ANSWERS ARE~ A FINAL CERTIFICA~ OF oa:uPANCY MAY Nor BE ~UED AFfER JULY I, 1989 UNLESS TIIE APPUCANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICES AND TIIE AIR POLLUTION CDN1ROL DISTRICT. 9. wNsl'ROCIIDN ffiNDING AGf:NCV I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPllcANT cRR1'lFICA'l1oN I certify that I have read the application and state that the above information 1s correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLF.SS TIIE Cl1Y OF CARISBAD AGAINSf ALL UABIUTIES, JUDGMENTS, CDSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSf SI\ID Cl1Y IN CDNSEQUENCE OF TIIE GRANTING OF TIIlS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by rmit is suspended or abando ed at any time after the work is commenced for a period of 180 days (Section 303{d) Uniform Building Code). APP CANT' IGNATURE DATE: g/JO /94:: ~ I WHITE: File YEIJ..OW: Applicant PINK: Finance 01/02/9(> ,r t". , INSPECTION HISTORY LISTING FOR PERMIT# CB941017 DATE INSPECTION TYPE INSP AGT COMMENTS 08/07 /95 ____ Final .Combo @ZQ1!9§ ____ .l_inaL C.omb.ol ---~-RI __ MW/JIML98~=~451 L ~g_ .-----~P. ____ TLTLE--2A IS_~-;7cC>)!l?!i~Pl!!(Slf~_=:_; 08/04/95 Final Combo 08/04/95 Final Combo 05/24/95 Frame/Steel/Bolting/Wel 05/24/95 Interior Lath/Drywall 05/24/95 Interior Lath/Drywall 05/23/95 Frame/Steel/Bolting/Wel 05/23/95 Frame/Steel/Bolting/Wel 05/23/95 Frame/Steel/Bolting/Wel 05/23/95 Insulation 05/23/95 Insulation 05/23/95 Insulation 05/23/95 Rough Electric 05/22/95 Frame/Steel/Bolting/Wel 05/22/95 Frame/Steel/Bolting/We! 05/22/95 Interior Lath/Drywall ·05/22/95 Interior Lath/Drywall 05/18/95 Frame/Steel/Bolting/Wel 05/18/95 Interior Lath/Drywall 05/18/95 Interior Lath/Drywall 05/18/95 Rough Electric 05/18/95 Rough/Ducts/Dampers 05/11/95 Frame/Steel/Bolting/Wel 05/10/95 Frame/Steel/Bolting/We! 05/10/95 Frame/Steel/Bolting/We! 05/10/95 Rough Electric 05/09/95 Frame/Steel/Bolting/Wel 05/09/95 Frame/Steel/Bolting/We! 05/02/95 Frame/Steel/Bolting/Wel 05/02/95 F~ame/Steel/Bolting/Wel 05/02/95 Interior Lath/Drywall 05/01/95 Interior Lath/Drywall 04/27/95 Interior Lath/Drywall 04/27/95 Interior Lath/Drywall 0'4/25/95 Ftg/Foundation/Piers 04/25/95 Frame/Steel/Bolting/Wel 04/25/95 Frame/Steel/Bolting/We! 04/25/95 Rough Electric HIT <RETURN> TO CONTINUE ••• RI RI MW/JIM/989-6451 . TP PI INC/TITLE 24 ISSUES TP AP STAIR FRM RI RI MW/JIM/989-6451 TP AP RM #106 RI RI MW/JIM/989-6451 TP AP RM #106 OFFICE TP AP MEZ DECKING RI RI MW/JIM/989-6451 TP AP RM #106 OFFICE TP AP RM #106 OFFICE RI RI. MW/JIM/989-6451 RI RI RS/JIM TP WC RI RI TP AP TP AP RI RI RS/JIM STAIR AREA T-BAR RM 102 MW/JIM/989-6451 TP AP TP AP TP AP N/INCL STAIR AREA(MEZ) CEILING LITES RM 102 DUCTS RM 102 TP AP RI RI TP AP TP AP RI RI TP CA RI RI TP PI RI RI TP AP RI RI TP PA TP AP RI RI TP AP TP AP SHEAR PANEL FIX RES/JIM/989-6451 WALLS,CEIL JOIST@ MEZZ WALLS,CEIL JOIST@ MEZZ MW/JIM/989-6451 MW/JIM/989-6451 MEZ FRM QUEST MW/JIM/989-6451 OFFICE/LABS MW/JIM/989-6451 N/INCL MEZ AREA MEZ FTNS MW/JIM/989-6451 N/INCL MEZ PAGER FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING® PLANNING U/M PLAN CHECK#: CB941017 PERMIT#: CB941017 PROJECT NAME: 3449 SF TI AND 2207 NEW MEZZ. ADDRESS: 2470 FARADAY AV CONTACT PERSON/PHONE#: MW/JIM/989-6451 SEWER DIST: WATER DIST: DATE WATER DATE: 08/04/95 PERMIT TYPE: ITI INSPECTB BY: · . INSPECTED: <?l~-l_q_,s APPROVED ~ DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED HOROWITZ TAl'LOR ENGINEERING STRU,<:TUR>,1-S, CIVIL <::ONSULTlrf(i I B£c/CMNJ itJs.'11a..vM1,£,vT$- ;/3/fS"' ..)CB. -,.. q4t1 Z,.. . ' •, P.4/;4,02 ' j I I ! ! i i--+--l~i'---!!* i I I 3914 Murpny Canyon Rd. • Sultr AlOO • San Diego, California 92123 • (619} 56/J-4JB3 ·_F_'AX_C_6I_9_) 5-60,8842-------l ' ' Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 GLUE-LAM. FABRICATION INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING 0 OTHER JO" S ~ Faraday Ave., Carlsbad N095-Q82 I FOR WEEK ENDIN<=A,pril 28, 19959 O~ER ~ROJECf NA~ t BLDG. PERMIT NO. IN/AILE NO, ec an ns rumens Inc. II 94-1017 C~STR. MAT'LAYPE,ifRADE. ETC.) poxy nc ors ARCHITECT . Smith Consultinq Architechts DEW~TRENGTH I S?fUPI.t. QR MFGR. i i ClOO ENGINEER Horowitz, Taylor Enqineerinq DE:ifp~~yr~i ~.i'.G~ iEcf~R 1:l~BD& ~~port #4 O 16 GENERAL aONTRACTOR Goo & Roberts General Contractors CONTR. D81NG REPORTED WORK Goo & Roberts General Contractors LAB , Wyman Testing Laboratories EPOXY HOLD DOWN INSPECTION 04/26/95 Observed the drilling (To a depth of 8 "+), preparation and application of epoxy for the hold down bolt at lines D/2.1 per detail 18 on S3. Expires October 1995. Cure time 45 min. at 68°F. Customer Job iF4142, PO# 4155 Time In: 7:00 am Time Out: 8:00 am Jeffrey Davis/vje CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. ~~ A!lk_,-7 ~91v DATE OF REPORT R~ERNUMBER . . --- Wyman · Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 GLUE-LAM. FABRICATION INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING 0 OTHER J0'2'f ~'cf ss Carlsbad N°95-082 I FOR WEEK -=--~ Faraday Ave., ENDIN<:cl\pril 28. 19959 OWNER OR PROJECT NAME BLDG. PERMIT NO. I NI.AILE NO. 94-1017 CONSTR. MAT'L (TYPE, GRADE, ETC.) ARCHITE,CT , , Smith Consultinq Architect DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER , , Horowitz Taylor Enqineerina DE~?ffi~Afi'i~: D~<e,1 ¥:E-8?o'FAII1)~GR.) GENERAL dONTR~TOR Goo an Roberts ·, CONTR. DOING REPORTED WORK ~~ t' . yman Tes ing Laboratories ' ' BOLT PULL TEST REPORT 04/28/95 A pull test was performed on ( 1 ) 5/8" diameter bolt installed with Hilti C-100 epoxy for a HD2A hold down connection at grid line D/2.1. The bolt was pulled to 6,6000+lbs which design load and held for 60 seconds. is approx. twice the There was no indication of failure. Customer Job #4142, PO# 4155 Time In: 7:00 am Time Out: 8:00 am Donald E. Webb/vje II . /7 CERTIFICATION OF COMPLIANCE Al/It#/ Z-1/)~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS • J "'3/;IUl<t: vr ""'""vfl:l~l:l) l,w.-.::vl.....,1< OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS . ~~~,<~r.-¥c?i~~ NUMBER POOR QUALITY ORIGINAL S .-_.,_.,'., ';:;%{~3ioci\r1of\is oF woRK ·i.:isPi:cfEt:tisfsArvirCEs-tAKEN: woriK REJECTED,· JoB PRoBCErv1s, PRciGREss/·RE.MARi<S: He.~· of /'.i;\j~61u_ci~_f'intorm8tion_ab0Gt t~1)u/:-itttr~ate~c5i i:,1q~ecl or work pertormeci; n~ni-ber, iy~e, -ancl J.cie~titv· ouffibe'fs ·ot test ·\ ': \J~ ii~fiJ~T~ftaken; 'stnitturafoo~necttohs.,tvJeicis: h.t. tiq1t~ torciLes) checketf etc.· .. _:::-. -: : ~ :o-:: ( ~--:1:--:{ Jf;:f5 :· : · _. _ ---. -" • --~ .. ----=:::: ·-· • --·-· -· . -~ -- ~1~ir, -;,j' 1 .-qt_.:~~ a:~~-~Js_J;;"!~ :..·~;},·f·µ_:-~i.f-~-~.:}ij~:;___i_.;:-:=1)·;;,,.:y:.~J:~:i:)' ::/'-' "·: -z-~-;.::.;,~j ;.i-::i;.;tjl 1-~t~c,_·i .... _:,-.>,· :.:-; :;:-) .·K1r~~l-''-.::~....::'--,'-',,'-,-',l-----,'-'--',,-'-"--"'''--""'-,--·'-'--'-=''-.:=; ~..:,,;....,:.,_:....._-c.;..,..,c._~~ ·u-=~""'...:..·=··..,_.==-'·.:.:.U...,..; __ r-:.,,._::,;_;;c;,,__-.::....,...:.-<-'=..,:.¥:...:.M'T..:,,;,~-'--'-\_,_ •=...:..--''r-r'--'_C:: ..... :::...:-'<~-"''--''"'-'-~-=-..:....::.·-_,_ f,:_::W::...,:N.=_'.f_ D(•i·:.;.\; '):t::?2{: ; ):if~ if_t_·~~Jr· i)~i;S~:_! . ::~ _}t?~_~f:i~~:_~~-:_~;t.~.-_}E~_-~f~it ~?~:~~:·::: ~? · __ :_-:·;;.'_._,:-:.-_·::::·.-:~.--~--~:3.~-:_·:_:_~·-.:_:::':::t-~-:-:-:-·--..,....,...,-=;--,=-::-::,.,.,,=-,-:,-,.,.,--,-~,....,.....----,,,..,..-=---,---"'-,',-'----,,-',-~-'-,c~~-=--,---=-...,..==...,..-~'-c---~--.,....::-------,-~-~--=--c-~-~,-·-~-------1 · ==;ii~-~~}~Sced:0rrf; , ~::::~£\~· .. .,;-~·i::;:, i.-·".·<>h~;r"'.. ~.~,~--(2~::.J __ ~:?: .. ~~:.-i ~--~· ~;~,t~·~- ,/~.:--~~:;:c~f\~; . :·i~~=L· ~::z·:~,':~~:1-?~;~~2.;,~~:.-~-t~~:i:_.::~~-~1;,,~;,-~~-;:;~~,:0·:~·:.::;~:~-:~~~-;---_:~{f ~r-'---'--:--'-c,---+-::-'7-=-';:"':=::-:-:-::c:....,:c:-=.;'-:--:::::':'-"=:c:-':':i"""~~..,..:."','--..;:.,..-=::.::....~'-'..a.;-'-',-:c---':-:"--'--'--.;,,,.."--"--"':-,------,-'-,..:...---,---~-=--,c.::.,--'---"""""'--"'-'-"-'=-'c-'c=.-c-"-I -:_~_~_t:_·_:i,~,:_.r.·_i,•t-~-...,.~--,--;--.,..,.-:;-o..,_-,,:-:-,...,.._...,.,_,,,_~.,....,.._ ..,_,,_-,-.,.,~-,..~-~-..,_-:,,, __ -'----""'"'~.,,'-~-~=-"'==~.,,,-=-=-c-:-""-'-.,,...---_,,--...,,,.--___,.,...--,_...,.~..,...,--...,,....,..=-=--"'":C,,,.,=,....,-=-1 --~ -:· -.~~~~~ fl. ~~-~t -.,~·!,·· ~-,7·~-. --~~~~~~:<-~:;~_ ~-~< :i ~~~ .. ~~7J.~~~r~~-f~-.._~·:i~ ~:r __ ~~·::~--.:?_> -~ ~·~--; ,·. ---~-~ -.~. ._ ' -ff t--------t-------,----------------------------------,--------------------.,-------1 -· / -~ -....: ; -~t--------;----------------------------,------~-------------------------------~ 4-1...· •?.o. ~- ,_ . ~ ...... -,:_ ... TIME IN: TIME OUT: PRINTED NAME: INSPECTOR . :CERTIFICATION OF COMPLIANCE _ . . . . . _. .. , ,1 HEREBv°cERT1FY THAT I HAVE 1f'i§PECTED ALL'c5F THE ABOVE REroRTED_woRK. ·uNLEss ' OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & _ ... :SPECIFICATIONS.~~ ... ~.···~:~~.~.-.__ :':-:·\---~~-- ~c'f'l ---- --, ·_ J, -.-• • • r..~~~;~ ? ~._'~ _-:f:_-: ~ . :1--:.~ , -. :,.:~:; .~ : ';., .:~ ~ " -. . ' . -:: · i i ·-· :,)) . . -: ~ ;,·.;__)-· , : ' .-:·· \, :, --.. DESCRIBE 5 INSP'N DATE LOCATIONS '3i:\voRk''iN'SPECTED, TEST 5.A.MPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS: REMARKS~ ·ETc~:- -·includes lnfor_rriatlori' 9l;>put _a'mounts of material placed or work performed; number, type, and Identity numbers of test -samples taken;'structura(tonnectlons (welds made, h.t. bolts torqued) checked; etc. . . . . ----. -: :_ --: "··:~\-:_:·/ ~--: .. 1;:,J"~;;'.-~-~:;~; __ --. -: ~-. -,~-·. . . :; ~:_·.: -. --. -~ -. - -·-· f...,. "::,--:· ..... _: _., ·:· ,· TIME IN: TIME OUT: INSPECTOR DAT~ . OF REPORT REGISTER NUMBER .. DATE: MAR. 1, 1995 JURISDICTION: CARLSBAD PLAN CHECK NO.: 94-1017 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: II PROJECT ADDRESS: 2470 FARADAY AVE PROJECT NAME: T.I. c:JA~~~~ c:JJ~ CJ-PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. [XI 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: 1:8:J 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: Date contacted: (by: ) Telephone#: 1:8:J REMARKS: All sheets of plans including S and M sheets need to be signed as well. By: Ali Sadre Enclosures: Esgil Corporation 2/21 0 GA O CM O PC trnsmtl.dot \ I \ \ \ . i ... .,.,. I .. · ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 8-J3-9f QAPPLICANT ~SDICTION ::::> -PLAN CHECKER JURISDICTION: CARLSBAD OFILE COPY PLAN CHECK NO: 9'-l-/017 SET: QUPS PROJECT ADDRESS:_~;}-'-'-1~]~0"--_5~a~r.~A..~d~'!:_)-~~·~a&~--.---- PROJECT NAME: r-;°. I , ----'---'----------------- QDESIGNER D D D .o 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 bu~lding code~ when.minor deficien- cies identified _____________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the .enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the. applicant·contact person. Ill The applicant's copy of ·the check list has been sent to: --M~o_Y__.k, _ _,_L-'~--"J"-4'.'""*J---..... 5. .......... '3..,.5~5--J..t1. ...... , ...... r ....... A.=--...,Q...,D,_~...,_Y...,:.e,..,_"'-'-fa...____?'-----")B"'-"-<.=,;...'---_#....__ ..... J...,_<:3-'o ___ .. _ _____ ___,;;S=--=.rv_. 1.____C_, _. _1_a_1~-'-----------~-... iffl·Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: Telephone# ------------------0 REMARKS: __________________________ _ By= a 1, S&dr~ Enclosures:-'-~~J~o~~~&--------- ESGIL CORPORATION __/ ,-/ '3 Ii (_p L.:jGA LJ CM D PC G y I I· 0 I l Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d). Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Plans and calculations shall be signed by the california state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the california license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302 •. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 require~ the Building Official to determine the total value of all construction wo;i:k proposed under this permit. The value shall include all finish work, painting; roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or r_emodel) within the building. 011 1\-4 8/4/92 G I· Y· S)n the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A complete description of the activities ,md processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B '.t'Ossible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. · µ. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for 11storage11 • Footnotes 2 and 3, Tables 9-A and 9-B. n Provide a statement on.the Title Sheet of the V plans that this project shall comply with . t· 3/· I· f· Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 2 I ; ~ Identify existing walls to be removed, \..::;) existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. y)qlL l?O?"'d ""' A-~4 cl<>~~ n ,t: A r, , _ 2 • Show sa ety lazing 1n the following locations, per Section 5406(d}: j a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (Wlless there is an intervening wall between the door and the glazing or if the glazing is 5 1 -011 or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 1811 above the floor and the top edge greater than 3611 above the floor ( W1less the glazing is more than 3611 horizontally away from walking surfaces or if a complying protective bar is installed). c. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Provide a section view of all new interior partitions. Show: (a) (b) (c) (d) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate 11to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, Wlless suspended ceiling has been designed for partition lateral load). Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 2/. Provide notes and/ or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments, Section 510(b). ~ Note on the pl~s: 11~11 interior finishes must Q comply w~ Chapter 42 of the UBC11• Specify G f "Class ,J..U-. flame spread rating· (minimum) for 1z~2..---•11 Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. '3/ A-'7 In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no conceal.¢d space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f), 7/8/92 /· r· t r· f· /o· In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no cone ealed space exceeds 3,000 s. f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). . Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such W1separated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the : side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past .the strike edge· for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If 11both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705{c). A ___ ..,_ __ -hour occupancy separation is required between. _____ _,,.,.....,occupancy and the ______ occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (j). In areas where the occupant load exceeds __ , two exits are required. See'--------- Table 33-A, Provide an exit analysis plan (may be 8 1/211 x 1111 or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 3 ', :I· Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment).· If nonflammable supply cylinders for medical gas systems are located inside buildings, show how· they comply with UBC Section 702(c)4. ELECTRICAL Submit plan showing location of all pan~ls. Submit panels schedules.SHOUJUJ(g ._,SW LoA-~ Submit electrical load calculations Indicate existing main service size. Indicate existing total main service load. Indicate new additional loads. Indicate wiring method, i.e. EMT, metal flex. Show exit signs on the electrical lighting ·plan(s). As per Section ·3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 25 1 of HVAC units. UMC Section 509. Provide multiple switch lighting controls per Title 24, Part 6. Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section '605 and 705, UBC. Provide mechanical plans showing existi~ and proposed HVAC equipment, ducts an'a" access to equipment. Detail access and working clearances to HVAC equipment. /...A.C,Ot.Gl'f.. A e.a..c:s.s Detail disposal of main condensate drainage from air conditioning units. (UMC Section 510) No 1 -ro S,AJ" .,--,;, '-J?~1!It:1tf ~l.,q.1,1 .,-...,_,c. /()IC"C(S'"IS, (!)/<J In~ ail over£ low ( secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 1002. 6/25/93 G PUlHBING Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line· sizing calculations. Section 1009. UPC Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/4" per 1211 slope on drain and waste lines. UPC Section 407. 9V Provide a drinking fountain at each floor / level in assembly occupancies (except drinking and dining establishments). UBC Section 605. Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1. 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2. H & S Code, Section 17921.3(b). ENERGY Q. Provide complete energy design calculations, V including all existing design and new energy design for this building. See attached non- residential energy design checklist. For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SUPI'Ul4ENT ~ Roof mounted equipment must be screened and v:.;} roof penetrations should be minimized (City ·Policy 80-6). y{-No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 6 All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. MISCELLAHmJS Please see additional corrections or remarks that follow. To speed up the recheck p~ocess, 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 ~y changes have been \J made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Hav~ changes been made to the plans not resulting from this correction list? Please check. ____ Yes _____ .No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact. _______ _ a,' Sa.Are.. at Esgil Corporation Thank you. Enclosures: l. A)Qrzg.. 2. _________________ _ 3. _________________ _ 6/25/93 (A.,..u,) , = :#= tT2il : ,.,) oJZ b Y\ C? \ <4-1'\ s a OL e"!. ,--;,-1..j CjA-l'..-1\,-r,.._, Cr:<-H-,c_. C """'i(J'~a;'e,~-'<l- Jer,~1 · # [ITo} : ":::>'"" ~"1::;) 0--. &,..,\A, \ ~~ \-\ :t' a "' L \.., d)'. ~ e..,.;, 6\10 r:s~'<::J. &{: te_\t....-.el'\4 o .. "'S-\ • 0°.,. 0'"1d.-~~-~r:t::>-'S) 7 Non-Residential Access Requirements Plan Review Correction List Page 4 April 15, 1994 ENTRANCES AND CIRCULATION: • All entrances and exterior ground level exits shall be made accessible, per section 3301 (h}. • When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route of travel shall be provided to all portions of the building, to accessible building entrances and between the building and the public way. See section 3103A(i)2. DOORS: l~ tt.dcL 16 A-u. ~<)f nw 6,'r~ I Al.:$~ 11~-c;: ~ A-~ ·0-'f" ~~ 0 ~ "'~ ' J. © f f y. 0 I I Per section 3304(f), every required passage door shall have a minimum 32" clear width. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304(c.1). Per section 3304(i.1 ),regardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than 1/" lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, whic~ may slope up to 1/" per foot (2%) in any direction, for surface drainage, per section 413. 4 Per section 3304(c.1 ), all hand-activated door opening hardware shall meet the following requirements: 1. Shall be centered between 30" and 44" above the floor. 2. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travel. The lower 1 O" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 1 O" high smooth panel on the push side of the door. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked during business hours. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304(i.1 ): . 1. Extend 24" past the strike edge of the door for exterior applications. '2. Extend 18" past the strike edge of the door for interior conditions. * 3. Extend 12" past the strike edge on the push side if door has latch and closer. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 degrees, per section 3304(i. 1 ). Doors in series shall swing either in the same direction or away from the space between the doors. Maximum effort to operate doors shall not exceed 81/ pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at rigfit angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. See section 3304(i.2) 1. * Per section 3304(i.1 )2.8, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 33-2. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60", per section 3304(i.1 )20(1 ). SPECIAL HAZARDS: Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amourit. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail __ _ or handrail is provided, no curb is required when a guide rail is provided centered 3" ( I_ 1 ") above th?, ( -.:i': '"----• _./ DA/NR/(;· - Non-Residential Access Requirements Plan Review Correction list Page 5 April 15, 1994 surface of the walk or sidewalk. C. If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other elements, the boundary shall be defined by a continuous detectable warning which is 36" in width. The surface shall be raised truncated domes in a staggered patten with a diameter of nominal 0.9" at the base tapering to 0.45" at the top, a height of 0.2" and a center to center spacing of nominal 2.35". D. At transit boarding platforms, the pedestrian access shall be identified with a directional detectable texture. The raised bars shall be 1.3" wide and 3" from center-to-center off each bar. This surface shall be placed behind yellow detectable warning texture (truncated domes) and aligned with all doors of transit vehicles. NOTE: See Figure 31-23. E. If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm backing or no backing. The maximum pile height shall be 1/ ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire edge of the txposed edge and trim shall comply with the requirements for changes in level. (if'} STAIRWAYS AND HANDRAILS: \,<0 G\.h-c-"To A-'--\ Y Handrails are required on each side of stairs, per section 3306(i.1 )1. * Handrails shall be located 34" to 38" above the nosing of the treads. lf IA ,u . Handrails shall extend a minimum of 12" beyond the top nosing and 12 •. plJs the tread width beyond the bottom nosing. Jf. * The handgrip portion of handrails shall not be less than 11/ • nor more than 11/ " in cross sectional dimension or the shape shall provide an equivalent gripping Jurface. The handgrip2portion shall have a smooth surface with no sharp corners. @ * Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail. / Per section 3306(p), approved stairway identification signs, showing whether or not a roof access exists, the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The information is to be shown using raised Arabic numerals and raised braille symbols which conform to section 3105A(e)3. The sign shall be d. located approximately 5'0" above the floor landing and readily visible when the door is open or closed. /"" The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all treads shall be marked. @ * Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11 / " past the face of the riser above. Risers shall be solid (open risers are not permitted). 2 Q) * Per section 3306(i.1)2F, handrails projecting from a wall shall have a space of 11/ " between the wall and the rail. Handrails may be located in a recess maximum 3" deep extending at lea~t 18" above the top of the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco) per Sec. 3306(i.1 )2.F. ELEVATORS: Per section 5103(d.1}. in buildings two or more stories In height. served by elevator(s). all elevators shall comply with the requirements contained in Chapter 51 of Title 24. • Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the car to the floor landings with a tolerance of ( + /)1/ • under normal loading and unloading conditions. The clearance between the car platform sill and ttie ~dge of the hoistway landing shall be not greater than 11/ ", per section 5103(d.1)1. Th~ minimum clear width for elevator doors shall be 36", per section 5103(d.1 )3. Doors shall be provided with a door reopening device, which will function to stop and reopen a car door and adjacent hoist way door in case the door is obstructed while closing. See section _p 103(d.114 for additional requirements. Per section 5103(d.116, the elevator car inside shall comply with the following requirements: 1. The minimum clear distances between walls, or between the walls and door, excluding return OA/NR/G 'G' 0 .. . ... . ·-. " . ·-:... .. ~ ~--.... -.. .... \" ' . MEQIAMICAL~ PLllUWC~ ENERGY PI.AH <X>RRF.CrIOff ~ .JURISDICIION:. __ ....;;C;;;....;...A-_A.._(.--=s'--"'"<3'""'A-____ ,,:::; _____ _ 9'1 -ID 17 r DAl:E:. __ .;;;;;;.8,..._-_/_9_----:;..9__.7" ____ _ iJGLENADAMEIC PI.AR Ui&.lCER: D . - -D----- ( A-' /),,-; tJ I.JI ,a ~ ~(::),1:,1,o1 ,,c '-~'r~ lf;N~rl...~'-11 /Ja:3 /Ct "1 \______.., h"'f_ A.Jcrw I-{(..) 14-(!. u_ AJ l .., !> . eH~,0t:; c.I",S 7 /' ,. ' /£ AJ t.l er""'" ,c:, a:-Ne:~ ~ t:,-..:, ,t:) I ~, t:> /JU e;-"::? ~::'l.,.. 0• M A-rl...cr#~ / AN~ (1 --,4..-.., 1 ,!! ~ s . /A I f -.-.... : 13 / ..J i,t:..1--1 '71' "I..) e., /-/ V '1' u.,_~'5 Sc.H.U:-/0 ,~, C -c::; _.. 0 ~ C, ~ 6"'.4-~l"7" ,.e:; ~ :.r(.,,(_,'ll.5"" A,;,() G-c...) A-7 ?'t:4--.c.. C S [,C 4'AJ c; .,.,,.,, , ~ t.t:" '7 e'-7~ .- I ' P,,-,r, l.J I k'.1' ~ '-t.., s,.,,,£$'"cr?'.s h,-c__ /::-; 'Jc '7u vt_cr ~ L,~,,_.,7 IS '---"' 5J-f"or.....,;) I' PJ e.. ~A--'77~<·'-.s ~ "' -r~ i/l.t.r ~ "1~ I t. -re -2 · ,,,.. ~0~"""'1 £,..(...)A--,"7P!-t:. C A-/?c£ h () '-1.J. .... IOd" ,,::'Au.'-1" VAt-u~s J / -Ait>AJ -- I lJ ~ C t.. er A--l"'L'-r1 ._ s J.-1' 0 c....J ,r-(' L4-S .S r :tr 77IC. --A 1,//;:)u/lO w. ~ U5(£"e::; A-;,.Jt.,,' A-. , , . A-~tr / '\J JA-1...~ kJU 7' ,A,._,,;::, A-s Pan. £,..{~('.'.?. -C::, (S'" (!.,,-? / o * l ?o <t b 1 s~~u\ I£~ M 14-t.L C. 'T' A1n_ 1./d"AJ 7'/ LNI '?'/ O-.) o,-r-Ao~. I" Hl14~r': a-~ /:Ja-;t._ J-/oe,c..,t. .,.-A-/(. er'° ~ o--. A 1,.1:"~-~C(" • k..001<- - Date, tJ[J ~(~t.f: Jurisdiction CARLSBAD Pr~ared by, >:) °'-d Jrc.--VALUATION AND PLAN CHECK FEE Cl Bldg, Dept, ~Esgil PLAN CHECK NO. ~ t>i t.,J --16 It ( ;r.) BUILDING ADDRESS APPLICANT/CONTACT t1~,,..,. L<-PHONE NO • ____ 4_c::; __ 1-____ -_3_\ __ € __ '2 __ BUILDING OCCUPANCY --P""""--~~'2--__ """-_ TYPE OF CONSTRUCTION .l\ \ -f'-.1 -=----..a..---- BUILDING PORTION BUILDING AREA lJr l·t ~i-t-~dt r\_~ M.e..z.7_ ~;lo7 .. Air Conditionin~ Commercial Residential · Res. or Comm. Fire· Snrinklers Total Value DESIGNER PHONE -_ __... ___ _ CONTRACTOR PHONE ---,--- VALUATION VALUE MULTIPLIER ~lt?-_gq 074 I c)!J?,-5"°"1 3i'i-,:- . @ " . (a _. @ l'-f 1/ ()5& - Building permit fee $ _________________ ___..$_ ..... $;..;;.o__;l'--'-1...,_S .... o~-- p la n Check f e e--'$=---------------------'$::.___..'5"--'2,'""'!d:::,.,.i...,r '3~4'-- C OMMEN TS_:---------------------------- SHEET (] OFW __ 12/87 City of Carlsbad M ¥i Ii· ii lt44 4 i Ii· I •24 ·El 41; ,t4ii I BUILDING PLANCHECK CHECKLIST DATE: :nr PLANCHECK NO. CB 9'1/--/01:/ BUILD~G ADDRESS: -~LULL~.dl>..#,4::::;:::==~------..----....:/_ PROJECT DESCRIPTION: Pd .:s1'7~~6 G°.. ASSESSOR'S PARCEL NUMBER: ~":[ ... tJ t/J -u EN~INEERING DEPARTMENT DENIAL APPROVAL The item you have submitted for review has been approved. The approval Is based on plans, information and/or specifications provided In your submittal; therefore any changes to these Items after this date, Including field modifications, must be reviewed by this office to insure continued. conformance with applicable· codes. Please review carefully all comments attached, as failure to comply with instructions In this report can result In suspension of permit to build. Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: _________ Oat.a:${__ D ~ ~ A Right-of-Way permit is required prior to construction ·-------------- of the following improvements: ATTACHMENTS D Dedication Application D Dedication Checklist . D Improvement Application D lmpr~vement Checklist D Future Improvement Agreement o· Grading Permit Application D Grading Submittal Checklist D Right of Way Permit Applicatron D Right of Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet By: _________ Date: ___ _ ENGINEERING DEPT. CONTACT PERSON NAME: 7 /21/4>9 b(f y,4k_ City of Carlsbad ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE : (619) 438-1161, Ext. .t, w, A-4 P:\DOCS\CHKLSl\BP0001.FRM REV ·0~/11/94 · 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 st~dv' 3rdv' CT D D 1. Provide a fully dimensioned site plan drawn to scale. Show: D D A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Include note: 11Surface water to be directed away from the building foundation at a 2°/4 gradient for no less than 5' or 2/3 the distance to the property line (whichever is less).11 [Per 1985 UBC 2907(d)5]. On grade~ sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent'' (per 1990 UBC 2907(d)5.). 4. Include on .title sheet A. Site address . B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of ,different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION . P:\DOCS\CHKLS1\BP0001.FRM Page 1 of 4 REV 05/11 /94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 2nd./ 3rd./ D D 5. Project does not comply with the following Engineering Conditions of approval for Project No. _________________________ _ Conditions were complied with by: ______ _ Date: ______ _ DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ -pursuant to Code Section 18.40.030. Dedication required as follows: ________________ _ A~ached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by ___________ _ Date: ---- IMPROVEMENT REQUIREMENTS D D D 7a .. All needed public improvements upon and adjacent to the building· site must be cqnstructed at time of building construction whenever the value of the construction exceeds $ · -pursuant to Oode Section 18.40.040. Public improvements required as follows: _____________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached· please find an application form and submittal checklist for the public improvements requirements.-Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: __________ _ Date: ___ _ P:\DOCS\CHKLST\BP0001.FRM Page 2 of 4 REV 05/11 /94 BUILDING PLANCHECK CHECKLIST cjtv EJdv E:Jdv 7b. ' . Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ ________ so we may prepare the necessary Future Improvement Agreement. This agree_ment must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: ___________ _ Improvement Plans signed by: __________ _ Date: ---- D D D 7c. _Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. D D D D /o D D D D Future Improvement Agreement completed by: ___________ _ Date: _______ _ 7d. No Public Improvements required. SPECIAL NOTE: Damaged or ·defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are fo·und in Section 11.06.030 of the Municipal Code. Sa. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 8b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ac: No Grading Permit required. P:\DOCS\CHKLSnBP0001.FRM Page 3 of 4 REV 05/11 /94 iv 2nd/ 3rd/ D D ft BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 9.· A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are· not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for --~--------------- A separate Right-of-Way permit issued by the Engineering Department is required for the following: _________________________ _ 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: _______ Date: ___ _ P:\DOCS\CHKLS1\BP0001.FRM Page 4 of 4 REV 05/11 /94 ENGINEERING DEPARTMENT ENGINEERING·REVIEW SECTION FEE CALCULATION WORKSHEET ~Estimate based on unconfirmed Information from ~pplicant. ~ Calculation based on building plancheck plan submittal. Address: df1o FAteA D v~ Prepared by: /~ Date: ., -----Bldg. Permit No. {lg ~IO I 'l L, £.. Date: . B ---{B~ rlr EDU CALCULATIONS: List types and square footages for all uses. /\)~c.d Types of Use: 5"' /J(C A-££" fot-£ /-J Sq. Ft.: <ZS .2 0 1 EDU's: __ ...... t__.__r __ _ ' Total EDU's: ___ /_l_f ___ _ ADT CALCULATIONS: List types and square footages for all uses. /I! t ,,,J . . /J,,/ f{ Types of Use: S'[Z)a,;4-G t!3: Jhe,€1} Sq. Ft.: dJ, /2-o 7,/µzMADTs: ____ d _____ _ Total ADTs: ___ c?( ________ _ FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED )ef YES D NO (See Building Department for amount) WITHIN CFO: . D YES (no bridge & thoroughfare fee, )ii. NO . . reduced Traffic Impact Fee) i 1.PARK-IN-UEU FEE PARK AREA: ___ _ FEE/UNIT: , X NO. UNITS: __ _ =$ )ii 2.TRAFFIC IMPACT FEE ADTs: ·__,__d,_ _ X x3. BRIDGE AN~ TH;ROUG~FAR~ FEE ADTs:_ ~ -~~· X FEE/ADT:_;)..,_~-- ~ 4. FACILITIES MANAGEMENT FEE . ZONE:. __ J __ SO.FT.: i:?,. -;J.o 7 X FEE/SO.FT.: lf O ¢ )q 5. SEWER FEE . PERMITNo . .SC fS7!1J1C/. /ht If r =$ __ . 'Ill:_;;. ~- =$_J/L EDU's: 1 tf'f X FEE/EDU:~ BENEFIT AREA: e DRAINAGE BA~ =$ t EDU's: • t-f tf s-_ X FEE/EDU: ft!} 3 6. SEWER LATERAL ($2,500 DEPOSll) 7. WATER FEE EDU's: , Lf1 X FEE/EDU: ,-r O ~ =$ / o 5b . TOTAL OF ABOVE FEES*:~ j/17 ~.S-3 =$ ______ ....,,,....._ ~ =$ _______ _ *N P:\DOCS\MISFORMS\BP0002.FRM REV 04/12/94 PLANNING OiECJCLlST Plan Check No. C/lf-fD/7 Address )-.'-f7CJ ta.r~ Jb.&.. Planner DAVID RICK Phone 438-1161 ext. _4_3_2_8 ___ _ (Name) APN: --.--...:i::l~Q::;.,t.9_-_;_o_l/i_'O_-_l_o ___________ _ Type of Project and Use __ T..i..·_t:_. _________ _ Zone · M · Q Facilities Management Zone __ 5 ____ _ cro Mout) # CTircle ("""If"""p-r-op_e_rty_~111,-c--_o_m_p,--ler·e SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend [Z] · rrem Complete (9 [tem Incomplete· Needs your action 1, 2, 3 Nwnber in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES NO~TYPE __ _ DATE OF COMP~TION: _,_· __________________ _ Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval __ ------------------------ 06, 0 Oiscretiona,y Adion ~ YES _ NO __.L TYPE __ _ APPROVAL/RESO. NO. __ DATE: _____ _ PROJECT NO. ___ _ OTHER RELATED CASES: ___________________ _ Compliance with conditions of approval? [f not, state conditions which l'equire action. Conditions of Approval _____ . _________________ _ JD D California Coastal Commimon Pmnit Required: YES _ NO J DATE OF APPROVAL: San Diego Coast Disttict, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 . • r:· Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ '. cio ci ' 1 :~0D . Ellcl1monaty .Housbig, Fee tecplired:'. YES-~ \Nb L (Effective· date·Qf I-nc,lU;Sion~ Hqtismg Ordii,iance .• M~Y-21;,-199-3.) · . • ' , : "',' ' t • :· ~ ~ , • ' ' ' • Sit~ Plan,: _ .1. ·ProviclE! · a fully climertsiQ_11ed s.ite·. ptan drawn to scale·. Show: Nbnh airOW, . property 'lines, -easements~ exjsting . and proposed S'tl'UCtures, sq-eets,_ existing street:irnprovements,-. right·Qf-way width, dimensioned, s:tpacks ancf exis:titig .topegrap~cal lines. · - . . 2. Provide legal de.scriptiqn of propeey,· .and ass~ssors parcel tiumber. Zoning: ··.t3'b O,t11. . 1. -Setbacks: Front: · Int. Slde: Street Side: Rear: 2 .• Lot-.coverage:· Height: Required .Reqajred Rt!quired Requi.r~d- Required Spac~ .. Requir~d-. Gue$t $p•ces R,eqwred Shown --------Shown ----__ Shown __ __ Shown ___ ____ __ Shown .... · ____ __ __ Shown._. __ __ Shown ___ ___ __ Shown __ PLNCI(.FMJ \ ' City of Carl-sbad 94200 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, March 20, 1995 Reviewed by: C. bo,...Q_~ Contact Name Address Dennie Smith 5355 Mira Sorrento Pl Ste 750 City, State San Diego CA 92121 ~o. 94-1017 Planning No. Job Name Beckman Instruments Job Address 2470 Faraday ___ __, _______________ _ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd. __ _ 3rd __ _ Other Agency ID CFD Job# __ 94_2_0_0 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ; a ~---., -1'111-IW• .,..-....... ,,._,._,..,.. -...--.-..:---r _c,,r "I ..-C... i I •• a> _,.-t'tt..__--.,_...,__ -~ ............ ~ ............. , HOROWITZ TAYLOR ENGINEERING STRUCTURAL CONSULTING ,.... .. ..,_, ___ . ....,... .... ..;...,_..,...,.,.,_,_._w._ -...... ~ ... -~-·-··-,'(---·---.. - STRUCTURAL CALCULATIONS PROJECT: --'&;:c,=::..,l<Mc..:,.....;:A-"t-.l:...;:_.,!!.\µ-'--'5"'-'~~),._,_tt\=-W~-r'$-=---1-; ~114'--'-v~·-------------- DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: ___ Z,COO~---PSI MASONRY: GRADE "N" CONCRETE BLOCK F' M = _______ PSI MORTAR: TYPE S 1800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTIJRAL STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS GRADE 40: GRADE 60: #2 #1 #5 AND LESS (U.O.N.) #6 AND LARGER - CONSTRUCTION OR BETTER SEISMIC FORCE: • /8~ vJ REPORTBY: _N/i--<--.A ______________ _ WIND FORCE: f..J./A. DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= ROOF UYE LOAD SLOPING FLAT REPORT NO.: _____ _ FLOOR DEAD L.OAD FLOORING PLYWOOD JOISTS INSUL. & CLG. MISC. EXL TOTAL= /Of$f FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY 40 PSF 60 PSF (U.O.N.) 100 PSF These calculations are limited only to the items included· herein, selected by the client and do not imply approval of any other portion of the structure by this office. nii1~J~rrtrij~~~a~~i¥tr r rrr r r rr mrrrrrrrnrtr @f fp;~~rrrmmrr t}1-tlZ.-t I _RcP I ~-~4 SOIL PRESSURE: /OCO FSF WALL DEAD LDAD INTERIOR EXTERIOR 10 PSF 16 PSF tr.1'" C:C" A?O'> • ChV lt::10\ <;t:;(\ 001'> ··I" : .. G-.S' ' ~--r· : i ,~I ~1 """",---+ ©- ~,__---__ __..,,........,. -(-} ,. -~---:. ' . \ l . f. \ : ! \); 1 ;~--- . : c.:-:::-:.~=-=-==--.d r-- : o I -~-1 -! I· I :.._ __ J z 0 (0 .'-../ ; I .. ,· , _..,, ;---- :i: .. s. ' 6wKMAN fµSTRvM$Jf$ ..... ~:.. --(w ---- . ~ . :r~ -~ . I! .. , .. ..,r ,; u, u, u, ......... WWW WWW ::r: ::r: ::r: u,u,u, 000 U,00 .-('I -N ,t ,t ,t ,t --... ' .. C'IC'IC'I NC'IC'I ,1 ) /.) I)E:-SIG/J of vf:-11.,/~ Jo1s-r ~'li:-STA1tJ ROOM, rf<..ov'ID/E. PAR.-r1AI.. A~ss f'!'~ M~~AtJICAL-l:-G<vtP. ~u.-... T tt!W-.. DE.'5t&t--> t..oADS. D€AD L.OAD · Liv~ l,OPD JO\$-.' D66J&µ .L,,:: '?t' 'PL-'{ ~s-r 6'fP f7t/SC-, l.S- z_. 4 3.1 3 .. 0 /o.o f5,F ;o.o FSr c.J~ 4otJo>{f,-:,?;.)=-24, Co 'f'/..E-<. 3-i V~ u.~6:,i')/1,,. = Z ?qif Lk I Z -410 ~ ~s--r 10 . lGDG£;.R-. . . HOR VlSIGr--1. ,£ ,;..& .s-' JO SC$ /8 e,J=-(10 t 10 ':£ u/'l,) ~ Z-10 Plf V= z10(6.s)/z.. = 4>Bs #- lll:: 2,io(t,,.s)~ =" /Jot /# . Sit-.:. tlO'l 6-z.,,)/(p{33Gtt>) = O.cP7;,; 3 A,.:: (tb83 )/t~) == o. 051,J,. Cd-Jecd<. rtv,vl>A1iON /1/5f;z;)1716,. S" ·~)(.\'$"fit-lG ~LA~ Ot-lL '{. /,) GB>#--l'T k>N::> o~ Z) ~a, Pt..f C,Ot,)/J/k;,j' TO .s -r,JP~ vJ/ ~ -#-/0 s ~ P11/J. BY OB'fJ:.t.vA-TJO,-) 5 11 Sl.Ae> 16 ,4:)c&UA11: J ......... , .. , .............. ., , ...... -................... ~ •• ""i. ..,,._,., ...... ,-.. --.............. 1 .................... -.. ........ ·~··,;. •••• ,• _,.. ...... •• • • • .... ,. -·· ....... _ ..... ··-···-····-~·-•• -->• HOROWITZ TAYLOR ENGINEERING STRUCTURAL CONSULTING ~,.,-, .......... "',,. ,.-, ,..._,, .,.,,..._~-••I'•..,.'>'••• ~ ,..,,.,__,,.,.,,, ,..,.., .. ,_...,,." 1 ,•,• ,,.,,., ,., ... ,, •;,'<, .-, -... ,.,,_,,_ ,, •"'"""v,,.,.'" ,..., '""1<••,.,,,. . ...,,._ -.,.., ,..,1 .,,,..,-,.,,, ,.,,,,..,,. ,.....,,. ... , . .._••••••v•_. "••• .._,., .. .,,,.,., STRUCTURAL CALCULATIONS PROJECT: --=-s=~=-':.,_k::..:...M.....,(ANc...,..:__,__\.!.!.N....,_~.,.,_:r_l....l....:R"'-'()'-'--tl'-'i=f:.:..1.-N_,_"T..L..S=--+l--'-'I N__,_0-C..-'... ------------- DESIGN ASSJJMPITQNS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: 2,(ti(") PSI -------- MASONRY: GRADE "N" CONCRETE BLOCK F' M = ________ PSI MORTAR: TYPE S 1800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE: ,/83 t,_j (~E-4·} WIND FORCE: --'N'---'-1-'-/A-...,__ __ DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL = ROOF LIVE LOAD SLOPING FLAT N/A .. N/p,. GRADE 40: GRADE 60: #2 #1 #5 AND LESS (U.O.N.) #6 AND LARGER CONSTRUCTION OR BETTER REPORT BY: __,_N..:.J..!..f..:..., ______________ _ REPORT NO.: _____ _ FLOOR DEAD IDAD . I.NL FLOORING PLYWOOD 3/.•(PL'( Z,S" JOISTS i'J l .3 INSUL. & CLG. 3 MISC. J-. > TOTAL = /O~Of'sF FLOOR LIVE LOAD INTERIOR BALCONY 40 PSF SOIL PRESSURE: \ 000 P'S f WALL DEAD LOAD INTERIOR EXTERIOR 10 PSF 16 PSF EXIT WALKWAY 60 PSF (U.O.N.) 100 PSF s-roRAGI:.. !ZS p5p ' TI1ese calculations are limited only to the items included herein,' selected by the client and do not imply approval of any other portion of the structure by this office. J~Kfo.KtttlJjW.{$.~¥itt n1r ltt rrtt r r rtr rrr r tr Jti~mrrrtrrnw I RoN Pl<E-t--l,tGE.. I Ju~'/ 94 3914 Murohv Canvon Rd. • Suite AlO0 • San Dieqo, California 92123 • (619) 5604383 • FAX (619) 560-8842 ·-f\(( t'r&~ . ME:--ct.AN!t0E-,bDD\tlOrl VsR1\GAL A.HA L:--(s1 ~ fLocik jo1sT Df.,S\Gif--\ _,e,>< ?A' f,,lh, -::,. {.10 + tz.,s-') /. 3s =-!&:J PL. F u.Ac -= (1-z..s'_) l:Y~ =-}&& PLF . [J.),.,, 10{1,33) = ,~ f>L-f v/-r:.J\/3sc w/ rl GLOE.-l'\A\\..'~-D f/...O() 12-0 0 o.u. u.+t. = /.of{IB\)-== /88'? /Bo O\<. 4%o lJ1.1.. ~ 2-45 7 l<o& ok. DL t39 ruJ' (;)1.-~ (io.\-\"2-s')11?--::: /liof'l.--F- 8' u, /,'S" 5"2.. 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Z-1 GR1D L{t-JE-0 /-=-17' f5 :, 6857 # MoT == 8Z(p3(p 1 # t111<-=-!Goc1,')J nl./2.-t. BS= issn iif rr\-o ~ 'B¥¼-l.3SI./ :: 40to& # 1, GRID 1.-IN/=.. © _L.. :::-371 fs . -=-.8651---11-• VwAU--= 8857~7 : ·2, -SC, PLf MoT ~ ~~tJ.* : . . . . . .!ii~ :: fli.0C2!/~'),-t-10(11)]'?)73/2-3,&s~ 1zso~~1t .l't\t?-> MoT r l I : .: i ! ! ; I i l ! I ' I ' I I ! • -~;----·-• -_ j_ --I ---!---· I I --. ! - i I I I .. 1- ¼/ PL-Y CD.>< L,_;/ 8cl e._ -={110.c. . .f /·J HDZA w/s/s\pAB wlH£x.H-£At> 17.J.ll ~/8 PL'( S"TR. I. w/ 8J e -Sl(o,c. f=./..) Ht?lPA W/ % 11:t:>A,B. w/ {-f£x H£AD \I ~/8 pc, Y 0D><. ~/ 8cl e {p 11 o .. c, E.1.J ' I ' I ' I f- ! i I i I I J. 1· .. .. ! I i I .. , .1 -·1 I .. - "j ' ., ,. Gl':iD l!Nf:-@ L"' ~·1 F'5 "' E0s1 i! '::, '., -">1,c·, P1 'r' r J-::•,• ' 1/ ft... ' ~ c ......... ,....._ J.. :.:::.-l ( ~ /~ -,·:' l ·-. (._t • .t_~, • . ' ?/4-t > :_,_~ ) '7 r INDUSTRIAL WASTE DISCHARGE PERMIT APPLICATION CB No. q C-(---.f. 0 ( l SE No. ....... · APPL No;·. 7.$ IND. CLAS_S ..... m..,..¾??U~-....,..-&.~~--· BUSINESS NAME ___ B_e_c_km_a_n_rn_s_t_r_um_e_n_t_s,_I_nc_. ________________ _ SITE ADDRESS ____ 2_4_1_o_F_a_r_aa_a_y_Av_e_n_ue_, __ ca_r_1_sb_a_a_,_c_a_1_i_fo_r_n_i_a_9_2_00_s ______ _ CONTACT PERSON (at business} __ J_i_m_wi_· 1_1_iam_s _________ ~------- PHONE NUMBER (619) 438-9151 Type of Business (check all that apply) D Agricultural DAssembly. D Automotive D Government D Laboratory D Laundry lE Manufacturing D Medical . D Photo Lab D Retail D Service Station D Warehouse D Other D Chemical Handling D Electronics DFood D Metal Work D Office -------- DESCRIBE BUSINESS ACTIVITY: MtdlcaL &4ro~ftu, ,ea'l'-n+ manu.fa~-lun'11g GENERAL DESCRIPTION OF ONSITE WASTEWATER PROCESSING: (chemical & physical characteristics}_ :pi1 r\W.tfo.il 'Z.q :\it>n ~er :1-a.n~ t>e.t ~ Gr'lcuog. C..006~0.00..\-er-#o.\.honilj Is business presently in operation at site? IXl YES D NO Has Wastewater Discharge Permit been applied for through the Encina Water Authority? rgj YES D NO .Applicant's N~me J7m )Ni-IL am$ ' Title --Phone 13 8 -C//5I Please Print Agency: __________________ _ Signature:)( ~~ r'\ i:,)~ DateX '?/11 fqit Date /J--/tJ--9£( ------7+------ Date forwarded to Encina --------- :\DOCS\MISF~\F~5 REY. 2/10/92 B U I L D I N G P E R M I T 08/01/95 07:41 Page 1 of 1 Job Address: 2470 FARADAY AV Suite: Permit Type: PLAN CHECK REVISION Parcel No: Lot#: Valuation: 0 Construction Type: NEW Occupancy Group: Reference#: CB941017 Description: REVISE MECHANICAL PLANS DUE TO : INCREASED REQUIREMENT FOR AIR CHANGES PCR No: PCR95024 Project No: A9401437 Development No: Status: Applied: Apr/Issue: 619 Entered By: 452....:3188 APPROVED 05/05/95 07/24/95 MDP ' ! ' : t '' :;-, / \; / i 2958 08/01/95 0001 01 02 C-PRflT 321:100 FINAL APPROVAL '"'~P. ____ DATE--- _:_!\RANCE------ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 B U I L D I N G P E R M I T 08/01/95 12:13 Page 1 of 1 Job Address: 2470 FARADAY AV Suite: Permit Type: PLAN CHECK REVISION Parcel No: Lot#: Valuation: o Construction Type: NEW Occupancy Group: Reference#: CB941017 Description: REVISE MECHANICAL PLANS DUE TO : INCREASED REQUIREMENT FOR AIR CHANGES PCR No: PCR95024 Project No: A9401437 Development No: Status: Applied: Apr/Issue: 619 Entered By: 452-3188 ISSUED 05/05/95 08/01/95 MDP ' ' \ \ "-, j ~: ' / / : :::. ! / J '· CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 CITY OF CARLSBAD 2075 Las Pa/mas Drive Carlsbad, California 92008 TO: Mike Peterson DATE: May 1, 1995 PROJECT: BECKMAN -LABS P/anfile #94-1017 JOB NUMBER: 94160 COPY: Smith Consulting Architects 5355 Mira Sorrento Place Suite750 San Diego, California 92121 (619) 452-3188 Fax (619) 452-3907 Enclosed -Three (3) sets of revised mechanical plans due to Increase requirement for air changes at the Beckman Lab, for your use. DATE: 7/18/95 JURISDICTION: Carlsbad ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 PLAN CHECK NO.: 94-1017 Rev. PROJECT ADDRESS: 2470 Faraday Ave. PROJECT NAME: Beckman (TI Revison) SET: IV CJ~I~ Q JURISDICTIQN CJPIAtnfEVfEwER 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: ~ 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: Date contacted: (by: ~ REMARKS: Tt,e revised she licensed designer. By: Glen Adamek Esgil Corporation D GA ~ CM ~ PC Telephone #: trnsmtl.dot DATE: 7 /5/95 JURISDICTION: Carlsbad ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 PLAN CHECK NO.: 94-1017 Rev. PROJECT ADDRESS: 2470 Faraday Ave. PROJECT NAME: ·Beckman SET: III D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Larry Kloha 5355 Mira Sorrento Place #750 San Diego CA 92121 ~ 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: Date contacted: (by: ) Telephone#: D REMARKS: By: Glen Adamek Enclosures: Esgil Corporation 0 GA ~ CM ~ PC 6/30/95 trnsmtl.dot 1' Carlsbad 94-1017 Rev. 7/5/95 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 94-1017 Rev. OCCUPANCY: B-2 TYPE OF CONSTRUCTION: 111-N ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/5/95 DATE INITIAL PLAN REVIEW COMPLETED: 7/5/95 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: manufacturing ACTUALAREA:? STORIES: 1 HEIGHT: ? OCCUPANTLOAD: 63 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/30/95 PLAN REVIEWER: Glen Adamek This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1991 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. 303 (c), 1991 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. LIST NO, 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1991UBC) tiforw.dot Carlsbad 94-1017 Rev. 7/5/95 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. 3. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. • ELECTRICAL PLAN REVIEW ELECTRICAL PLAN REVIEWER: Chuck Mendenhall 10. Correct the revised electrical plans. a) Submit complete service and feeder one line diagram. NEC 215-5. b) Show or identify new loads proposed for the existing equipment. Wliat is the significance of the* and the 0 shown.on the panel schedules on sheet E-2? c) Indicate main service size (amperage rating) and the total load demand on the service from the existing and new loads. The electrical plans now provided show a substantial amount of new load on the existing service. Note: If you have any questions regarding this electrical plan review list please contact Chuck Mendenhall at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. • MISCELLANEOUS 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 this list. If there are other changes, please briefly describe them and where they are located in the plans. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 6/28/ /95 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1017 Rev. PROJECT ADDRESS: 2470 Faraday Ave. PROJECT NAME: SET: II 0 ~!:!~1J.QAN::r~ ..... ~--:JURISDICTl.0~ ~8-Pt;AJfREViEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Larry Kloha 5355 Mira Sorrento Place #750 San Diego CA 92121 i:gJ 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: Date contacted: (by: ) Telephone #: D REMARKS: By: Glen Adamek Enclosures: Esgil Corporation D GA 0 CM 0 PC 6/22/95 trnsmtl.dot Carlsbad 94-1017 Rev. 6/28//95 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 94-1017 Rev. OCCUPANCY: B-2 TYPE OF CONSTRUCTION: 111-N ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/5/95 DATE INITIAL PLAN REVIEW COMPLETED: 6/28/ /95 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: manufacturing ACTUALAREA:? STORIES: 1 HEIGHT: ? OCCUPANT LOAD: 63 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/22/95 PLAN REVIEWER: Glen Adamek This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1991 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. 303 (c), 1991 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. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1991UBC) tiforw.dot Carlsbad 94-1017 Rev. 6/28//95 1. Please make all corrections on the original tracings and submit two new sets of prints, to: OR Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. 2. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 3. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. • MECHANICAL (UNIFORM MECHANICAL CODE) 4. Detail disposal of main condensate drainage from air conditioning units. (UMC Section 510) No plumbing plans provided. What is 'Approved Receptacle By Plbg.'? • ENERGY CONSERVATION 9. The ENV-1 form on sheet T24 is not signed. • ELECTRICAL PLAN REVIEW 10. Provide revised electrical plans showing the power to the new mechanical equipment as shown in revised mechanical plans. • MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. r; i: DATE: 5/15/95 JURISDICTION: Carlsbad ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 {619) 560-1468 PLAN CHECK NO.: 94-1017 Rev. PROJECT ADDRESS: 2470 Faraday Ave. SET: I PROJECT NAME: Beckman Revised mechanical plans ~ 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. IZ] 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. IZ] The applicant's copy of the check list has been sent to: Larry Kloha 5355 Mira Sorrento Place #750 San Diego CA 92121 IZ] 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: Date contacted: (by: ) Telephone #: D REMARKS: By: Glen Adamek Enclosures: Esgil Corporation 0 GA 0 CM 0 PC 5/8/95 trnsmtl.dot Carlsbad 94-1017 Rev. 5/15/95 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO:: ,94-1017 Rev. OCCUPANCY: B-2 TYPE OF CONSTRUCTION: 111-N ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? . REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/5/95 DATE INITIAL PLAN REVIEW COMPLETED: 5/15/95 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: manufacturing ACTUAL AREA: ? STORIES: 1 HEIGHT: ? OCCUPANT LOAD: 63 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/8/95 PLAN REVIEWER: Glen Adamek This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1991 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. 303 (c), 1991 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. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1991UBC) tiforw.dot '.I Carlsbad 94-1017 Rev. 5/15/95 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. ' 2. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdicti_on's building department. 3. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. • MECHANICAL (UNIFORM MECHANICAL CODE) 4. Detail disposal of main condensate drainage from air conditioning units. (UMC Section 510) 5. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) 6. Detail exhaust ventilation system compliance with UMC Chapter 11. a) Clearly show the type of material being exhausted by each of the four exhaust fans. b) Detail the exhaust outlet clearances as per UMC, Section 11070). c) Detail required exhaust ducting system showing: i) Duct support as per UMC, Section 1107(f). ii) Fire protection as per UMC, Section 1107(g). iii) Clearances from combustibles as per UMC, Section 1107(h). iv) Protection from physical damage as per UMC, Section 1107(i). v) Minimum conveying velocities as per UMC, Section 1105(b) and Table No. 11-A. vi) Ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 1105(a). Carlsbad 94-1017 Rev. 5/15/95 • ENERGY CONSERVATION (MODEL ENERGY CODE) 7. Provide complete revised energy designs for the proposed changes in mechanJcal systems. Provide the completed MECH-forms showing Energy compliance. 8. Complete energy plan check will be done when complete corrected energy designs are provided. 9. The corrected, completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. • ELECTRICAL PLAN REVIEW 10. Provide revised electrical plans showing the power to the new mechanical equipment as shown in revised mechanical plans. • MISCELLANEOUS 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. 1. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed-on the plans. Carlsbad 94-1017 Rev. 5/15/95 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Gl~n Adamek BUILDING ADDRESS: 2470 Faraday Ave. BUILDING PORTION BUILDING AREA (sq. ft.) Hourly rate @ $ 87.15 per hour. 2 hours = Air Conditioning Fire Sprinklers TOTAL VALUE Building Permit Fee: Plan Check Fee: PLAN CHECK NO.: 94-1017 Rev. DATE: 5/15/95 BUILDING OCCUPANCY: B-2 TYPE OF CONSTRUCTION: 111-N VALUATION VALUE MULTIPLIER ($) $174.30 I 0.8= PC fee of$ 217.88 $ zero $ 217.88 Comments: City to review for new mechanical fees. Sheet 1 of 1 valuefee.dot . • • . TITLE 24 REPORT FOR: BECKMAN INSTR.INC.-PURIFICATION LAB. 2470 FARADAY AVENUE CARLSBAD, CALIFORNIA. PROJECT DESIGNER: L.E.C. SERVICE INC. 1865 W. 222 ND STREET TORRANCE, CA. 90501. (310)-328-8960 REPORT PREPARED BY: KRISHNA C.V. KUMAR P.E. Guthrie & Associates 530 Maple Avenue Torrance, CA 90503 (310) 781-9079 Job Number: 940902 Date: 5/25/1995 • Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form ENV-1 Envelope Certificate of Compliance ....................... 3 Form ENV-2 Envelope Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Form ENV-3 Construction Assemblies 9 Form LTG-1 Lighting Certificate of Compliance ....................... 12 Form LTG-2 Lighting Compliance Summary .............................. 14 Form LTG-3 Lighting Controls Credit Worksheet ....................... 15 Form MECH-1 Mechanical Certificate of Compliance .................... 16 Form MECH-2 Mechanical Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Form MECH-3 Mechanical Equipment Summary ............................ 21 Form MECH-4 Mechanical Ventilation .................................. 22 .HVAC Zone & Space Loads Summary ..................................... 23 • CERTIFICATE OF COMPLIANCE (part 1 of 2) ENV-1 page 3 of 26 --------------------------------------------------------------------------- Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. • Address: 2470 FARADAY AVENUE Date: 5/25/1995 CARLSBAD, CALIFORNIA. Envelope Building Permit No Designer: L.E.C. SERVICE INC. Documentation: Guthrie & Associates Checked by/ Date COMPLY 24 User 1645 GENERAL INFORMATION Date of Plans: Building Type: Nonresidential Building Conditioned Floor Area: Climate Zone: 2112 sf 7 Phase of Construction: O New Construction o Addition O Alteration Method of Envelope Compliance: Prescriptive -Overall Envelope STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing 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 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: o 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 a civil engineer or architect. ~ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL ENVELOPE DESIGNER L.E.C. SERVICE INC. (310)-328-8960 --------------- • ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of 2) Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB . • Documentation: Guthrie & Associates • • Const OPAQUE SURFACES Assembly Name Type Location/Comments R-11 FRAME WALL Wood R-19 ROOF/GYP.BOARD CLG Wood Solid Wood Door None FENESTRATION Frame Orient Panes Type Exterior Shade ----------------------------------------- Front (N) 1 Metal None Left (E) 1 Metal None OH y y ENV-1 page 4 of 26 Date: 5/25/1995 COMPLY 24 User 1645 Glazing Type Note to Field ----------------------- Single Clear (Mtl) Single Clear (Mtl) OVERALL ENVELOPE METHOD Part 1 of 4 ENV-2 page 5 of 26 Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB . • Documentation: Guthrie & Associates Date: 5/25/1995 COMPLY 24 User 1645 • • WINDOW AREA TEST A. Display Perimeter 0.0 ft X 6 ft = B. Gross Exterior Wall Area 2468.0 sf X 0.40 = C. Gross Exterior Wall Area 2468.0 sf X 0.10 = D. Enter Larger of A or B E. Enter Proposed Window Area If Eis greater than Dor less than C, proceed to for window area adjustment. If not, go to part 2 1. If Eis greater than D: D. Maximum Standard Area N/A 2. If Eis less than C: C. Minimum Standard Area 246.8 SKYLIGHT AREA TEST I I E. Proposed Area N/A E. Proposed Area 116.0 = = 0.0 sf Display Area 987.2 sf 40% Area 246.8 sf Min Std Area 987.2 sf Max Std Area 116.0 sf Proposed Area the next calculation of 4. Window Adjustment Factor N/A Window Adjustment Factor 2.1276 Atrium Height 0.0 ft If Height< 55 ft If Height>= 55 ft Standard= 5% ----------+----------Standard= 10% I V A. Gross Exterior Roof Area 2112.0 sf X 0.05 = 105.6 sf Standard Area B. Enter Proposed Skylight Area 0.0 sf Proposed 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 got to part 2 of 4. 1. If Proposed Skylight Area> Standard Skylight Area: Standard Skylight Area N/A I Proposed Skylight Area N/A = Skylight Adjustment Factor N/A OVERALL ENVELOPE METHOD Part 2 of 4 • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates OVERALL HEAT LOSS PROPOSED Assembly Name Area HC U-Val UxA ---------------------------------------- R-11 FRAME WALL 945.0 1.4 0.077 72.8 R-11 FRAME WALL 248.0 1.4 0.077 19.1 R-11 FRAME WALL 845.0 1.4 0.077 65.1 R-11 FRAME WALL 264.0 1.4 0.077 20.3 R-19 ROOF/GYP.BOARD CLG 1412.0 11.3 0.039 55.6 Single Clear (Mtl) 16.0 N/A 1.100 17.6 Single Clear (Mtl) 100.0 N/A 1.100 110.0 R-19 ROOF/GYP.BOARD CLG 700.0 11.3 0.039 27.5 ------ Total 388.0 ** OVERALL HEAT LOSS COMPLIES PROPOSED • • ENV-2 page 6 of 26 Date: 5/25/1995 COMPLY 24 User 1645- Adj. STANDARD Area U-Val UxA ----------------- 945.0 0.092 86.9 230.0 0.092 21.2 732.2 0.092 67.4 264.0 0.092 24.3 1412.0 0.078 110.1 34.0 1. 230 41. 9 212.8 1. 230 261. 7 700.0 0.078 54.6 ------ Total 668.1 UA <= STANDARD UA ** OVERALL ENVELOPE METHOD Part 3 of 4 Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB . • Documentation: Guthrie & Associates OVERALL HEAT GAIN Glazing East North WF 1. 02 0.34 PROPOSED Area SC H 16. 0 1. 00 50. 0 100. 0 1. 00 50. 0 V OHF 4.1 0.43 8.1 0.79 Total Total ------ 7.0 26.9 ------ 33.9 ENV-2 page 7 of 26 Date: 5/25/1995 COMPLY 24 User 1645 STANDARD Area RSHG Total ------------- 34.0 0.71 24.7 212.8 0.94 68.0 ------- Total 92.7 ** OVERALL HEAT GAIN COMPLIES PROPOSED HG<= STANDARD HG** • • OVERALL ENVELOPE METHOD Part 4 of 4 • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates Window Area Adjustment Calculations Gross Door Window Wall Name Dir Area Area Area ---------------------------------------- SOUTH s 970.0 25.0 0.0 EAST E 264.0 16.0 NORTH N 970.0 25.0 100.0 WEST w 264.0 0.0 ----------------- TOTALS 2468.0 50.0 116.0 Skylight Area Adjustment Calculations Gross Skylt Roof Name Dir Area Area ---------------------------------- R-19 ROOF/GYP.BOARD CLG H 1412.0 0.0 R-19 ROOF/GYP.BOARD CLG H 700.0 0.0 ----------- TOTALS 2112.0 0.0 • • ENV-2 page 8 of 26 Date: 5/25/1995 COMPLY 24 User 1645 Adjusted Adjust Window Wall Factor Area Area ------------------ 2.1276 0.0 945.0 2.1276 34.0 230.0 2.1276 212.8 732.2 2.1276 0.0 264.0 ------------ 246.8 2171. 2 Adjusted Adjust Skylt Roof Factor Area Area ------------------ 0.0000 0.0 1412.0 0.0000 0.0 700.0 ------------ 0.0 2112.0 PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 9 of 26 Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. .Documentation: Guthrie & Associates Date: 5/25/1995 COMPLY 24 User 1645 COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film Assembly Name: R-11 FRAME WALL Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Th Fr (in) R-Value Cavity Frame • 1. Gypsum or Plaster Board 2. Insulation, Mineral Fiber, R-11 3. Gypsum or Plaster Board 0.625 3.500 * 0.625 0.17 0.56 11.00 0.56 0.17 0.56 11. 00 0.62 • 4. 5. 6. 7. 8 . 9 • Inside Air Film ADJUSTMENT FOR FRAMING Unadjusted R-Values 0.68 12.98 (1 /12.98) X (0.90) + (1 /13.03) X (0.10) = 0.077 Weight: Heat Capacity: 5.3 lb/sqft 1.39 TOTAL U-VALUE = TOTAL R-VALUE = 0.68 13.03 0.077 ===== 12.98 ===== PROPOSED CONSTRUCTION ASSEMBLY • Project Name: BECKMAN INSTR. INC. -PURIFICATION LAB. Documentation: Guthrie & Associates ENV-3 page 10 of 26 Date: 5/25/1995 COMPLY 24 User 1645 • • COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Built-Up 2. Membrane, Vapor-Permeable Felt 3. Plywood 4. Air Space 5. Plywood 6 . Insulation, Mineral Fiber, R-19 7. Air Space 8 . Gypsum or Plaster Board 9. Inside Air Film ADJUSTMENT FOR FRAMING Assembly Name: R-19 ROOF/GYP.BOARD CLG Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th Fr (in) 0.375 0.010 0.500 * 80.000 * 0.500 6.000 24.000 0.500 Unadjusted R-Values R-Value Cavity Frame 0.17 0.17 0.33 0.33 0.06 0.06 0.62 0.62 0.80 79.20 0.62 0.50 19.00 19.00 0.80 0.80 0.45 0.45 0.61 0.61 23.46 101.73 (1 /23.46) X (0.90) + (1 /101.73) X (0.10) 0.039 Weight: Heat Capacity: 30.7 lb/sqft 11.29 TOTAL U-VALUE = TOTAL R-VALUE = 0.039 ===== 25.41 ===== PROPOSED CONSTRUCTION ASSEMBLY • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates ENV-3 page 11 of 26 Date: 5/25/1995 COMPLY 24 User 1645 COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film Assembly Name: Solid Wood Door Assembly Type: Door Assembly Tilt: 90 deg (Vertical) Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Glass, Paint on Pine Th R-Value Fr (in) Cavity Frame • 1. Softwood, Douglas Fir-Larch 2. 1. 750 0.17 1. 73 0.17 1. 73 • 3 . 4. 5. 6 . 7. 8 . 9. Inside Air Film Unadjusted R-Values 0.68 2.58 0.68 2.58 ADJUSTMENT FOR FRAMING (1 / 2.58) X (1.00) + (1 / 2.58) X (0.00) Weight: Heat Capacity: 5.1 lb/sqft 1. 99 = 0.387 TOTAL U-VALUE = 0.387 ===== TOTAL R-VALUE = 2.58 ===== CERTIFICATE OF COMPLIANCE (part 1 of 2) LTG-1 page 12 of 26 --------------------------------------------------------------------------- • Project Name : Address: BECKMAN INSTR.INC.-PURIFICATION LAB. 2470 FARADAY AVENUE CARLSBAD, CALIFORNIA. Date: 5/25/1995 Building Permit No Checked by/ Date COMPLY 24 User 1645 Lighting Designer: Documentation: Guthrie & Associates GENERAL INFORMATION Date of Plans: Building Conditioned Floor Area: 2112 sf Building Type: Nonresidential Phase of Construction: O New Construction Method of Lighting Compliance: Prescriptive STATEMENT OF COMPLIANCE Climate Zone: 7 o Addition O Alteration This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building lighting requirements. The Principal Lighting Designer hereby certifies that the proposed build- ing 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 lighting requirements contained in sections 110, 119, 130 through 132 and 146 or 149. • Please check one: o 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 a civil engineer electrical engineer or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section--=----of the Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ PRINCIPAL LIGHTING DESIGNER (Signature) (Lie. #) (Date) LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of 2) Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. .Documentation: Guthrie & Associates LTG-1 page 13 of 26 Date: 5/25/1995 COMPLY 24 User 1645 INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ----------------------- MANDATORY AUTOMATIC CONTROLS Control Watts/ Ballast Ballasts/ Lamp Type Luminaire ------------------------- Control Location ID Control Type Space Controlled •-- • CONTROLS FOR CREDIT Control Control Location ID Control Type Space Controlled No of Fixt. ----- Note to Field ------- Note to Field Note to Field LIGHTING COMPLIANCE SUMMARY Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. .Documentation: Guthrie & Associates LTG-2 page 14 of 26 Date: 5/25/1995 COMPLY 24 User 1645 ACTUAL LIGHTING POWER No of Watts Total Name Description Lumin per Default Watts * If not CEC Default value, please provide supporting documentation. ALLOWED LIGHTING POWER BY SPACE Allowed Floor LPD Total Tailored Area (w/sf) (watts) (watts) ------------------------- 1412 1. 600 2259 0 700 1. 600 1120 0 ------------------------- TOTALS 2112 1. 600 3379 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4 . • LIGHTING CONTROLS CREDIT WORKSHEET • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates LIGHTING CONTROLS BY SPACE LTG-3 page 15 of 26 Date: 5/25/1995 COMPLY 24 User 1645 Floor Watts Adj. Control Space Name Control Description Area Ctrld Fctr Credit TOTAL 0 • • CERTIFICATE OF COMPLIANCE (part 1 of 3) • Project Name: BECKMAN INSTR.INC.-PURIFICATION Address: 2470 FARADAY AVENUE CARLSBAD, CALIFORNIA. Mechanical Designer: GUTHRIE & ASSOCIATES, INC. Documentation: Guthrie & Associates GENERAL INFORMATION LAB. MECH-1 page 16 of 26 Date: 5/25/1995 Building Permit No Checked by/ Date COMPLY 24 User 1645 Date of Plans:---~~-Building Conditioned Floor Area: 2112 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: O New Construction ~dition O Alteration Method of Mechanical Compliance: Prescriptive ~ Proof of Envelope Compliance: 0 Previous Permit jl\__Compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies o~ly to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed build- ing 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 through 115, 120 through 124, 140 through 142,144 and 145. Please check one: fV' I hereby affirm that I am eligible under the provisions of Division 3 fl'\____of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer mechanical engineer or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section----,----of the Code to sign this document as the person responsible for its preparation; and for the following reas1n:_ PRINCIPAL MECHANICAL DESIGNER f\=.~ ~ C,.-\,,\1½.vv\1/ (\J\'l,:Z,./"7 {p '.J~'l,')l/qs GUTHRIE & ASSOCIATES, INC. -===== L (310)-781-9079 '(=s~i-gn---==at-~-r~~~);=-----~(L~i~c-.----.#~)-~(=D~a~t-e-.) .MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of 3) • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates MECH-1 page 17 of 26 Date: 5/25/1995 COMPLY 24 User 1645 • • SYSTEM FEATURES Zone Name Time Control PURIFICATION LAB(EXT.) PURIFICATION LAB(INT.) Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat 2.0 KW Fan Control Constant VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Cool Supply Reset Constant Ventilation Volume Temp Temp No Economizer 212 Heat Pump None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp No Economizer 105 Heat Pump OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model 3 TON SPLIT SYS. HP DX 4 TON SPLIT SYS. HP DX Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity Note to Field CERTIFICATE OF COMPLIANCE (part 3 of 3) Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. .Documentation: Guthrie & Associates • • DUCT INSULATION System Name Type Duct Location ------------------------------------------------- 3 TON SPLIT SYS. HP Heating Ducts in Attic Cooling Ducts in Attic 4 TON SPLIT SYS. HP Heating Ducts in Attic Cooling Ducts in Attic PIPE INSULATION Insul System Name Pipe Type Required Domestic Hot Water 3 TON SPLIT SYS. HP 4 TON SPLIT SYS. HP y I N y IN y I N NOTES TO FIELD -For Building Department Use Only MECH-1 page 18 of 26 Date: 5/25/1995 COMPLY 24 User 1645 Duct Tape Allowed ------- y I N y I N y I N y I N Insul R-Val ----- 4.2 4.2 4.2 4.2 Note to Field ------- Note to Field MECHANICAL SIZING AND FAN POWER Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB . • Documentation: Guthrie & Associates MECH-2 page 19 of 26 Date: 5/25/1995 COMPLY 24 User 1645 SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM PURIFICATION LAB(EXT.) PEAK (Jan 12am) TOTAL SPACE LOAD Btu/hr ------- 25246 ------- 25246 PURIFICATION LAB(EXT.) 3 TON SPLIT SYS. HP HEATING 38 F PEAK (Aug 3pm) 2 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 67 F Btu/hr Btu/hr -------------- 32110 1412 -------------- 32110 1412 • Duct Gains & Losses: Ventilation: ( 1483 CFM) Return Air Lighting Gain 2525 3211 51156 7993 1891 0 --------------------- TOTAL SYSTEM LOAD 78927 43314 3303 3. SELECTION A. Safety/Warmup Factor 1.43 1.21 B. Maximum Adjusted Load 112866 52410 C. Installed Equipment Capacity 77591 51876 24535 If Line 3-C > Line 3-B, Explain: ____________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 2 X 0.25 I [O. 64 X 1.00] = 0.78 X 746 = 583 1250 ---------------- Totals 0.78 583 2500 FAN POWER DEMAND 583 watts/ 2500 cfm = 0.233 watts/cfm • MECHANICAL SIZING AND FAN POWER • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates MECH-2 page 20 of 26 Date: 5/25/1995 COMPLY 24 User 1645 SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM PURIFICATION LAB(INT.) PEAK (Jan 12am) TOTAL SPACE LOAD • Duct Gains & Losses: Ventilation: ( 735 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity If Line 3-C > Line 3-B, Explain: FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 0.25 I PURIFICATION LAB(INT.) 4 TON SPLIT SYS. HP Btu/hr ------- 3095 ------- 3095 310 25361 ------- 28766 1.43 41135 40987 HEATING 38 F PEAK (Aug 3pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 67 F Btu/hr Btu/hr -------------- 22247 700 -------------- 22247 700 2225 3963 938 0 -------------- 28435 1638 1. 21 34406 33143 15675 --------------------- Efficiency Peak Conv Peak Supply Motor Drive HP Fact Watts CFM -------------------------- [O. 64 X 1. 00] = 0.39 X 746 = 291 1600 ---------------- Totals 0.39 291 1600 FAN POWER DEMAND 291 watts/ 1600 cfm = 0.182 watts/cfm • MECHANICAL EQUIPMENT SUMMARY • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates MECH-3 page 21 of 26 Date: 5/25/1995 COMPLY 24 User 1645 PLANT EQUIPMENT SUMMARY Equipment Name ----------------------- ELECTRIC WATER HEATER CENTRAL SYSTEM SUMMARY Sys No System Name 1 3 TON SPLIT SYS. HP 2 4 TON SPLIT SYS. HP CENTRAL SYSTEM RATINGS Fuel Elec No. Input Input Equipment Type Sys (KBtu) (KW) ------------------------------- Electric Res 1 0.0 3.0 No System Type Sys Economizer Type Split Heat Pump 2 No Economizer Split Heat Pump 1 No Economizer Total Output (KBtu) ------ 10.2 Sys-------Heating----------------------------------Cooling---------- No Type Output Aux KW EFF Type Output Sensible EER SEER 1 Heat Pump 2 Heat Pump 39000 50000 2.0 7.20 DX 0.0 7.80 DX 36000 46000 25200 8.80 10.00 32200 9.00 10.00 • CENTRAL FAN Sys SUMMARY------------Supply Fan Mtr Drv Return Fan Mtr Drv Eff Eff • No Fan Type 1 Constant Volume 2 Constant Volume ZONAL FAN SUMMARY Space Name None Motor Location --------------- Draw-Through Draw-Through No CFM CFM BHP ----------- 1250 1600 Zonal Fan Mtr BHP Eff 0.25 0.25 Drv Eff Eff Eff CFM BHP ---------- 64 100 64 100 No CFM None None Exhaust Fan Mtr BHP Eff Drv Eff MECHANICAL VENTILATION • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates VENTILATION SUMMARY BY SPACE Floor sqft Space Name T Occupancy Area /Occ ------------------------------------------ PURIFICATION LAB(EXT.) Office 1412 143 PURIFICATION LAB(INT.) Office 700 143 MECH-4 page 22 of 26 Date: 5/25/1995 COMPLY 24 User 1645 Tran CFM Min Design sfer /Occ CFM CFM CFM ------ 21. 5 212 212 21.5 105 105 ------ TOTALS 317 317 Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values . • • HVAC ZONE HEATING & COOLING LOAD SUMMARY • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates page 23 of 26 Date: 5/25/1995 COMPLY 24 User 1645 • • HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PURIFICATION LAB(EXT.) PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 1483 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 25246 25246 2525 51156 78927 77591 PURIFICATION LAB(EXT.) 3 TON SPLIT SYS. HP PEAK 2 Day Fans STD COINCIDENT 50 %- COOLING SENSIBLE -------- (Aug 3pm) 32110 -------- 32110 3211 7993 0 -------- 43314 51876 LATENT ------ 1412 ------ 1412 1891 ------ 3303 24535 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data . SPACE HEATING & COOLING LOAD SUMMARY Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. ··Documentation: Guthrie & Associates page 24 of 26 Date: 5/25/1995 COMPLY 24 User 1645 • • SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Heating AirFlow: Cooling AirFlow: Quantity 2302.0 sqft 116.0 sqft 50.0 sqft 1412.0 sqft 0.0 sqft 0.0 sqft 1412.0 sqft o.o sqft 0.5 AC/hr 116.0 sqft 2259.2 watts 1412.0 watts 8472.0 watts 14.1 occs SPACE LOADS PURIFICATION LAB(EXT.) COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 5675 4083 620 1778 0 0 8624 0 4466 0 0 0 0 0 25246 Aug 3pm 78 F DB 83 F DB 50 % RH 67 F WB Btu/hr Btu/hr 2653 359 335 800 0 0 0 0 0 3442 5890 2410 14457 1765 32110 1412 1412 25246 Btu/hr/ [1.08 x 32110 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 669 cfm 1295 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates page 25 of 26 Date: 5/25/1995 COMPLY 24 User 1645 • • HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PURIFICATION LAB(INT.) PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 735 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 3095 3095 310 25361 28766 40987 PURIFICATION LAB(INT.) 4 TON SPLIT SYS. HP PEAK 1 Day Fans STD COINCIDENT 50 % COOLING SENSIBLE -------- (Aug 3pm) 22247 -------- 22247 2225 3963 0 -------- 28435 33143 LATENT ------ 700 ------ 700 938 ------ 1638 15675 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data . SPACE HEATING & COOLING LOAD SUMMARY • Project Name: BECKMAN INSTR.INC.-PURIFICATION LAB. Documentation: Guthrie & Associates page 26 of 26 Date: 5/25/1995 COMPLY 24 User 1645 • • SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity --------------------------------- Wall Conduction 0.0 sqft Window Conduction 0.0 sqft Door Conduction 0.0 sqft Roof Conduction 700.0 sqft Skylight Conduction 0.0 sqft Floor Conduction 0.0 sqft Slab Conduction 700.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 0.0 sqft Lighting 1120.0 watts Receptacle 700.0 watts Process 9800.0 watts Occupants 7.0 occs SPACE LOADS PURIFICATION LAB(INT.) COOLING HEATING SENSIBLE LATENT --------------------- Jan 12am Aug 5pm 70 F DB 78 F DB 50 ~ 0 RH 38 F DB 81 F DB 65 F WB Btu/hr Btu/hr Btu/hr --------------------- 0 0 0 0 0 0 881 327 0 0 0 0 0 0 0 0 2214 0 0 0 0 3160 0 1195 0 16724 0 875 700 --------------------- 3095 22280 700 Heating AirFlow: Cooling AirFlow: 3095 Btu/hr/ [1.08 x 35 F DeltaT)] = 22280 Btu/hr/ [1.08 x 23 F DeltaT)] = 82 cfm 898 cfm