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Home My WebLink About1944 KELLOGG AVE; ; CB020558; PermitGity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-29-2002 Commercial/Industrial Permit Permit No: CB020558 Bllilding Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1944 KELLOGG AV CBAD Tl Sub Type: Lot#: 2120922900 $38,040.00 Construction Type: Reference #: BDR COMMUNICATIONS 1,268 SF MEZZANIN_E ADDITION INDUST 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 02/25/2002 MOP 03/29/2002 03/29/2002 Applicant: . CANBECK CONSTRUCTION Owner: STINES MACHINE INC · ·6345 FALLS WAY 92115 619 540-5031 2481 CORAL ST VISTA CA 92083 4006 03/29i'02 0002 01 CGFU f. '•, Total Fees: $3,315.12 Building Permit Add'I Building Permit Fee Plan Check Add'I Pl~n Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee lnspecto~~ Total Payments To Date: $190.47 Balance Due: $293.03 $0.00 $190.47 $0.00 $0.00 $7.99 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee $ewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES Clearance: $3,124.65 $0.00 $0.00 $0.00 $0.00 $692.33 $0.00 $0.00 $0.00 $625.00 $0.00 $34.00 $35.00 $24.00 $0.00 $1,413.30 $0.00· $0.00 $3,315.12 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 daysfrom the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review; set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fe x ion f whi h h v r vi I n i n N Tl imil rt hi r which the tatute oflimit lions has revi usl otherwis x ired. l\1'1 ·-..,::~ ,312·4;;65 ·.;: PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday.Ave., Carlsbad CA 92008 Tl4 ~MLik = '42i~=d~ Address (inefude Bldg/Suite#) Business Name (at this address) · '-'27:3'/ CAPLSBAP JR.Aer No,a!·'-1-u L.l~,.,..~:z. 1 Legal Description iN!I Lot No. Subdivision NameJNumb6r Unit No. Ii Phase No. Total# of units 2lt..-~2.-0'3. VACAIJT: . f)fflUi LW4RE#?USE, . A?:::°r's Parcel # Existing Use r Proposed Use ~alON ~ MB-ZZ,ANINE. 12(,B.lt. 'L.. ./ Description of Work SQ. FT. # ofStories # of Bedrooms # of Bathrooms 16 !\'") City State/Zip Telephone# Fax# 1.ti'-1£ fNL? m,1 ~0,£40 ~?/jl(S Name Address City · State/Zip Telephone # flij:e;. 'D.]?ebMl)f.l ,2zs-@sFO Al-TA. 12,u eAJ-$'8AJ2 ~~ Name · Address City State/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Divisioi:i 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 J~Plicant'for a permit subjec.ls the applicant to a.civil penalty of not more than five hundred dollars [$500)). /.:' ~~-. Cals:r:Ruo:JOIJ u34$ 9U-S WW ~Pk1'2 ~tllS Name Address· City State/Zip City Busin~ License #-elc¼Sr-llhlo--~,:i,.t;~--- ~'Z.i( I Workers' Compensatlori.Declaraiion: !,hereby affirm under penalty of perjury one of the following declarations: a I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 qr the Labor Code, for the performance of the work for which this permit is issued. Ji' I have and will maintain worker's compensation, as required by Section 3700 of the l~bor Code, for the performance or the work for which this permit is issued. My worker's compensalfon insurance carrier arid policy number are: ..,7 Insurance Company ~ /:i'.Jt-.10 · Policy No. OU<,_. •02. Expiration Date'---'l;;...-.......;Oc.."l..-=----- (THIS SECTION NEED NOT BE COMPLETED IF ntE PERMIT IS FO E HUNDRED DOLLARS [$100] OR LESS) a CERTIFICATE OF EXEMPTION: I certify that in the perfo nee of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Com ··;.tlon ws of California. WARNING: failure to cqi,IIJ*!,1Ntlon unli ; and shall subject an ·employer to criminal penalties and civil fines up to·one hundred thousand doHars($100,000), In SIGNATURE vlded for In Section 3706 of the Labor Code, Interest and DATE t·hereby affirm that I am empt from the Contractor's Licen Law for the following reason: a I, as owner of the property or my employees with ages as their sole compensation, will d work and the structure is not intended or offered for salei (Sec. 7044, Business and Professions Code: The Contractor's License Law does not-apply to an owner of perty who builds or improves thereon, and who does such wor)< himself or through his own employees, provided that ~h improvements are not intended or offe for sale. If, however, the building or improvement is sold within· one year of completion, the owner-builder will have the bu~den of proving that" he did not build or impr for the purpose of sale). a I, as owner of the.property, am exclusi~JY.,contracting with licensed contracto to-construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law dqes not apply to an owner of p_roperty who ·builds or improves th n, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law): a I am exempt under Section-------,,-Business aod P. fessions Code for this reason: 1. I peJSQnally plan to provide the major labor and materials for con _ction of the proposed property improvement D YES a NO 2. I (have/have not) signed an application for a building permit fo e proposed work. 3. I have contracted with the following person (firm) to provid proposed construction (include name I address I phone number I contractors license number): 4. I plan to provide portions of the work, but I have hir the following person to coordinate, supervise and provide the major work (include name I address I phone number I /ontractorslicense.number): ------'----------'--'---------------------------- 5. I will provide some of the work, but I have conic ed (hired) the following persons to provide the work indicated (include name I address I phone number/ type of work): PROPERTY OWNER SIGNATURE----' ______ .......__~-----------------,. DATE __________ _ PERMIT APPLICATION , CITY OF CAR!-SBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required·to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presle1-Tanner Hazardous·Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality.management district? D YES o NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. e;~~~-·-~~1t;ttJ:~·-::t1t~~~~oo~~~ 1-h~reby-affirm that there is-a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME _________________ _ ~&.i.MiMAWfi,£i~-~~tf::,f;fi@};~:,;.~1Em1iill~>~Wi ;.(;:,j,,!;£1i;i,i',,M;,!'1,;{/%'.;!''tif.~,u;;::fuii:1i./(' "',,.-., ·, ', ·:,,,, ,. ". ,~. ,. :, · · · S)_,, · / ... , ~--e • ,c.'1·'·. · ,,;. -·~-··~'t, ,. ,-~. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws·relating to building construction. I ~ereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID Cl IN CONSEQUENCE-OF THE GRANTING OF THIS PERMIT. of structures over 3 stories in height II expire by limitation and become null and void if the building.or work authorized or work authorized by such permit is sus nded ' r abandoned at any time after . ..... ' .. City of Carlsbad Bldg Inspection Request For: 03/04/2003 Permit# CB020558 Inspector Assignment: TP 04/23/2002 24 Rough/Topout AP TP 04/23/2002 34 Rough Electric AP TP 2ND FLR WALLS 04/23/2002 44 Rough/Ducts/Dampers AP TP 2ND FLR EXHST DUCT RESTRMS 04/22/2002 14 Frame/Steel/Bolting/Welding co TP 04/22/2002 24 Rough/Topout co TP 04/22/2002 34 Rough Electric co TP 04/15/2002 14 Frame/Steel/Bolting/Welding NR TP 04/05/2002 11 Ftg/Foundation/Piers AP TP P.G. @ SPRD: FTNS 04/05/2002 :t 2 Steel/Bond Beam WC TP 04/05/2002 24 Rough/Topout AP TP RE-LOC WASTE LN. 04/01/2002 11 Ftg/Foundation/Piers AP TP SPRD FTNS MEZ., STAS. PER SPECS 04/01/2002 12 Steel/Bond Beam AP TP 04/01/2002 2~ Rough/Topout NR TP City of Carlsbad Bldg Inspection Request For: 03/04/2003 Perrriit# CB020558 Inspector Assignment: TP --- Title: BDR COMMUNICATIONS Description: 1,268 SF MEZZANINE ADDITION Type: Tl Job Address: Suite: Location: Sub Type; INDUST 1944 KELLOGG AV Lot 0 Phone: 6195405031 APPLICANT CANBECK CONSTRUCTION Inspector.~ Owner: REDMON BRUCE&VICKI FAMILY TRUST 11-26-02 Remarks: Total Time: CD Description 19 Final· Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical -- -- Act Comment Requested By: EDGAR Entered By: CHRISTINE ~---'----------- t=-· --- Associated PCRs/CVs lnsi;zection Histo,:y Date Descri~tion 02/28/2003 89 Final Combo 02/27/2003 89 Final Combo 02/20/2003 89 Final Combo 11/25/2002 89 Final Combo 06/18/2002 89 Final Combo 05/24/2002 14 Frame/Steel/Bolting/W aiding 05/24/2002 34 Rough Electric 05/24/2002 44 Rough/Ducts/Dampers 05/21/2002 14 Frame/Steel/Bolting/Welding 05/02/2002 17 Interior Lath/Drywall 04/26/2002 17 Interior Lath/Drywall 04/24/2002 14 Frame/Steel/Bolting/Welding 04/24/2002 24 Rough/Topout 04/24/2002 34 Rough Electric 04/23/2002 14 Frame/Steel/Bolting/Welding 04/23/2002 14 Frame/Steel/Bolting/Welding Act co NS co co NR AP AP AP NR AP AP AP WC AP AP AP lnsp TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP Comments RE-SCHEDULE SEE NOTICE ATTACHED NOTIFIED OWNER TO CONTACT BLDG DE:rP RE: EXPIRING PERMIT. NEED FIRE FINAL T BAR CEIL 2ND FLR. HALL, 1 ST FLR RMS CEIL LITES 2ND FLR HALL, 1 ST FLR RMS DUCTS RE-Loe 2ND FLR. HALL, 1 ST FLR RMS NO ACCESS NEW FLOORING NEED TOWRAP CLMNS UNDER STAIRS 2ND FLR, PART 1ST FLR PARA-LAMS SUPP. 2ND FLR MEZ. 1ST FLA WALLS 2ND FLA MEZ DECK SHTNG 2ND FLR WALLS . . -: 111111----GYP. BO. ·o/. MTL STUDS PER WALL LEGEND . -. .. ... . . __ i..:flf...;rl ~ %1":-'f.~ N~ ~-ao t'tz. ~UAL.-. --~~1 a.i;. · . . . . 00 NOT ATTACH GYP. ·BO. ro sruo . · ..,______ METAL sruo .SHOT fNTO ,.._i~ _ _......_..,.~---"'I WALL -- ~ .. ·-· ! .. . tAJJ~ ~=--· •. _ ·" . -• • • · . · -·_ • • • . . EXISTING CONC: -WALL= · .. ""'. :· . . . .. -. . . .-I • • . : 'Iii, ••• ·. ', " -. ~--. . .. _:': -... . . . ··sruo~·~ wALL.~ ro' CONb. ·:·WALL .. · .. :· . . .. . .{ . . -.. .. ~ ... . : .. . .. . .. ldAY-: 4~11 o~ -?';:\r=-y::1~ ~~Z:Z:Af-J.lf-.-J~ . . .. ' ... ; ·- · ~EXIST. ROOF ..,.____ EXIST. 2x6 FRAMING. EXIST. J /'r: . GYP.f)O~· CAULK UNDERSIDE OF EXISTING . ROOF WHERE OCCURS . . .. ... "+-I~---PROVIDE LONG LEG MTI •• TRACK AT TOP . OF STUD .: WALL FRICTION Af TOP .. 0 ,: OF STUD W/ 1 /t' cut: FOR MOVEMENT. 00 NOT .. ATTACH GYP. BO. TO Ct'> roP TRACK •. • -- .. !i -' •. I' -~--rit1 ~~ fi.,A.~ ---;1.-y' ~"Ji ft1-~Ja,..t-J . ,··: .. .. ;·· . ;;;~;;:~:"::_~·. ·:~i,;._ _~::.-,;·~:~,;.;.;_:; ::;·;;~-:~~~~'.::."'~ '::·:·:·-:-:::·. _-:· -= -->-~ --~~-·-:.· . ,. -. ·.· . -. . .: '. ~~,__, __ METAL STUDS AT 24• o~c .. . -. . . .. ., . ~~ill!+-I----_---·~. ONE I.AYE~ or: ,5/~ GYP. · · · ·· BO. ·EACH-SIDE·. · . _.,.........,...i-,-..-.._-NOISE' BAARtER-·BATT INSULATION PER LEGEND --BASE WHERE OCCURS RN1sH FLOOR L ~filJtr ) · · · • ·. · · · ,. HILTr RAM SET. ICBOf . ··>_:~_:"_:_~_)....,.·-~_....,. .. _. ...... .:..:...;._ --NRB230 OR. ·EQUAL ?'211 qc..,.,_ HAi.-L.-~110~-~ro~A?t~ ~H .,_Hl§;ZZANI~~ : Project Addres·s: . ·.·. ' . City:_ . C~l~. .. Building Permit#: · .. · .. ·. · · '.b2 05.S .;_ ~· ,;_,~-.. : ·'·"'~.·· Pian Fil~#: Type .. of Inspection: ed I observed: ·•· {ff!. J._..-· • ~-. ' . . '\ Client: Contractor. · Foreman: \J\'f3ather:· I ri i 1 • 1r ., . . .. ~ . . . ,.;, ,.:·· --~;. 1 ' . -. , .• : . f :~l!.;~ .. ,.. . . . ' 1-----+------------------------------------~~~-~ . ~~-: _· Samij_tes Taken: yes_· _ No.L. · Typef . ,,, Sise: Quan~ty in Sample: · Inspector. /'t,I ~;i,..-0 -. ' "" . City Cert. #) ~--. VII. · ,fin.r,(fl1,(_.,I . .,, - .... i;: -Jop~it~. ·Representative: . -1· (}··· .. '. ; Hours : 0.T. .;i. f . . t::·, . . . -~· 56 74 El C~fmino Real. Suite-H. Carlsbad. California .., (760) 434-2617 . •. ~-, .. ·:;-.. :·: ·1·-.• I ! ! .• .. .. , ' { : I f . (·:. ,,..i' ' / q / .. . . . . . ,.,_,_, ___ (_::'·/·. ·-·-.... -T e~hnical Field Setvices, Inc~ ;, Co.nstruction Qualitj-· Control *----- Date: <-f /1 \"' Day: \ . .1 ._ .. __ l..... • \.-..., J \,. Client: 1, ... : Building Permit#: Plan File#: Type of Inspection: r Code: -: ,,,·;-·. ' :.. ·f' I • { --r.;,:;: ,, l' ;i J;:: .\.. ,'' . 0 ~t J--__ ...µ:.=!::::....L..:....:.!::~~'-=--J2l'3.:::::X!::!~L-a:::.-.IUJ.J~~:J.;..;..L;..!.~=:a...t.-.J,.,l,-'!wi:..L..=i.-J.~-.l.\..;!.li'..::,'. ___ _,· ' 1: \-i:·:: . :-:-. ~ I ! .. 1 ' ·. _· -: .:-=-:-_:./_:-.-,~---,/.: _.. ·-:· :·;. ; .. .-_..:~'.-: ' \:;: ·. -''i·'if -~_.:_:· •. : ·_, . ' . ·._ . . . ·-t ':.; :'..· -~ '1 • ··. ·.:. ·i. ........ ~ ..... -: . ... 1{ L.---/. -'I.~ . ·.,. 1~ ' : "•;.~_ .. '• -~ ,-·, l ·:1 .. :;•' ~ ?·' --1 i-----+------...----------------:""!!:;-;!'""'-,i,_._.'!"'. ~------------------! . )ti 'Samples Ta!(en: Y~s. . No __ ' . ' -::?: . lnspector:e.\'"$(~ K · . City--Cert. f!-. ·.:- . -· . ~-. _ ,_~... . -- ·/?,t ·T:up·'. e· · · Sise: ·:~-~'!i~~~·. . . ,:.., -· '"(760f4;'f4a.2617 ...... ;,· / .. _T_~_c-.h_n __ ic_· ~_.l_. F_.-1_·e_ld~S_e_rv~-_ic_e_$ __ , _ln_-c_-. __ .·_ .. :·-_:*:-~-.. _-______ 1 · __ :_. _____ __ Constructioi~ Qrr:.t~it}' Control · ·. .. ,,._ ,·, ·.· .. : .. , ,, .. ., . ·. . ~ . Project Name: th le Ccw .. "\v,"U.vilCC<.iivJ TFS_ Project#: .:sz·is-Date: lf} z:s/ o2_ I Day: Tu. Project-1Address: . /q44 /(e tloq Ave.· • . ,, Author: r 'P;/$J?; w City; CJ, Client: Corl s.C::.aJ -~b (< c oM W" . ,. -. Bt1ilding Permit#: Contractor:. c...Ko1 os-s-~ C.a 1.1 hPc_ k ' .. -- Plan File#: ' Foreman: : -S-e V"YVi Type ;_of Inspection: Et>uxv. bit Weath.er: . -' ; C. / e {),,t.. '?~ S·""" . .J . .. Code: ,. Report of work inspected I observed: ,. c.P:--.. <..1v'\ s;·.fe.. .c;:.,r iv'\ SPt?c'{i LJV'····.c51_ bnl+ D/0. c-e ltl/1 ~--I ~~e .. · ·, Ill {v "<.. Ki S,/. ,"'v'-(}., r ,""JV'. c. ..r €' { P +;,,-.r--h I. V-> -S.-f door l rf,;l\e& (z "') !/ f( <6 Lo( e.S. L/1/'L.11;;_-5f CoJA +v-r;. c: -br 4 r,,..,; VI .I I ·~ ·. f d.(?e.D Br~S4t-ed1 r' \Jr.c_1 -'lAA ,o'rf} /-on ~ ~ vi-i D ~...-n.,, S. . /." ·- I ' f_Cfu ti $17Cf F-f ·,o.L ,-+vQ 1,,1.Gi~ P DbKV.. (J v:, ,,.1) , .fl &,!Is (/ Uor~ r ...... ,,.,...l)I ,es I j : 4'L-. (,I . . _) ~ C -t"'C't • ~ J)/a ... ~ ~1>ec1 , . ,0/\ . ·, I • ' l .. ,. " ,, .. ... ', .. ;, ·-· , : . .. . . .. '• ' .. : .. . . . . <="',_ ... ' j ! i .. <• .. i . Samples Taken: Yes_. _ No~ .. { ' Type:-Sise: •' : Quantity in Sample: Inspector: CIA . S' , :p· . , f I V,VIC>W City Cert. #_ 17_1_ Jobsite Representative: i'cso # 5l)(..J5~q ,f,., :., t('f . Type: c./ f'l.A/ PT· X df'AJi;Ji _ (\ r-.:/n , . :\ ·/ ) ·• I .. l·)r f!Uv" ii~-.J'L,d1. l ~ . J\\ _./ -~D ·~::,"I"' ,• t\ -~·-,~, ~---I 0. Inspector Sl\}nature· 1' ... ·Hours· O.T . 5<>7-t El Camino Rcnl. Suite H;Carlshad.·California 92008 (760) -H-+-2611 · · • I . ·.. : ... ; :---: .... ~ \, . ·:·:·:, ,·, ; ',.• I; ; 1; -r·f~ ./C)((;' ·. ' •···· ~ -:.. ,, . . .. . ;: • ·1 .... --;: ' ., ·,·.:. . , . ~ •. 00:39 176074502~9 GEORGE&KROGH~JELDING PAGE 01 I "'f ••IPl',.11« Jl'c;11'1;i1IIT fN ou•LIC:•TC. ltl'Baw,,u, "'l'Wt ,;,a,111111111,. Cal"" -rw T'><il 1HJll'IUiTICIN !:1-•IITMKffT, IIC'TAIN OtolS Cl;l,.'I PD• YOU .. •fl'H ..... ftO, IIOSST!R!!'l Ui(SftlCTott''.. WE!~LY REPORT HD, I ~:;,::~\ ....... ~ ...... ~-------.. --"· , ......... i::ov1!11Nti Wt)#I( fl!!;RFOIM~D I O ~t tNr01'1W CctCltfft d sr11l,.le'l' • 51'!1L A!!EMIL. 'I O ~IIE. I..N.i. , ... , I CATI ~ Wl,flCf ~tOIJIIU0 """'llOV .. l. av i p llli!C. r:'i'l~!SE!C. C:eNci!ll'I'! D ~,,~o.-ca:o ~'fll:Ji.N O OTMER THE SPECIAi. INSPl;CTOR OF i :l •t: INFCllt~ID ~JASCMl't' C) PILE !HIVING ti U 1'I U 11 IL I• •••• ,. n,~ .. N' .... ~'"''' ,,,utt • -~-•i:iQl'ICH 1 q44 ke.ll 0,9 Ave a1,ll!. :;!INCi I0\:~"'1-;"' Mll""l~tl I""'""' .. ,1,,t 1111"',li"' ,eo-z.os st .4,n+Gllll•A PftCI.Ui:11:'? x.l>WS. "lllliNITSloT Mt. 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't. ~01.T~ 'l'Oae1Jc1::U CHECIIC~ l'l'C, 4-S-02. 1' "Ptl".for-m s 'P ec.·i Cl\ l:""15p ec,.\-,on 0~ Co\~n ..\-c, bCAS,f. VJ e.l ~ci Ccnn(.C.+)oviS : 8 e.~c.i\.\. (./'.,,. u .. )C 3/p;/' Tl,)b.t Columns 5 eQc.h c.•• < 4 1 '"' 116 ,t Tube. Co\ i.,n,,,, s w tldt.e) +o y. If bc:iis.c 1 -z_ Si. We.\dis weu .. ui~1.>Qll'1 ,ns.pe.c..\c.d ~ · 1 ~so r f! j ~ a~~ ..fQv\"id. o.~~ + ~ , . 0 . o M'C\1\S l.i'\ E-S.\~n cr-o.w·t11~s . A\so \ nr;r.e.c...t-\-co l+e& Cori l'ULC.il-i 011$ Qnd +\nd bot+-s +,9n+. l Ab~ wotl<. o.nJ h'\~ i~ ls Qc~blt_, .. l S pt.oi~\ L"l~or ~IC..1< s . "'"R, ewe.C"" :!.C'Bb i o Lo ~ 1···n ... is E-,p ...,-1"!1-C~ . . .:tr't~~ 11/\ ~ 1',k. 3!: ....., , .... 4• Ph\ ' FEl:!-25-2003 TUE 10:os AM CITY Of CARSLBAD FAX NO. 760 602 8558 8.Pl!!CJAL INIPICTION PROGAAM ADtlRESSOR·L.EQALDISCRl~TION1 / f o/'7' J{e i. LO Ge;. P. 02 Ave-, PLAN CHECK NUMB~: C/:J·O~·os S,LOWNER'S NAMI!: -(J..{2 le. Com~ '6rJ ,·c.A. -h't>1:s- • • I I, as th• •ngtneer/archltlllet of racord,·certtfy that I have prepa,-d the following 1peclal ln•p•ction program aa requlrad by UBC Seclton 108:B.S tor th& constrUctlon praJed: racat,d at the site li1t1d •bove; Signed ______________ _ 1. Wst of work ,..,1rrn1 •peclll lnapectton: A (&)· San• Camplllnce Prior ta Faund1tlon· ln1pectfon /J [&J 'Field ,Waldlncl' · · A (E struotural c-,nar'ltt Owir 2100 PSI 1J [3 High StNngth BoltlnCI D PN&tretMd Concrete D E:icpa,talon/Epoxy Anuhora O Strqctural M1aonry · CJ Sprayad..On Ffraprootlna D D•1Jgner Specffltd D Otl'ler ____ _ 2. Nan;e{s) or lndlvldu11(1) ar fl~•) re1pon.lbf• for the apecial lnipeatlon• H•ted aSJava: A. -r~c.6aicf'-I r,~14 .Stt.J,,ol/1C.t:$, :t:A.Jc., --· •• ' a. rf.1:c.k s. te/,'1.c""' c; ---------------------------- 3. Dutlea of the •f*l•I 1n.-c:tori for the work ltltld 1bGv•:. A. a. C. ' ' Technical Field Services, Inc. Copstru£tion Quality Control Canbeck Construction 6345 Falls Way San Diego, California 92115 Subject: Geotechnical Review, 1944 Kellog Street, Carlsbad Dear Mr. Beckley: February 8, 2002 Project No.: 3285 In accordance with your request, we have visited the project site, and have reviewed documenta- tion regarding the previous mezzanine design and construction. It is our opinion that bearing capacities for footing design of an extension of the mezzanine could use those as listed in the 1997 UBC Table 18-1-A. The soil conditions at the site are classified as Silty Sand, and have an allowable foundation pressure of 1500 psffor footings founded a minimum of 12 inches into natu- ral grade. This value may be increased by 20% for each additional foot of depth, to a maximum value of 2500 ps£ We appreciate the opportunity and look forward towards continued involvement with your proj- ects. Should you have questions, please c_ontact the undersigned at (760) 434-2617. Respectfully submitted, Technical Field Services Christopher A. innow, P.E. Principal Engineer CP/cp 5(,74 EI Camino Real, Suite ff, Carlsbad, California 92008 (760)~.s-ra DATE: March 29, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-558 EsGil Corporation 'l.n Partnersfiip witfi (jovemment for '13uitaing Safety SET: III PROJECT ADDRESS: 1944 Kellogg Ave ~NT ~' CJ PLAN REVIEWER CJ FILE PROJECT NAME: Mezzanine Addition for BDR Communications D The plans transmitted herewith have. been corrected where necessary and substantially comply with the jurisdiction's building codes. C8:] 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 Cor:poration until corrected plans are submitted for recheck . . D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation ,staff did not advise the applicant that tile plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Edgar F. Beckley Telephone#: 619/286-4025 Date contacted: 3/29/02. (by: Abe) . Fax /J! Mail · Telephone Fax In Person -V REMARKS: New toilets at the mezzanine are required~ ~ccessible. City Building Staff to review. By: Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures: 3/29/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: March 21, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-558 EsGil Corporation 'I.it. Partners/i.ip wit/i. (jovemment for '.Buiufing Safety SET: II PROJECT ADDRESS: 1944 Kellogg Ave PROJECT NAME: Mezzanine Addition for-BDR Communications D AJ?PLICANT D~ D PO\N 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 recheGk. ~ 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. · 1:8:] The applicant's copy of the check list has been sent to: Canbeck Construction · 6345 Falls Way, San Diego, CA 92115 D Esgil Corporation staff di~ not advise the applicant that the plan check has been completed. 1:8:] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Canbeck Construction Telephone#: 619/540-5031 Date contacted: ~>f2.1 /t:>.l (by: FAx) Fax#: 619/286-4026 Mail .......=refephone D REMARKS: Fax....-----In Person By: Abe Doliente Esgil Corporation D GA D MB D E~ D PC Enclosures: 3/14/02 trnsmtl.dot ' ' 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ) Carlsbad 02-558 March 21, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1944 Kellogg Ave DATE PLAN RECEIVED BY 'ESGIL CORPORATION: 3/14/02 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 02-558 SET: II DATE RECHECK COMPLETED: March 21, 2002 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy .conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced· by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: · Esgil Corp. qr to the bldg. dept. of the juris. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? ·oYes .DNo. ) Carlsbad 02-558 March 21, 2002 1. 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 ahd Professions Code. All sheets must be signed. 6. The tenant space and new and/or existing facilities serving the remodeled area must be aGcessible to and functional for the physically disabled. See the attached correction sheet. Title 24. · 7. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant toads and required exit widths. Include the existing mezzanine. Sheet A3 of the plans shows conference room at grid B, while sheet A5 shows office. Please clarify. Clearly show the location of the two stairways. 8. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1004.2.4. 9. The maximum number of required exits and their required separation must be maintained until egress is provided from the strµcture. Section 1004.2.3.1. 10. Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 1004.2.2. The conference room at the mezzanine may create a problem. 11. Exits shall not pass through kitchens, warehouses, or spaces used for similar purposes. Section 1004.2.2. The jurisdiction has contracted with Esgil Corporation located at 9~20 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 02-558 March 21, 2002 DEPARTMENT OF STATE ARCHITECT TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1-998 edition of California Building Code, Title 24. Per Section 101.4.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this· checklist are printed in the California Building Code, Title 24. · REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 11348.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. SANITARY FACILITIES 25. Sanitary facilities are required to be accessible, per Section 11158.1. Include the toilets at the mezzanine. DATE: March 7, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-558 EsGil Corporation 1.n Partne.rsli.ip witfi. qoverntnent for '.Buifaing Safety SET:I PROJECT ADDRESS: 1944 Kellogg Ave PROJECT NAME: Mezzanine Addition for BDR Communications D~CANT D~ D PLAN REVIEWER D FILE D 1he plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substanti$11y 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. [gj The applicant's copy of the check list has been sent to: Canbeck Construction 6345 Falls Way, San Diego, CA 9211'5 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [gJ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Canbeck Construction Telephone#: 619/540-5031 Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Abe Doliente Esgil Corporation D GA D MB ~ EJ tJ PC Enclosures: 2/26/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego,'California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 02-558 March .7, 2002 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 02-558 OCCUPANCY: B/S-1 TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: ? . SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED; March 7, 2002 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE:. Office, warehouse ACTUAL AREA: Mezz addn -1,268 SF STORIES: l+ M HEIGHT: ? OCCUPANT LOAD: ? DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/26/02 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 USC. The following items listed n~ed clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval _of the plans does not permit the violation of any state, county or city law. To speed up .the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 02-558 M~rch 7, 2002 Pl·ease make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1-635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set.of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, St1ite 208., San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, EngiAeering and Fire Departments until review by EsGil Corporation is complete. 1. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Provide a statement on the Title· Sheet of the plc;1ns stating that this project shall comply with the 1998 edition of the California Building Code {Title 24 ), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. 3. 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 106.3.3. Include the existing mezzanine. 4. Show any existing fire rated area sepc;1ration walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. 5. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. 6. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. 7. Provide an exit analysis plan (may be 8 1 /2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using .arrows), accumulated occupant loads and required exit widths. Include the existing mezzanine. Carlsbad 02-558 March 7, 2002 8. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1004.2.4. 9. The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 1004.2.3.1. 10. Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 1004.2.2. The conference room at the mezzanine may create a problem. 11. Exits shall not pass through kitchens, warehouses, or spaces used for similar purposes. · Section 1004.2.2. 1.2. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. 1.3. Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. 14. Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 1003.3.1.6. • MISCELLANEOUS 15. Please show on sheets A2 and A3, the grid lines shown on sheet S3. The architectural and structural plans must agree. 16. Please see the following corrections for electrical, plumbing, mechanical and energy. 17. 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. 18. 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 Carlsbad 02-558 March 7, 2002 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questibns regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. PLUMBING, MECHANICAL, AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign the approved set of the plans. ENERGY CONSERVATION 2. Provide plans, calculations and worksheets to show compliance with current energy standards. The envelope design is not included. 3. On the plans clearly show the w~II and roof insulation locations, thickness, and R-values, as per the energy design. 4. The completed and signed ENV-1, L TG-1, and MECH-1 forms must be imprinted on the plans .. (All parts). Note: U you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 02-558 March 7, 2002 DEPARTMENT OF STATE ARCHITECT TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items ar~ taken from the 1998 edition of California Building Code, Title 24. Per Section 101.4.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: 2. 3. 4. . a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the .building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitc1ry facilities that seNe the remodeled area must be shown to comply with all accessibility features. d) Existing ·drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. • SITE PLAN REQUIREMENTS Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B.1. -Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5.7 and 1127B.3. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public. way. per Section 1114B.1.2. '-Carlsbad 02-558 March 7, 2002 • ACCESSIBLE PARKING 5. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 11 B-7 the minimum number of spaces is: a) 1 for each 25 spaces up to 100 total spaces. 6. Show that the accessible parking spaces are located, per Section 1129B.1 as follows: a) On the shortest possible route to an accessible entrance, when serving a particular building. b) On the shortest route of travel to an accessible entrance of a parking facility. c) Spaces are to be dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. 7. Show that accessible parking spaces comply with Section 1129B.4.1 as follows: a) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. b) When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces -can be provided within a 23'0" area with a 5"0" loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18'0" in depth. 8. At least one in every 8 accessible parking spaces shall be .served by an access aisle ~96" in width and designated as VAN ACCESSIBLE, per Section 1129B.4.2. 9. Show or note that the maximum slope of the parking surface at the accessible space, in any directioh, is ::;;¼" per ft (2% ), per Section 1129B.4.4. The maximum slope at the passenger loading zone is to be ::;;2%. 10. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall ~70 in.2 in area. c) When in the path of travel, they shall be posted ~80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wa'll of the interior end of the parking space ~36" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 1129B.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 1129B.5. . Carlsbad 02-558 March 7, 2002 f) In addition, the surface of each accessible space is required to be marked r with the international symbol of accessibility. 11. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be 2':17" x 22" with lettering not :5:1" in height. Per Section 1.1298.5 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away a, owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning ______ " • ENTRANCES AND CIRCULATION 12. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 11338.1. • DOORS 13. Revise plans, or door schedules, to show that every required passage door has 2':32" clear width, per Section 11338 .2. 14. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be :5:½" lower than the doorway threshold, per Section 1133.2.4.1. 15. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11338.2,5.1: a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other h~:irdware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered 2':30" but :5:44" above floor. 16. Show or note that the maximum effort to operate doors shall not exceed 8-½ pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 11338.2.5. 17. Show or note that the lower 10" of all doors comply with Section 11338.2.6, as follows: a) To be smooth and unin,~rrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame. doors may use a 1 O" high smooth panel on the push side of the door. NOTE: Exception for automatic or sliding doors. Carlsbad 02-558 March 7, 2002 • STAIRWAYS AND HANDRAILS 18. Show that handrails are provided on each side of the stairs, per Section 1003.3.3.6a. Exception: Private stairways 30" or less in height may have handrails on one side only. 19. Provide sections, details or notes to show that handrails are to be located :2:34" but s38" above nosing of treads, per Section 11338.4.2.1. 20. Show that handrails extend a :2:12" beyond top nosing, and :2:12"-plus-tread-width beyond the bottom nosing, per Section 1133B.4.2.2. 21. Per Section 1006.9.2.6a, provide details, sections or notes to show that handgrip portions of handrails are: a) :2:1¼" and s1½" in cross· sectional dimension. b) The shape may provide an equivalent gripping surface. c) The handgrip portion shallhave a smooth surface, without any sharp corners. 22. Stair treads shalt be no less than 11" deep, measured from riser to riser. Section 11338.4.5.3. This applies even if basic USC provisions may allow a narrower tread. 23. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 11338.4.4, as follows: a) At least 2" wide (but not more than 4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 24. Note that all tread surfaces comply with Section 11338.4.5, as follows: a) Stair treads shall be no less than 11" deep, measured from riser to riser. b) Be slip resistant. · c) Have smooth, rounded or chamfered exposed edges. d) Have no abrupt edges at the nosing. e) Nosing shall not project :2:1 ½" past the face of the riser above. f) Open risers are not permitted. • SANITARY FACILITIES ., 25. Sanitary facilities are required to be accessible, per Section 11158.1. Include the toilets at the mezzanine. Carlsbad 02-558 March 7, 2002 26. Show that passageways leading to sanitary facilities have required clear access widths, per Section 11158.4. Show that all doorways have: a) ~32" clear opening. b) A clear area: i) :?:60" in the direction of the door swing. ii) :?:44" away from the direction of door swing. c) All strike edge clearance dimensions are required to be met (i.e. 18" strike edge distance)~ · 27. Note that the doorways leading to sanitary facilities shall be identified, per Section 11158.5, as follows: a) An equilateral triangle¼" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle ¼" thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 60". e) Braille signage shall also be located on the wall adjacent to the latch outs_ide of the doorways leading to the sanitary facilities, per Section 11178.5.9. • SINGLE ACCOMMODATION FACILITIES 28. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the poor, per Section 1115B.7.2. The space is required to be: a) ~60" diameter. b) AT-shaped space as shown in Figure 11B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. · 29. Show that the water closet Is located in a space, per Section 111587.2, which provides: a) A minimum side clearance of either: i) ~8" from a fixture. ii) ~32" from a wall on one side. b) ~48" clear space in front of the water closet. Carlsbad 02-558 March 7, 2002 • RESTROOM FIXTURES AND ACCESSORIES 30. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code:. a) The seat is to be ~17" but s19" in height. b) The controls-for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be s44" above the floor. 31. Show that accessible lavatories comply with the following, per Sections 1115B.9.1 and California Plumbing Code: a) ::::30" x 48" clear space is provided ·in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) The counter top is s34" maximum above the floor. d) ::::29" high, reducing to 27" at a point located 8" back from the front edge. e) :?:9" high x 30" wide and 17" deep at the bottom. f) _Hot water pipes _and drain line~ are insulated. 32. Show that grab bars comply with the following, per Section 1115B.8: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be instc;1lled as high as 36". c) Grab bars at the side shall be located: i) 15" to 16½" (±1 ") from the center line of the water closet stool. ii) Be ::::42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be ~36". d) The diameter, or width, of the grab bar gripping surface is ~1 ¼" but s 1 ½", or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1 ½". f) Be designed to support 250#. · Carlsbad 02-558 March 7, 2002 33. Show on the plans ~40" height for: a) The oper~ble parts of at least t; i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom· edge of mirrors. • GENERAL ACCESSIBILITY REQUIREMENTS •. SIGNAGE 34.. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall Qe accompanied by Braille. Section 1117B.5. 35. Provide a note on. the plans stating that the signage requirements of Section 1117B.5 will be satisfied. Carlsbad 02-558 March 7, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-558 PREPARED BY: Abe Doliente DATE: March 7, 2002 BUILDING ADDRESS: 1944 Kellogg Ave BUILDING OCCUPANCY: B/S,.1 TYPE OF CONSTRUCTION: V-N BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Mezz Addn 1268 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 131dg. Permit Fee by Ordinance I • I Plan C::heck Fee by Ordinance ·1 • I Type of Review: 0 Complete Review D Structural Only D R~p_etitive Fee [E Repeats Comments: D Other D Hourly _I __ -..... I Hour* Esgil Phu~ Review Fee ($) 38,040 38,040 $293.031 $190.471 $164.101 Sheet 1 of 1 macvalue.doc PLANNINC/ENCINEERtN·c APPROVALS PERMIT NUMBER CB 02---S::s¼ RESIDENTIAL RE$1DENTIAL ADDITION MINOR C < $10,000.00} OTHER _ NANT IMPROVEMEN~ PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC -----------,--------,...-------- PLANNER DATE ----------------- '- ENGINEER ~ C ~ DATE (} 0.J> ~ {) J.-._ 4 pe;e; A-Ttt\-GtfE:t *- oocstMlsforms/Planntng·Englneerlng Approvals ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. pl. Calculation based on building plancheck plan submittal. Address: · {9 ~+ l(eJl6jJ' AvrL-Bldg. Permit No. CfJ;;o 2 -s;s-g Prepared by: _____ Date: _____ ;..__ __ Checked by: _____ Date: ___ _ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: {)t/i__cg Sq. Ft/Units: 71 :2&~. / UJ EDU's: _ ___;,_,_7_0 __ Types of Use:---------~ Sq. Ft/Units:. _________ EDU's: _____ _ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: {)t/i.u Sq. Ft/Units: /.]_&f ,(le J ADT's: ,;)_5"' _......::::;.._,;;_ __ _ Types of Use: ______ _ Sq. Ft/Units:. _______ ADT's: _____ _ FEES REQUIRED: WITHIN CFO: ~ES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE PARKAREA&#: __ _ FEF,:/UNIT: ___ _ X NO. UNITS: __ _ \ii_ 2. TRAFFIC IMPACT FEE AbT's/UNITS: ,;2..,~ X . FEE/ADT: ;)<;; 'f/L_3. BRIDGE AND.THOROUGHFARE ~EE (DIST. #1 __K DIST. #2 ADT's/UNITS: ;)--g -X FEE/ADT: --- D 4. FACILITIES MANAGEMENT FEE .ZONE: UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: lit. 5. SEWER FEE EDU's: 670 X FEE/EDU:.:2cO!9 BENEFIT AREA: EDU's: X FEE/EDU: .D 6. SEWER LATERAL ($2,500) =$ ____ _ =$__;;_,;_&_~-- DIST.#3_) =$ N/A- =$ ----- =$ !, if /3, 30 j =$ ·----- =$ ·----- D 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEE/AC: =$. ____ _ D -8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWAFEE IRRIGATION 1 of2 . F:\FEE"CALCULATION WORKSHEET.doc Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*:$ ,2_, 0 3 g · 3() ~-,~--~------' *NOTE: This calculation sheet is~ a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of2 F:\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 / j(J DD EJo D ¥ ~ • T ~ :.. _\,:~ ~-,,: •• ,,. '·, --~ . \ .. l,. ,: -: • -~ 1._ ~, Planner PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST --vc:....:.:;:=~::..;_~----=------'--.,..-- Address \9l-ftf lLe£~ Ave-. Phone (760) 602-__ L(.-"-'G=Z:~2~---- AP N: __ ..::;,__~__;:::......;~-i,'~:....,_jl=L-"-...,1,.::;.-4-----''----------.--------- Type of Project & Use:.......,.:L!f,Z~___,J~:..._,~ Net Project Density: _ __,.........,.~::;.....;:=---~D--'U...;../;....;A....c.C_ Zoning: :P::VV'--General Plan: y)\ Facilities Management.Zone: _S--.;..._ __ ., CFD (in/out) #~Date of participation: ____ Remaining net dev acres: - Circle One (For non-residential development: Type of land used created by this permit: ___________________ ) Legend: ~ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES NO TYPE ___ _ DATE OF COMPLETION: . ---------- · Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _______ DATE __ _ PROJECT NO. f@~5:rOZ-- OTHER .RELATED CASES: _____________________ _ Compliance with conditions or approval? If not, state condition~ which require action. Conditions of Approval: _________ _.._ ___________ _ Coastal Zone Assessment/Compliance Project site lo_cated in Coastal Zone? YES_. _ NO CA Coastal Commission Authority? YES__ NO If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES If NO,·.complete Coastal Permit Determination Form now. .. .... . . ~ •. . Coastal Permit Determination Log #: NO · -•. , Follow-Up Actions: . . . . , -~-\_ '"'lo.~ •• < •• •4 • • .---.. ~ •• : .... ~~ .... ·.l_.., ', ~: • • '•,. .' 1) ~-_ Stamp Building: Plan~·-as "Exempt" or "Coastal -Permh Require'd'.;.;(at minimum Floor Plans). ', ,,. -• .._ •. .Ji<, ! ', I • , --~) Co.1;11p}~te (;oastal...P.~~mit.,l?,~ter['T.1.in~tiot1 Log ?rneed~q. _ ; . -~ \ -., )' \ . .., .. ,, ' ·. !, ' ·· lnclusionary Housing-Fee required: YES NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) ' ,_Data.Entry CompJeted? YES ... ,;~.NO . ·:"'-(A7P-LDs:, f.ctivity. Mainter:iancri~~ en,ir CB#, toolbar, Screens, Housing Fees, Construct-Housing · Y /N, Enter Fee, UPDATE!) · --. -,, } H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 21:DD JZfDD il! DD ~DD rn('D D &DD &;(o ~ 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right- of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property -and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1 . Applicability: YES ____ NO ___ _ 2. Project complies YES ___ NO ___ _ Zoning: 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown · 2. Accessory structure setbacks: Front: Required --------1 n t er i or Side: Required ------ Shown ------Shown ------Street Side: Required ------Shown ------Rear: Required ------Shown ------Structure separation: Required ------Shown ------ 3. Lot Coverage: Required Shown ------ 4. Height: Required Shown ------ 5. Parking, ? Spaces Required . Shown ------ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required . Shown Add7tl1o;;;~84ir~ ~ 'pi-6:)-. -(2;;;,---.0-klq\ CATE~ H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 ' " ' Carlsbad Fire Department 020558 -~ 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: -pr Date of Report: _03_10_4_12_0_02 _______ _ Name: Canbeck Construction Address: 6345 Falls Way City, State: San Diego CA 92115 Plan Checker: Job #: 020558 ------- Job Name: BDR Communications Bldg #: CB020558 ---~~---,-------'--------- Job Address: 1944 Kellogg Ave. Ste. or Bldg. No. D Approved ~ Approved Subject to. D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as fijilure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report ca.n result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compli~mce with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 020558 2nd FD File# 3rd Other Agency ID Carlsbad Fire Department ,~ 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Date of Report: _0_31-'04_12_0_0_2 __________ _ Name: Canbeck Construction Address: 6345 Falls Way City, State: San Diego CA 92115 Plan Checker: Job Name: BDR Communications Job Address: 1944 Kellogg Ave. Reviewed by: 020558 020558 . Fire Prevention , (760) 602-4660 -----------------Ste. or Bldg. No. See Attached Requirements sheet. If no KNOX Key Box is present, one shall be required to be installed prior-to Final Inspection. Requirements Category: Building Plan Page 1 Requirem~nt: Pending 05.11 Knox Box Knox Box required when access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire-fighting purposes. The Fire Department will determine the location for the key box and provide an authorized order form. Requirement: Pending 05.15 Automatic Fire Sprinkler System Required A fire sprinkler system is required for this building. If the building is a spec building (no tenant known) the sprinkler system must be designed to .45/3000. Provide notes on the plans that fire sprinkler plans will be submitted to the fire department for approval prior to installation. Requirement: Pending 05.16 A/S Design Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and USC Standards 38-1 and 38-2. Permits are required prior to installation. Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler contractor. Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .45 gallons per square foot, throughout a 3000 square foot design area. Requirement; Pending 05.'18 Fire Extinguishers Required Provide one 2A 1 0BC fire extinguisher for each 6000 square feet or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. Provide notes on the plans that the extinguisher will be provided. 03/04/02 ff. MAR-11-2002 MON 01:38 PM CITY OF CARSLBAD ~AX NO. 760 602 8558 P, 01 Cit~ ot· Carlsbad I =HD G ••el· 1 •14 ~E ilihf§ 111 ,'\PPLICATION FOR UNREASONABLE HARDSlilP EXCEPTION TO ST A.TE OF CALIFORNIA DISABLED ACCESS REQUIREMENTS (EXISTl'.NG BUILDINGS: CHAPTER 31, DIVISION HI, Sec. 3112A.(11) ex. !.) When existing buildings are re~adeled {!filf; when the valuation of \'.he modifications is less tha.': appro,;irnately 93,000 dollars, the California Sta~e Building Code allows relief from some accessibility requirements when !he cost.of compliance with those regulations is di$proponionate. Disproportionate cosi is defined as when ilie cc,st of all-complianc~ requirements except mandatory measures exceeds 20% of the cost off.he project. Where :he cos1 of alterations ·necessary to fully comply is disproportionate, access shall be provided to Ille extent that a can without incurring disproponiona.te costs. In other words, accessible elements must be provided or upgraded to a maximum cost of 20% of the project valuation. Priority for providing access should be given in the fo!lowing order:· A. An accessible entrauce, B. An acceisible route to the altered area, C. At least one accessible restroom for each sex, D. Accessible telephones, E. Accessible drinking fountains, and F. When poS$ible, additional accessible elements such as parking storage artd alanns. NOTE: SEE CHAPTER 31, DIVISION HI, CAL..lFORNIA BUILDING CODE FOR MANDATORY REQUIREMENTS AND THE COMPLETE TEXT OF THE REGULATIONS FOR ACCESS COMPLIANCE IN EXISTING BUILDINGS. **********************************************************************~******* DOCUMENTATION OF UNREASONABLE HARDSHIP: Pt£ASE PRINT .Project. Address: /Cj t./ '1. {~1f,{/4 •• ()&f Cl Proposed Use: U,Ff-1C.G_/tt };4,J2.~ Plan Check ti: 0·1-, --~ t; & Owner: BVl?--::: CC>Mll...{l,..11--(1c1-1.r1 tlf-41__ Telephone: G,{1·-St.J.o --l"1..U, Applicant: . ....:..(.;1,,··~._._.......,.;;;;;:;,.:;;:.,._..,....,.. _____ _.,......_ Telephone: (aJ(i -SL/{l -S 03 I Slgomre flx.,.Lf.L_!:l::2~=/::.::::'.'.:.------. Q Rev 3-20-01 163!5 Faraday Avenue• Carlsbad, CA 92008-7:314 • (760) 602-2700 • FAX (780) 602-8560~ (i} tjt / MAR-11-2002 MON 01:39 PM CITY OF CARSLBAD FAX NO, 760 602 2.558 P. 02 ft) ~ WORl(SHEET FOR DISPORPOR110NA TE COST~ 1.PROJECT VALUATION 2.VALUA!'ION OF OTHER ARBAs. w1rn SAME PATH OF TRAVEL (Total valuation dating back to January 26, 1992) 3.TOTAL OF LINE l & 2 IF LlNE 3 EXCEEDS THRESHOLD AMOUNT ($93,132 FtJLL COMPUANCE IS REQUIRED IF LINE THREE IS LESS 'l'HAN THRESlJOLD AMOUN'l', COMPLETE WO~BEET. 1P r (QO 4.ESTIMATED COST OF UPGRADING ENTIRE PATH OF TR:A VEI-. -:) OJ 061() · ·- 5.PROPORTIONATE COMPLIANCE COST (Divide line 4 by line 3) 6.ENTBR TWENTY PERCENT OF PllOJECT VALUA'ttoN 7 .MINIMUM COMPLlANCE COST OBLIGATION (Lesser of lines 5&6) INDICATE iELOW BOW COST Oli' COMPLIANCE OBLIGATION Wll.L BE SPENT ITBM . ESTIMA TEO COST ·&-w·/?COJ·~ .R~ -1'0 'Gxi'7TIA .. k'q t-4 . ~D ,aoo.- : SJGNAT\JltEOf APPROVJNGAU1110RlTY: : ~-~=~ TIILE: (I;\½ ~~:e PLEASE ATTACH Tms DOCUMENT TO THE APPROVED PLANS~ THE USE OF THE BUILDING INSPECTOR AND THE CONTRACTOR. THANK YOU Rev 3-20-01 J Pacific 17 Communications Structural Design of mezzanine addition at BDR Telecom For BDR Telecom Address: 1944 Kellogg Ave., Carlsbad, CA Date: February 13, 2002 PACiFIC 1.7 COMMUNICATIONS J455FnrzeeRoad,Suitc805 • S,m Diego, CA 'l2!08 • Phone (619) 542-1717 • Fax (619} 574-2500 PACIFIC 17 SHEET Of CONSUlTING ENGINEERING .. !JOB NAME rtl~z:>?A•~"J& A1>t,1't'•l"),j / JOB NUMBER PROGRAM MANAGEMENT j · CONSTRUCTION M,\NAGF.MENT ~ t: r. . . ;.f._,·~_':.·_-=,_~0_, -------+--------- TELECOMMUNICATIONS ICALC. BY A 6 DATE 0 ~\1:l\o:::>.. CLAIMS AVOID'°'NCE fORENSICCONSUlTING JCH!(. BY DATE \· \ I e..-s ~~~ -i) ~ 0 i i·l ..• .,. .. h " ? i-- t\ ·I (ti = \) ~~: ,.-,-.. :xr~ ~~ . ., . '\ ~-$-~ ·, &) \}'I !~~ ''t) . ' . ·-·--·E f"iiJ-"\:, (\ U' -., (i\ S!) .,.. --· '" .!I_, .. , ·' •'I I }J {' it p "-'(_/4'r~x ~ ,:p ::::-,.-··i ~ f'.--------7 •. o ,L-. . y .... ... ) ._, (,, I. r : ; i ! i .,... I J-I 0-i \ !¾J I ~ 'iii ; I' .o ... I ' ~ Consulting Engineering • Program Management • Construction Telecommunications• Claims Avoidance• Forensic Consulting PACIFIC 17 Floor Loads DeadLoads: Partition Wall: Timber stud (2"x4"@16" O.C.): 5/8" gypsum board: Miscellaneous: Total: 1.7psf 5.0 psf (Both sides of wall) 1.5 psf 8.2 psf Estimate wall area is about 2.2 times of floor area, and conservatively assume that the ceiling is supported on partition wall. Therefore the floor load due to partition wall is taken as 20 psf. Floor cover: 3 /4°' plywood sheathing: Roof joist (TJI@ 16" O.C.): 1/2'; gypsum board ceiling: Mechanical & miscellaneous: Steel beam: Partition wall: Total: Live Loads: Office area: Hallway area: Column and Bracing: 2.4psf 2.3 psf 2.6 psf 2.5 psf 2.0psf 3.2 psf 20.0 psf 35.0psf 50.0psf 100.0 psf 30001b. 1455 Frazee load, Suite 805, San Diego. CA 92108 • Office {619) 542-1717 • Fax (619} 574-2500 page 3 of 8 Consulting Engineering • Program Management • Construction Telecommunications • Claims Avoidance• Forensic Consulting PACIFIC 17 Select Floor Joist Select 11 7/8" TJI/L65@ 16" as floor joist. The total floor load is shown following. 135psf 16.31' I 85psf 14.0, 4.0' ,/ < Rr -13.25' < > ~ --~---------'3>1~- Ri The governing span length is 14'. -From floor load table made by MacMillan the allowable uniform load of the joist for multiple s_pan is 180 plf. The joist spacing is 16'', the floor load applied on joist is less than 180 plf. Therefore TJI/L65 is adequate. Select Steel .Beam (B 1) Refer to above figure, the floor loaq. carried by steel beam may be calculated as following Rr = {135 X 4.94(4.94/2-3.25} + 16.31 X 85(4.94 + ]6.3]/2-3.25)} / 14 = 937. 7 plf R1 = 135 X 4.94 + 85 X /6.3] -Rr = J 115.5 plf The maximum moment; M, on the beam shall be M = Rix 17.432 18 = 43091 lb.-ft = 43.09 kip-ft The compression flange of the beam is laternlly supported. Select W1 0x33. From Page 2·12 of AISC Manual, wehav~ Le= 8.4 ft, Lu= 16.5 ft, and MR= 69 kip-ft for W10x33. Therefore the selection is adequate. 1455 Frazee Load, Suile 805, San Diego, CA 92108 page4of 8 • Office {619) 542·1717 • Fax (619) 574-2500 Consulting Engineering • Program Management • Construction Telecommunications• Claims Avoidance• Forensic Consulting PACIFIC 17 Select TS Colmnn Toe maximum axial force on column may be calculated as following C= 1115.5 x 17.43 = 19443 lb. =/9.44 kips Select TS 6:x6x3/8 as column. From Page 3-42 of AISC Manual the allowable axial load for 9> high TS 6x4.x3/8 is 130 kips. Select 3 ½ x 11 7/8 PSL The max. UDLformax.. spanofl9'-0"= (100+ 2.3 + 2.6 + 2.5 + 2 +20+2.4)x (5.5/2) = 362.45 pl£ Fora span Of 19' .. 0" (NSD Table 7.2) the allowable UDL is 388.5lbs, therefore the selected beam is sufficient for the usage. Lateral Loads Created by Seismic The total weight at mezzanine floor level, W, may be calculated as foJlowing W == 35 (21.25 x 52. 28) + 3000 I 2 = 40,383 lb. = 40.38 kips Assume seismic source type B and soil profile type Sd. Conservatively assume that the distance from structure to active fault is less than 2km. Design base shear may be calculated as following Seismic Zone, Z = 0.4 Na= 1.3 Nv=:1.6 Ca"" 0.44Na = 0.572 Importance Factor. I= 1.0 R=S.6 (Table 16-S) (Table 16-S) (Table 16--T) (Table 16-K) {Table 16-N) The design base shear of mezzanine structure needs not to exceed the following 1455 FrazeeLoad, Suite 805. San Diego, CA 92i08 • Office (6i9) 542-1717 • Fax (619) 574-2500 page 5 of 8 Consulting Engineerinf.l • Program Management• Construction Telecommunications • Claims Avoidance• Forensic Consulting PACIFIC 17 V=2.5CaxlxWIR = 0.25Sffl V= 0;JlCaxlx W=0.063W and shall not be less than the foUowing in Zone 4 shall not be less than the following V= 0.8xZxNvxlxWIR =0.09JW Therefore Design Base Shear, V, shall be V = 0.255W = 0.255 x 40,383 = 10298 l'b = 10.30 kips The floor is not considered as rigi~ diaphragm, the seismic lateral load transfer to bracing by tributary area. The ground floor area, AB, is As=ll33sf The max story shear ratio, r ma , e.quals to 0.5 The Reliability/Redundancy Factor, p, is: p = (2 -(20 I (r"'4Xx sqrt(Ao)).1) = 0.82 p shall not be taken less than 1.0. For ASD, Ev= 0, therefore design seismic force, E, is E = p Ehl 1.4 = p VI 1.4 = lxJ0.3011.4= 7.357 lb= 7.36 kips Floor Diaphragm Conservatively use above base shear to design floor diaphragm and its connection to lateral support frame. The maximum diaphragm shear, v, can be calculated as v =EI 2 I B = 735712 i 21.25 = 173.l lb.lft. Use 3/4~' _plywood sheathi_ng with l Od nails to f01m an unblocked floor diaphragm. The sheathing shall be laid perpendicular to floor joist. The flange width of floor joist is 2 1455 Frazee Load, Suite 805, San Diego, CA 92108 • Office (619) 542-1717 • Fax (619) 574-2500 page 6 of 8 • Consulting Engineering • Program Management • Construction Telecommunications • Claims Avoidance • Forensic Consulting PACIFIC 17 9116". From Table 23-II-H of 1997 UBC we find that 19/32" sheathing and l Od nail with standard 6" and 12" nail spacing over 3x framing yields an allowable shear capacity of 320 lb./:ft for Case I and 240 lbJft for all other cases. Therefore the selected plywood and nailing schedule satisfy the requirement. The chord force, 1, can be calculated as foHowing T= E/LxL2 /8/B = 7.36152 x 5l2 ! 8/ 14 = 3.42 kips Use 2x8 nailer with ½" diameter machine bolt @.24" to transfer the chord force to steel beanL The allowable tension stress for Douglas Fir-Larch No. 2 is 575 psi. The allowable tension capacity of 2x8 nailer, Tn, may be calculated as following, T,. = 1.5 X (7.5 -0.5625) X 5 75 = 5984 lb. > T I Use¼ .. plate (6''x6"} each side of 3 1/2'' xl I 7/8" PSL beam with two W' machine bolts to connect the beam to bracing frame. From Table 8.3D of 1997 NDS the allowable shear capacities for 3 1/8" main member and ¼" steel side plate are Z11zi11 = 1510 lb. Z,, = 9401b. The maximll111. diaphragm shear, V d, is Vd = 7357 I 2 = 3679 lb. There are total four bolts on one PSL beam. If considering 1.6 of duration factor the capacity of connection is much bigger than demand. Bracing I<'rame The Lateral force applied on each bracipg frame shall be equal to Vd-Therefore the tension force in bracing member can be.calculated as 1i, = Vd X sqrt(J 42 + 7) f 7 =5 J38 /b. = 5. J4 kips 1455 Frazee-Load, Suite 805, San Diego, CA 92108 • Office {619) 542-1717 • Fax (619) 574-2500 page 7 of 8 • Consulting Engineering-• Program Management • Construction Telecommunications • Claims Avoidance • Forensic Consulting PACIFIC 17 The area of C3xS.O is 1.47 in.2• It is easy to see that tb,e selected bracing member is adquate. Use ¼" gusset plate with two 3/4" diameter machine bolts to connect bracing member to column. The allowable shear capacity of 3i4" 4> bolt is 4.4 kips per bolt. The compression force on column due to lateral load on bracing member, Cb, shall be Cb = Vdx 7 IJ4 = 2298/b. = 2.3 kips Ci, is less than 1/3 of service load on column, therefore use column service load to determine the footing size. The allowable soil bearing pressure is 1.5 ksf. The minimum required footing size, A, shall be A = 23.0611.5 = 15.37 sf Use 4'-3"x 4•_3•• square footing for interior columns, 3•_6,, x 3•-6» square footing for exterior columns. For redundancy use the same footing depth and details as used in existing mezzanine. The Post and Footing for Steel Stair The width of stair is 3';-thehorizontal length of stringer is Is·; the landing is 4•x3•. Use design LL 100 psi; estimate DL on stringer is 50 plf. Therefore the total design load on stringer may estimate as 200 plf. The maximum compression load on post ( at end of stringer) may be calculated as 200 :r {15 + 4) I 2 = 1900 lb. Use 3"+ standard pipe as post. The minimum required footing size, Ap, shall be Ap = 1900 I 1500 = 1.27 sf If the thickness of existing ground slab is over 6", use ¾"x12"xl2" base plate with 4- ½" lj> anchor bolts embedded 4,, into slab. Otherwise use 1 '-3" x t, -3" x 1 '-0" thickness square footing, 2 -#4 bars each way, embedded l' below ground slab surface. 1455 Frazee Load, Suite 805, San Diego, CA 92"JOl;l • Office (619) 542-1717 • Fax (619) 574-2500 page 8 of 8 jH.VAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE BDR COMMUNICATION INC 2/5/2002 --SYSTEM NAME FLOORAREA PackaQe 1,317 -- ENGINEERING CHECKS SYSTEM LOAD !Number of Systems I 1' I COIL COOLING PEAK I COIL HTG. PEAK Heating System I CFM Sensible Latent I CFM Sensible Output per System 47,500 Total Room Loads I 1,521: 27,335 3,2621 1,068 18,039 Total Output (Btuh) 47,500 Return Vented Lighting 0 Output (Btuh/sqft) _ 36.1 Return Air Ducts 1,367 902 Cooling System Return Fan 0 0 output per System 47,000 Ventilation I 198 1,535 1,5851 198 7,557 Total Output (Btuh) 47,000 Supply Fan 0 0 Total Output (Tons) 3.9 Supply Air Ducts 1,367 902 ' Total Output (Btuh/sqft) 35.7 TOTAL SYSTEM LOAD I 31,6041 4,8471 I 27,4001 Total Output (sqftrron} 336.3 ·-·-. AirSystem HVAC EQUIPMENT SELECTION CFM per System 1,600 ~ ---CARRIER SOHS-048--301-32,939 14,349 Airflow (cfm) 1,600 Airflow (cfm/sqft} 1.21 Airfl_ow (cfm/Ton) 408.5 32,9391 14,3491 I 36,3891 Outside Air(%) Total Adjusted System Output I 12.3 (Adjusted for Peak Design Conditions) Outside Air (cfm/sqft) 0.15 TIME OF SYSTEM PEAK I Jul Spmj I Jan 12aml Note: values above given at ARI conditic:,ns HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heatina Peak 34.0°F 65.1°F 86.2°\: 86.2°F Supply Air Ducts S-i, ... J ... .... ~h r ~ , , ~il\l~t·· Outside Air 198cfm /f 85.7°F Heating Coil Supply Fan ..... 1600cfm I ROOMS! 69.5°F 70.0°F ~ J ~ h Return Air Ducts 9 ~ I ~ ,.. .... COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Coolina Peak 82.0 / 67.5 Oj= 75.7/63.3°F 56.6/55.4 OF 56.6 / 55.4 Of Supply Air Ducts q ""1, ~ i ~ ~ ="'!,:::.,,,:_.··,;!,:. ~b ,. . ,., ,. ,. Outside Air 198cfm )~ Cooling Coil Supply Fan 57.4/55.7°F '\ 1600cfm 52.6% R.H. I ROOMS I · 74.8/62.7 °F 74.0/62.4 °F ~ .J ~ h Return Air Ducts s~ I ~ ,., ' EnergyPro 3.1 By EnergySoft User.Number. 2875 Job Number: Page:14 of 14