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2819 LOKER AVE E; ; CB053344; Permit
03-20-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB053344 Building Inspection Request Line (760) 602-2725 Job Address: 2819 LOKER AV EAST CBAD Permit Type: Tl Sub Type: INDUST 0 NEW Parcel No: 2090831600 Lot #: Status: ISSUED 09/23/2005 MOP 12/23/2005 12/23/2005 TP Valuation: $738,955.00 Construction Type: Applied: Occupancy Group: Reference #: Entered By: Project Title: ACUSHNET GOLF-10,600 SF OFF TO OFFICE 11,600 NEW MEZZ Plan Approved: Issued: Applicant: SAN DIEGO OFFICE INTERIORS STEA 4863 SHAWLINE ST SAN DIEGO CA 92111 858 495-7364 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $2,402.35 $0.00 $1,561.53 $0.00 $0.00 $155.18 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.0b $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: CANOGA-RINCON LOKER INDUSTRIAL INC DEPT#207 PO BOX4900 SCOTTSDALE AZ 85261 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Addition~! Fees HMP Fee TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $7,256.19 $0.00 $0.00 $0.00 $6,496.00 $0.00 $209.00 $770.00 $216.00 $0.00 $7,077.56 $0.00 $0.00 ?? $26,143.81 Total Fees: $26,143.81 Total Payments To Date: $26,143.81 Balance Due: $0.00 Inspector: ~ FINALA;[ROVAL Date: ~ :.9 /4 (, RT JIT .DING PT ANS! ~~ST~ _ATTACHED ~'i\e.l> ~\'l"Q. "''t>...S. ~~~~ o.QQ.. Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. Sep-22-2005 09 :54am From-San Dim Office Interiors 8584959101 PERMIT APPLICATIO T-325 P.002/002 F-183 FOR OFFICE USE ONLY "2 U L/ PLAN CHECK NO.~... 3 ~ -,_ ( EST. VAL ________ _ Plan Ck. Deposit _______ _ Validated 13y, _____ ,..::;~,-....,""t-.,.... Datec.....--------1-+--.1_..-'!!I, Legal 08SClfption Lot No. Subdlvflllon Namo/Numbor Unit No. Phase No, Total # of unit,; 2-t> M: c>ll..l $:i?M:O 81\::KE'? i=:A-SJ: J ,c~ Existing UH Propose<! Use e.- State Ucen$e 11 ________ _ ~~r~~~~'naN~::J.!~~:!it~~=:,~~ .. ~t6'J/~:~i1j:~x:::r.iii·tlf.:?i;:..""i:!.=.-:.:.-S~,:~1:t.:.~·::::.:.8'::r:E··~i~fi::.n:zE.r~;E~~;~:~a~t1:-~\;:·~~..:n~'#i·ra-1 Workers' C0mponsat10n Dcctaratfon: I hereby attJtm under pet1.,_ltv of perjury one o1 ,h,,. followinr, decfara;ig,wi CJ I h•v• end will mainllllo a certifieete of consent to sslf-in.LJle n,r worke1$' compensation•• provld•d loy Section 3700 Cf thD Labo, Code, fo, th& performance of me work for wi,rch this permit is Issued. D I have and will mslnt.ln wor~ers' compensation, as requirod by Seotjon 3700 of th• Lo~or Code, for the performance of the work for which this permit is Issued. MY worker's eomlllll'l!llltion lnsuran.ee c~or end poliov numbe, """ lnsu.-.nce Company__________________ Polley No,, __________ _ Expiration Date,__ _____ _ rrf!IS SECTION NEED NOT BE COMPUITED IF THG PERMJ'r I$ FOR ONQ HIINORl:D llOLIAftS [&1001 OR 1.mSl Q CERTIACATE OF EXEMPTION: I cllltifythat In tho porfcrmanco of the work to, which 1hl$ pormlt Is issued, I :;hall not omploy any person in any monnar so os to b~me subjel'! to the WQtt.orrl Com~Onsation Laws of C•1ifomio_ WARNIIVG, Failure to • ..,.... worltva' oompen .. llcn coven,gc Is unlawful, and """1 &Ubject Qn employer to oriminal pei,.dtiea and civil me,; up to ona hUIUlivd 11,o......t dOllar& (S100,000I, in IUICl"ltian to the cvst of compenaatiCII, damD!ll!$"" provkh:d to, In Section 3706 of'lhc Laboreo<le, lntertst and ffl0mey'$ fess. SIGNATURE,__________________________ DATE _______ _ ~W.~~iR~~~~~~-f.;tt:f;~Ell,~~~~~?~-r1~~~£~~Wt:!:!=l'f~..:.~J.l:~~;i.f..,S-;~,:t~..f~~:JW#~~~lt,J'~:k~~;~~ .. ~i;~~~~.~r:.i:~.:,ij:~.1~~±::~ I he1eby affirm lhllt I am tl<Omptfrom tho Conuaetor's UC10J1Sc Law fot the followl~g reaso•a 0 I, as ownor al th• properiy or my etnployae,, with was=, llS their ~le compen$01ion, will de the work and the '!lrucn,nr m not lntendad er off~••d for sara (Sti::. 7044, BWilinen 1111d Profea:sians Coda: The Contractor's lJcanse Law does net iipoJy to ;:m owner of property who.b1.1ilds or improves thnon# imd who does suCII wo<k himself or tllrou;h hi• own employau, provided thin ouch lmprovamenl$ are not lntondod o, offered for sale. If, however, the buTirflllll or improvamont i• sold withln one voar of complation. ~ owner-huildor will havo th• b11td1n of pl0\ri119 that n• did not build or l,nprove 1or the pu,pose of <ale), D I. es QWner at thi,, propen:y, ;un axcJ\ISiwly 00nttaC'l:ing whh ricerued contrscttu's to co~ruct th& project (Sec. 7044, Business: and Professions Code: The ConaactQr; LiceMB Law doll$ not apply w an owner of propttty who buildo or lmprov .. thcroon, and contram for su;h projects with contractor<•> flcensed pursuant to the Contractor's ~icenae LawJ, ti I am exemr,t under Section _____ BminaQ and Prof818ions Code for thJs rc.zsan! 1, I pnrsonolly pl•n to provide Iha major labor and n,aturials for consttUWon of the propoaad propert\' improvcmont. D YES ONO 2. I (havo / have notJ slgned ~n appl1ce1ion for a building permit for the propose a work. 3_ J have CQflttacta<I_With the fclJOWing pe,$1:ln ffirtnl to provide th• propos•d co11Struotion (include name/ $\'ldresa / phone number/ contrs,;tors Ucenso number); 4, I plM to provide portions of the work, but I havs hired tho following poraon to eoordlnote, supervl6" 8'1d provide the major worl( (Include name / adclross I Phone nUMber/ contru..iors license numbet'J;, _______________________________________ _ 5, I WIil provide $Om• of tho worlc. but I have corrtraoted lhln:d) tho following ~o .. ans to p,ovide tho work indicated Oncllldo name/ address/ phone number I type ofworkJ:. ________________________________________________ _ PROPERTY OWM!R SiGNATURi____________________ DATE _______ _ 3NM~a;iib~Jfw9B:;@s74'~J"')~m~~~~'$i~$.I.:q~zc~::-'f~~,~~t~~~s:;i~:2:;;-rt~'."i'~F:t~~:!:b~.;.~~iT.fii~~1~~::~11.~~t:.~:=;:;.;i~~'!'}ffrl~-.~~~ la: 1tu, applicant or future bt.rUd'lng OcctJJ:itmt requlr~ to aubtnft a business plan, acutefY·hazardoU$ materlafa niemtr.n:Ion form or t~k m11ni,gcment and prevention p1osn,m under Sections 25505, 25533 or 25534 of the Preoley,,Tannet Hazardcuo Subsmaoe Acco= Ar.11 CJ YES O NO I• the Bppllcant or future b!Jilding occupant reqvirud 10 obtilin • pam,Jt from tho air Pollution central dl$tJlct or air quality management district? [J YES D NO Is tile facBlty to b$ confflLloted within 1 ,oao feet of the cuter boundary of a school $1ta7 0 YES D NO IF AWf OF TH! ANSWl!IIS ARI! YES, A l'INI\~ CERTIFICATE 01' OCCUPANCY MA\' NOT 8E' ISSUl;t) UN1.SS THE APPLICANT HAS Ml!T OR IS IVll!ETINC THE REllUIREMllNTS OJ' THE OPJJCE OF ~!RGENCY SEI\Vlces ANO THE Alli POLLUTION CONl!\OL Dli.TRICT, gi",ri:Si~~G}ijji~~r::~~1:",:;~;~~-t~'.~~.!~~1:-~:i:Ft~t1-:-2:~~;J:nS !:';~~lr.~~:~i~4~lt~iE:;~t"·~~~;i~:~7R7.':!1ii''tfe";::: I hetoby affirm that lhoro is a construction lending agcnov for lh• porformam;:o al tho wo<k ror which tlli• Ptrmi'I lo '"""•d {Sac. 3097(11 Civil COdoJ, I.ENDER'S NAME_.,.._=..,,,,...,==--------LSNtlliR'S AtlDRess,c-:---,--,--==-:=:----------------liS~O~~~:A:t~~i~\\;~~;~:~51P~;;,;-;-"i:~!~E~~A~~e...:·:i'.'~S;~~i:~:'if:~~.:~~~'.~~~R,~~;J'~~~~~;,~r,~,~~~W;~~'..i I evrtifv 1h;.t r ha\r~ read tho appllcatfan and stnte 1:hat the ebo110 Jnforrrmtfon is CQJ'tect and that thr: inform;ition on the ptana-ia aa:w.~a. r agree to 00n,J)(y with .ilf Citv ordin•nces ind Sill!~ Iowa relating to building conntruetion-I Mraby oumcrlze representatlvM of the Citt of C;irlsbll~ to l!fllor upon th• a~v• montlonod property for lnspeetlon purp-s, I ALSO AGREE 1"0 SAVE, INDEMNIFY AND Kl!& HARMLESS 'l'HE CIT\' OF CARLSBAD AGAINST AU. UABIUTIEs. Jf)DGMENnl, COSTS AND EXPENSES WHICli MAY IN ANY WP, Y ACCRUE AGA!lll5T SAID Ol'tY IN CONseaul!!'lce 01' THE GAANTING OF Tills PERMIT, OSHA: An OSHA permit is raqui,ed for oxeavaticns ovor 5'0" d••P end dnmolltion or conattvctlon of struct\lrcs eve, 3 sterlei: In he;"J,t, EXPIRATION, liv.,ry pcm1it ;,..~d by lh<I bvlldln;-orr,c;,.1 unoor ,rie P"""O<ono or u.i. Celle shllfl expire by llmltal!on and lleeorna nuU and void If Iha building or work authorized by euch P•lllllt Is not commenced Within 180 da~ from lhe datQ of •ucn ponntt or if th= building or worn autnorl2ea by such permit Is suspenQ'oo or abandon ea 11t any Ume anar the wo<k Is commenced for a Pedod of gays ( 8Ction 106.4.4 Uniform Bulkling COdo). DATi: _Cf_.__. -=2.aul~-Q:o:,c_:5::;.._,._ WHITE; File YELLOW; AppUc.nt PINK; Flnonco • CHY OI Carlsbad · Flnal Bulldlnu Inspection Dept: Building Engineering Planning CMWD St Lite lEire1 Plan Check#: Permit#: Project Name: Address: CB053344 ACUSHNET GOLF-10,600 SF OFF TO OFFICE 11,600 NEW MEZZ 2819 LOKER AV EAST Contact Person: T.C. Phone: 8584149324 Water Dist: CA Sewer Dist: CA Date: 04/14/2006 Permit Type: Tl Sub Type: IN DUST Lot: 0 Inspected Date / By: __________ Inspected: lf?-of l!H,:;, Approved: Inspected Date / · Disapproved: __ By: Inspected: _____ Approved: ___ Disapproved: _·_ Inspected Date By:------'------Inspected: _____ Approved: ___ Disapproved: __ ' ........................................................................................................................................................... Comments: ------------------------------- City of Carlsbad Bldg Inspection Request For: 05/04/2006 Permit# CB053344 Title: ACUSHNET GOLF-10,600 SF OFF.TO Description: OFFICE 11,600 NEW MEZZ Type: Tl Sub Type: INDUST Job Address: 2819 LOKER AV EAST Suite: Lot 0 Location: OWNER CANOGA-RINCON LOKER INDUSTRIAL INC Owner: CANOGA-RINCON LOKER INDUSTRIAL INC Remarks: Total Time: CD Description Act Comment 19 Final Structural L 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspector Assignment: TP Phone: 8584149324 Inspector: fl__ Requested By: T. C. Entered By: CHRISTINE PCR00045 ISSUED PCR01155 ISSUED PCR06003 · ISSUED PCR99120 EXPIRED CHANGES TO EXITS; NON RATED C_ORRIDOR/ CHANGES TO EXERCISE ROOM DOS GRINGOS-REVISE OPENINGS@; FRONT OF MEZZANINE ACUSHNET BATHROOM PLAN REVS; REVISE SHAPE OF ROOF SCREENS; PCR99295 ISSUED ACUSHNET TITLEIST; COLUMN EXTENSIONS & GIRDS FOR WALL PANEL SUPPOR1 lns12ection Histo!Y Date Description Act lnsp Comments 04/19/2006 89 Final Combo co TP 04/14/2006 89 Final Combo co PD OK TO MOVE FURNITURE / SYSTEMS FURN 04/11/2006 84 Rough Combo AP PD 2ND FLR CEILING COMPLETE 04/06/2006 84 Rough Combo AP PD CEILING AT HALUCORRIDOR 04/04/2006 14 Frame/Steel/Bolting/Welding WC TP 04/04/2006 14 Frame/Steel/Bolting/Welding AP TP T-CEIL 1ST FLR (N/INCL HALLS/CORR.) 04/04/2006 17 Interior Lath/Drywall AP TP LOBBY CEIL 04/04/2006 34 Rough Electric AP TP T-CEIL 04/04/2006 44 Rough/Ducts/Dampers AP TP 1 '. ~ '\ City of Carlsbad Bldg Inspection ~equest For: 05/04/2006 Permit# CB053344 Inspector Assignment: TP 03/30/2006 84 Rough Combo AP TP SUP GYP CEIL@ LOBBY 03/29/2006 14 Frame/Steel/Bolting/Welding co TP LOBBY CEIL 2ND FLR 03/29/2006 24 Rough/Topout WC TP 03/29/2006 34 Rough Electric co TP 03/29/2006 44 Rough/Ducts/Dampers co TP 03/27/2006 14 Frame/Steel/Bolting/Welding AP TP T-BAR CEIL (SEE CARD LOC) 2ND FLR 03/24/2006 14 Frame/Steel/Bolting/Welding AP TP T-CEIL (SEE CARD LOC) 2ND FLR 03/24/2006 24 Rough/Topout WC TP 03/24/2006 34 Rough Electric AP TP CEIL LITES 03/24/2006 44 Rough/Ducts/Dampers AP TP DUCTS 03/22/2006 84 Rough Combo co TP T-CEIL 2ND FLR 03/21/2006 17 Interior Lath/Drywall AP TP 03/20/2006 17 Interior Lath/Drywall NR TP 03/14/2006 17 Interior Lath/Drywall AP TP 03/09/2006 17 Interior Lath/Drywall PA TP 1ST FLR E SECT. 03/09/2006 24 Rough/Topout AP TP 2ND FLR 03/08/2006 24 Rough/Topout AP TP 1ST FLR 03/03/2006 14 Frame/Steel/Bolting/Welding PA PD 03/03/2006 34 Rough Electric PA PD 03/01/2006 17 Interior Lath/Drywall PA PD 03/01/2006 18 Exterior Lath/Drywall WC PD 02/27/2006 14 Frame/Steel/Bolting/Welding PA PD walls 02/27/2006 34 Rough Electric PA PD 02/13/2006 21 Underground/Under Floor AP TP 02/10/2006 21 Underground/Under Floor co TP NPP 01/11/2006 21 Underground/Under Floor AP TP SEE PLN. LOC. PND. PCR 01/10/2006 21 Underground/Under Floor NS TP May-10-2006 03:14pm From-San Dieio Office Interiors , .., ., . -~ lsoOifax TO: Tim Phillips @ City of Carlsbad Inspection Services Phone: Fax: 760.602.8560 I CC: 8584959101 T-075 P.001/008 F-105 Date: 5110/06 Number of pages including cover sheet 8 FROM: TlmDuniec San Diego Office Interiors 4863 Shawline Street Suite A San Diego, CA 92101 Phone 858-495-7364 x 2737 · Fax Phone 858·405-9101 I REMARKS: D Urgent IZI For your review D Reply ASAP D Please Comment · HiTim, Please see attached welding inspection reports from the Acushnet-Loker Ave. project. If you require any additional information, please contact TC @ (858) 414.9324. sdol , May-10~2006 OS:14pm From-San Dleao Office Interior& 05/09/2006 10:02 8585767028 PREFEKED CONSTRUCTION INSPECTIONS, INC 4888 Romon COUTt, "G" Sab Diego, CA. 92111 • • 1 ••• II I • ff • • 8584959101 1-'U.L .I.NL; T-075 P.002/003 F-105 (858) 576-9110 Fsx (8S8) 576-7028 INSPECTION REPORT JOB NO.: 3832 • ,.U I I ,illl 11 •-o •• l,,H I I f •1t1tt I WORK PERFORMED; STRUCTURAi,. STEEL 1NSPEC1'JON JOl3 ADDRESS; 28J9 LOKER AV6NU6 EAST JOB NAME; 28 l9 LOKER AVENUE, BAST DESCRIBE MATERIAL: ASOO, A36, FCAW NR 232. E71T-B PEP.MIT NO.: CBOS-3344 PLAN FILE NO,; ARCHJTSCT: BNOINEBR~ FRANCIS K.Y. LO GENERAL CONTRACTOR: $.l) OFFICE INTEIUORS CONTRACTOR: 01/10 Observed one AWSd1.1 certified welder using FCAW NR2S2 for 5/1811 x 12° long fillets of 3/4" base pl gusset to 511 x 5" x 5/16" t.o. brace per detail 3/S01. 5/16" x 6" long fiffets of 3/411 beam pl gusset to 5" x 511 x 5/16'' ts. brace per detail 14/$02. All welds ooted above are visually acceptable and complete at two catwalk frame brace frames per sheet S-4 Catwalk Framing Plan. Arrived on jobsite at 8:00 AM, left at 3:00 PM. ISAIAH ORUHLER. CERT. NO. : 869 , May-10;2006 OS:14pm From-San Dleio Office Interiors 05/89/2006 18:02 8585767028 PREFERED CONSTRUCTION INSPECTIONS. INC 4888 Romon Cowt, "G" 8584959101 1-'l:.I. .I.Nt.: T·OT5 P.OOS/OOS F-105 (858) 576-9110 Fax (858) 576-7028 San Diego, CA. ,2111 ., • -• .... -•n _,._..,., -· ••·--•• '" ·-· .... ~ ... 1 lll ,r,, • l~SPECTION REPORT WORK. PERFORMED: STRUC'f\JltAL $~SL lNSPBOTION ........ • • I I If • 1 .. , .. •• • • • I, f. f I • r JOB ADPRSSS: 2$19 LOKER A.VBNU6 BAST PERMIT NO.; CBOS3262 JOB 'NAME: 2819 LOKER AVENUE, EAST PLAN FILE NO.: DBSCRlBB MATEIUAL: ARCHITECT; A-36; E7ll-S El'-ZGJNEER: FRA'NCJS K.V. LO GENSML CONTRACTOR: S.D OFPlCE 1NTBJUORS CONTRA.CTOa: RICHARDSONSSTEEL 01/11 Performed special inspection for field welding of. relocated column on ba&e plate. Checked weld. Also Inspected fit-up and welding angle, stiffeners and gussets to existing beam. Checked per plans and code. lNSPP..CTOR: DATE: 1/11/2006 SALVADOR BURROLA CERT, NO. : 500 May-17-2006 12:38pm From-San Die;o Office Interiors ( lsDOifax TO: Tim Phillips @ City of Carlsbad Inspection Services Phone: Fax: 760.602.8560 I CC: 8584959101 T-124 P.001 F-250 Date: 5/17/06 Number of pages including cover sheet 9 FROM: Phone Fax Phone TimDuniec San Diego Office Interiors 4863 Shawline Street Suite A San Diego, CA 921 O 1 858-495-7364 X 2737 858-495-9101 I REMARKS: D Urgent HiTim, 181 For your revl(flw D Reply ASAP D Please Comment Please see attached requested documentation from the Acushnet -Loker Ave. project. If you require any additional information, please contact TC @ {858) 414.9324. sdoi ' ( May-17-2006 12:39pm Prem-San Dleic Ottlc.e Interiors ' :., . 8584959101 T-124 P.006/009 F-250 ' ... , .. -·, '\.. ' . -.... : .. •!:r • .. ...---~, FOOTING OBSERVATI.O~.-SUMMARY · ~ighton Consulting, Inc. A ~~1CHTON GRQl,II> COMPANY Project Name: Location: _..., ... -.. .,, i ., ) ,._,. •. ,...., , •• ).-: ... :_, .,"i j' .. "'l -·t/ .ff r •• .,"l"""'!l,t: I • Date: Project No. ; Plan File No.: Permit No.: Referenced Geotechnical Report(s): 9bservation Summary ·:····· ·t . :' f .. · .... ,l I' .• : .t#• ., ~··) { .:=_:._:·/ ~---~, ,:'~: .... ""·~ r· ......... , ·1/ . ._ ... --.., ... ~ ••• ,, ' •• ,. .• '_J • / • • ~ -... ,r I .. _ :.-........ -I Unit/Phase/Lot(s): :~7.t~ 1,;1.: . .J.:,( -,:,-u:.r Initials Date A representative of Leighton Consulting observed onsite soil conditions. Soil conditions at the site are substantially in conformance with those a$$Umed in the geotechnical report. .... , ----r O.:,'\, : .i, , ; . ,. 1{.11• '·rll" \ Initials Date A representative of Leighton Consulting observed and measured footing excavation depth/width. Footing excavations extend to proper depth and bearing strata and are in general conformance with recommendations of the geotechnical report. ' ' s •• i : i .. "I !/.-I .. Initials Date A representative of Leighton Consulting me~sured footing setback from slope face. The setback was In general accordance with the recommendations of the geotechnical report. _ .. r·, .. ;l .. , Initials t~LrJ;r Date • , J ~.,. ... ~.-~-, •-'-. -v ""{ , .. ,..,.-~ . .,;,.-,,-, ,J r • -~n .... -:; •·r-.t~r ,.,_ , ....., ,,.,t' t' lJ'"'S.\fo,,l,rt).-#.,f / .t, .... r.H =·""·/ ... -Jc[ ,;-,3::: _ -I .. J.,._ /;~ 1,r/ .~ / • "'i""T .f ,,., ... t:.,, J ~{,7 n~ > Notes to Superintendent/Foreman 1. Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may take an extended period of time and the contractor should schedule accordingly. 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, ~c.), we should be contacted to perform additional site observations. Note to Buildi6~ Inspector /l 1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansier/ index test results are contained in the As-Graded Geotechnical Report provided at the completidn of grading. I I I J l .I.·!-( .. ,: ·l -··· -· ,-t· ·y1 ! / I JI 11 ··-·I .(' .-, /1, . /1.-1,,-' ... ., ~-.. ·' ..,.. ii i v 11 ~ / t ; .'!"", -f ... I I r , .. ~ r, I ,-t'->-···? ., . V "' . ' I F9f !-,eigh\on Consulting, lno. ;_ .... CLIENT COPY ,··, {J\ /.~· • ,,. ,,_ .,., ...... r ,_ ..,_ /.. 1•.-,.l' "-.:i L .:. ,: -·-"' ... ~t, Dato 7,-~·,r:" .• ., •. -...~ 2 ,:(. ',_; , May-17;20O6 12:39pm From-San Dle;o Office Interiors 8584959101 T-124 P.O06/009 F-250 ~ ('"".:..}-------~-~---,-....,(-\ ,-------------------· __ ,;,... _____________ __, FIELD '· DA IL Y REPORT ,-~-------------------.--..---..:....--------=------, Project No IC No I Report No .60-() 7(., 2 ()() i 99- ( cct Name Date / } Leighton Consulting, Inc. c: D r,:-;.,,.,. __ .. -r,,--r.,:r.,,.a ~ I?. JC r'. -; 1.ocauoo -Day I -7' o I q /,, lriv: t} ,; ;' M T W Au\lfor -' ' . v.:-,, .. ,,. J ";i ,-,, --I,.; ,:', i.' I',/ it.": N /1,~ ,-~ ctient/Conlr8,;tor' -::::; (),-, I. Field SupeMsor Observationrr esting or Weather --- Georoglst T ('.!) S s D MASS GRADING O PRECISE GRADING D POSTGRADING ··~ OTHER: ---,_., ,..,.-.-, _, r A LIIOMTOM IIRBUP COIIPANY Staff Hours Miles Soil Engineer Equiprramt Working -·-Today's yardage Yardage to-date Summaiy of Operations -/) J' -·,l" .I) y;,') 1?;•.ti ,;?_-,-:;/;,,:;-,,-r ,.r_ ~. -~-~,,,, ~A~ .-... I I i ' 17. 01-,-_,,. -7 /• t:' " ·'l.r""r'!" ,;_,t:,I I J 1 -' -I I --/ ... ;, Y/":-j[L-,.rJ,{)V'';_ ;',!'"' ~,,,,:, a-;·71:11 }•J," f •• "), ', i'l.-, ,·:,,~_: 1-_".-:,-,t:,, =--,,,'),, \ / c-, .I·<.//. /J"1"';",/~/I' ,,,,-;." I --/ r r, ,.,...,,, n -·--.,.,,. .l'J -,,,,-,. /•7 -r/ ,,, ,~1,;.,, !1,r~:--s-..... , C. ~//.TA ,•,,'fAI :</"r--,--K';ri/J.~--,,~-:-1,-, .. ,n,..P:::' :-: ( I -p' ,<.-.'1,.-'I,, ...,_, Ar.t.a'l----·c ;-·.-·,..41;,.,;:;--;-r. .... ; 7-,~-;-""'l'r,L-,.·,,,.-,_.....,::,;., f:,<,:! __ .,,_, ":,.J,(. ,,,,, ,,-,, ._,_,_.,-r7,.,,, '-1,1t.·,""Tt1,, Recelve<lby : ...... · .. v-.:?·f . . . . I ,,.,;-·, /.,-y.,,. ~--• I Print of 603-0603 CLIENT COPY , May-17_;-2006 12:39pm From-San DieiO Office Interiors 8584959101 T-124 P.007/009 F-250 !! ( "'"\ ... ""-" ... · ........ ,. '"' ,, D A I L y F I E L D R E p 0 R T -~;t: +; lj' Project No IC No -1 ReponNo . 6.0;1') 7 / :=--, ··.<"l I 99 • .. Leighton Consulting, Inc . ( _:,ct Name -Data .. •• , t .. -''l I ... •"7 .,., -' LEIGHTON GIROUI' COIIPAN'/ ·,.; :? • ;i-:-· ., .· ··-r:.-... -. . ,._ ... ! -~ J _.. /I!-.../; . J" • ,:: ... -;}.) -.., ,, Location . Day ..... '" ,, .-~J' Staff , ........ ·s T/_J·l--J _,}J t:r 11s .. ~ M T w F s -"7. rd,::-:·, t;,. I Author '. Weather Hours ,,.~ ~r~: .. ,(' (; '{ fit1 ~-· !--l I j':;: ~-f.l ,; ,o ,L.: ,.r ... t'"t\,7 ""' Clientfl.'olllraetor -... , i-S~orcman ' fl/Ill~ :~#0,l,~ •-r·-1--:• r;J . " -.,,., * l"I Field SupGifvlsor Geofog1st' Soll Erigineer ObSeM\lonrr esting of D MASS GRADING D PRECISE GRADING D POSTGRADING -gt OTHER: J.-, .... • .(!i'T' /' .. ,:-, /1 .-1 I" _,,, .. ,,•1 .. ·-:..:.~ r1 ,., Equiprl\etll Working --I ,... Today's yardage Yardage to-date ' Summary of OperatlOl\5 /1 c::'. ,--:-,, /j W,1 {},-,..-:-,'?.r /J ;,:-... ,~ ~ .t:. .r;-, n. -LL I ,<". J ~/;.,-"/ -· /· .': .__,.,. .. r;,l.-.J-r-1,· '' ., ,. <--~ I,/; t . .. --- .,.,., ,,:: ' {: • I ,•:=!'"71') /? JJ -, ;r..· ',· LI . .er--·; ... ,· ,,_, r,:: • I I 1J, ,,,,,. "A~0-7.~·'" __ ,_, __ /.."'-·21-~ Pr.:,1r-::.,,.;,,., /.',::. ..,, . -1 ' J ~-;r-,._.r.-r-,, ,.,... A-,rA ,1111·: ,..;·r.;, L!.!"~ I; JI! i? t! ,/,:~-.: .&.-r-• k~ -::::.. t ,_ :'.>~ J " 4 / • ,. ,. -,, .. ~ ().,.,, , ,,.. ,,. I • I . -· , 'u . -. ..,, / r, ;:-,., _.,,, ----: ,.. ., ...,...,, r7 ( fAf,~1r<.\ 4-.,l. C..J.'j ...., ~ .. t!. ,.,. .~· ,.-"" ' ,-,~ . 7< I L, r, . ..-r:,1 ,ti-,, µ,,.. ,o.."';' ,./11(_./ ,a /_ r, -_,,, '7 I fZ .• :"., 1.~,, u .... .f""'l -r>:, J .~:' .1:.r, -,.,,._ i,, I,,. fl (-',;.· C. .,::.-r--.. ..r~r,.-.-,-r -u-:-' ~ . , ;.!/\ ,• . /.lu.·7 •-..r,-:"";1 ,,,,., ,,, ---u,:Jf ,-._.-t . -J -.. / 7, • .1'.1:r., ... ...,..zo.,..._ •"''-"' r;-·, ' ,,.·-. ' ,.,,. . " ___ ,., ... ; ·-· .--""~. .t'L~ Ir ,1,1.._r-: 6 rr:, 1?,·"L-.. --~ ~ .1---· A.,-'"f.~, 1'/ --. ---~ ... {, --. , · l"T.t·/ ,_J J;/ ;" I hi,, .......__ rJ r--1' t.-/.,.,.,-,!'" A .IIA --,-'>,_ II A --"\. ,__ i,,.,. , :---,,. ~ /') 4--/; I:. <,l'Y.1 , . .AC.7.-.,__/ /)}" /7 I , . ---J -0.;;: .1; r·'-.-r -· <" r;_; I _/,, \ ~ '• ., : ( .,. -... l -··· ' Recelveelby I Prlllt l Pai:!li> ' .. -~:,:£:/~ of ... ... ,,., 60S-06D3 CLIENT COPY POOR QUALITY ORIGINAL S May-17-2006 12:39pm From-San Die;o Office Interiors I I 8584959101 T-124 P.008/009 F-250 &,-.----------------------:----------------------i ' . ~4' !~,4 ·· · ,ighton Consulting, Inc. \ ••. ,1A LEICHTON ~ROUP c;OMPANT FOOTING OBSERVATION SUMMARY Project Name: .S._~ ... --.... ,-+::-.:\_,_!·-'''=···-, .... <"'...,_·.-_·7-· .,,_. _ _.._ •• ,~:~··.:s~·;t ___ .• ___ . _ ... _: Date: / / ,..,· ,.-.~~i .,·:.., .: .::.r Location: '11 / ,,tJ"f",:. ,t :;-:-;-1·, Project No. : Plan FIie No.: Permit No.: Unit/Phase/Lot(s ): Referenced Geotechnioal Report(s); ' ...:•-'::.:.··,...:..::· .. ~· ~c_· ...._..· ::.:"'':::,.,'.,.:.;•~::_::;.r!:...-.,.::·':..;.::!..:.···-=-$...:.'·...:·..::.'···-·.::.. ... ~:--:,..,--_..,.:·~·:·~c.;.·l .. ~:f,._ • ._.! ·-=-:_r-.~!)_,...;1_···,:...·..:~~--=·!...; 0 \.:.:'?::.. ,·~ ....... ·:·.;.;:,; ... :1,._~.:-__ • -,;--=;·,:,::t-'--:-',:-~·~-!;:,:::~_:..···'.:.,,.·1"·_,;,;·_-• .;.,-·z'i'-!~:_ . .;;;,r...,··,!-.!_,-_· :"'_:.:_·, ,_···.s..~~ __ ... ;1 ~: ·. ·, Observation Summary 1,;,);-! Initials A representative of Leighton Consulting observed onsite soil conditions. Soil conditions at the _; ~ .1 / 1· Date site are substantially in conformance with those assumed in the geoteehnical report. :~.1 vf Initials u ,. ,;I A/_,/~·oate I • A representative of Leighton Consulting observed and measured footing excavation depth/width. Footing excavations extend to proper depth and bealing strata and S;ire in general conformance with recommendations of the geotecf!nical report. ' A representative of Leighton Consulting measured footing setback from slope face. The setback was in general accordance with the recommendations of the geoteehnical report. ·zt. ·. LJ.. Initials ~<:-;;;_ .1---,- l;i !(.tn{.,. Date I ' Notes to Superintendent/Foreman 1. Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult the geotechnical report fot presoaking recommendations. We note that clayey soils may take an extended period of time and the contractor should schedule accordingly. 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform-additional site observations. Note to Building Inspector 1, Soil compaction test results, including depth of fill, r~1ative compaction, bearing values, and soil expansion index test results are contained in the As"Graded Geotechnical Report provided at the completion of grading. · • • • • _,...., ... ,-"''l / ···-?· { • .I,-( , i--~·., " ,,, ~· '···' ..t,.,,•, ·1 I ..(( • _ •••• ,, ~' ,-,:,.__ • ,,-. l Ll. -r-;-1-·; !-, .. _.. ····'i;.brlei9hton Consulting, Inc. I < 1 r _..I\_,, CLIENTGOPY ': J.-• • , • "---·6e~t;. -'i ,·' .-..: ... ,"l \ 609 R 1-05 , Ma~-17~2006 12:39pm From-San Dle;o Office Interiors 8584959101 T-124 P.009/009 F-250 , ... ,;:,. .. ______ ~----------------------,-----~~---------·,:· .. DA IL Y FIELD REPORT c." ,\, PrOjed NO 6Q•0 I j-00 \ ~Name ·c, ,•' !' :\ 1_,,.-_~, _,,,- -.""' r. ,r,-,. "l.:oeatioW-" 1 ~,. = ~~" (7 !'.lthor l J, ,•": -.--" JC No 9~::--·--·· ., . Da1a ' -.-=? ..-"\\ ·Day M T Weather D MASS GRADING D PRECISE GRADING 0 OTHER: l:qulpment Working Surn111?ry of Operations , .... ' .. ' I ,1e; Report No 9 T F S S 0 POSTGRADING Leighton ConsultingJ Inc. A LE'lOHTOH ~,OUP CIHIPANY Slaff Hours Miles. Soil Engineer TQcay'$ yar<1age Yar4!age to-date -,-+· I ._! ------------·------------------------'------------J \ -. Received by Print of '··--.::.:.=:. _,,.....-,.--603-0603 '"'' I C:I\IT r-n::.v EsGil Corporation In (J?artnersliip witli government for <Bui(aing Safety DATE: November 10, 2005 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-3344 PROJECT ADDRESS: 2819 Loker Street PROJECT NAME: Acushnet-Loker Addition T. I. SET: III D APPLICANT ~ ClJ:..LAN REVIEWER [J ..!:_!_LC: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 1:8:J 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 rE?submitted 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-enclos·ed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sentw. San Diego Office Interiors 4863 Shawline Street-San Diego, C/i, 92111 ~ 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: Valentine Telephone#: (858)495 7364 Date contacted: (by: ) Fax #: (858)495 9101 Mail Telephone Fax In Person 1:8:J REMARKS: Plan Set Ill are slip-sheets only (sheets M-1, M-2, M-3, M-4, P1 .0 and P5.0.) to be slip-sheeted into the Plan Sets II at the Building Counter to form complete plan packages. (structural permit is under 05-3262) By: Glen Adamek Esgil Corporation [81 GA D MB D EJ D PC Enclosures: 11/3/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 • > ~ EsGil Corporation In IPartnersfzip witfz qovernment for CJ3u~[aing Safety DATE: 11/1/05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-3344 PROJECT ADDRESS: 2819 Loker Street PROJECT NAME: Acushnet-Loker Addition T. I. SET: II 0 APPLICANT CEi juR}s:) 0 PLAN REVIEWER 0 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. [8J 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. [8J The applicant's copy of the check list has been sent to: San Diego Office Interiors 4863 Shawline Street San Diego, CA 92111 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [8J Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Valentine Telephone#: (858)495-7364 Date contacted: ,, j,z..l 0 S(by: ~) Fax #: (8580495-9101 Mail Telephone /Fax v""ln Person [8J REMARKS: structural permit is under 05-3262 By: David Yao Enclosures: Esgil Corporation [81 GA D MB D EJ D PC 10/24 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 . j City of Carlsbad 05-3344 11/1/05 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2819 Loker 'Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/24 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 05-3344 SET: II DATE RECHECK COMPLETED: 11/1/05 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction· number has been given for your reference. In case you did not keep· a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo r _) City of Carlsbad 05-3344 11/1/05 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 1. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. PLUMBING (2000 UNIFORM PLUMBING CODE) 7. No response provided. Please correct the water line sizing calculations on sheet P1.0: B) Correct the fixture units for the public flush valve urinals to be 4 fixture units each as per UPC, Table A-2. Not corrected. D) No response provided. Show the existing water meter size and the water main size from the water meter to the new fixtures. MECHANICAL (2000 UNIFORM MECHANICAL CODE) 12. No response provided. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC Section 1202.2.2. 13. No response provided and required smoke detectors not shown? Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0. An "air-moving .. . / City of Carlsbad 05-3344 11/1/05 system" is a system designed to provide heating, cooling, or ventilation in which -one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0. Note: If you have any questions regarding this Plumbing an9 Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In fPartnersfiip witfi <jovernment for <Bui{aing Safety DATE: 10/6/05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-3344 PROJECT ADDRESS: 2819 Loker Street PROJECT NAME: Acushnet-Loker Addition T. I. SET:I D APPLICANT ~ 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 r_~submitted for a complete recheck. f:8:l 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: San Diego Office Interiors 4863 Shawline Street San Diego, CA 92111 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Valentine Telephone#: (858)495-7364 Date contacted: 10-G:,-os--(by: ¼ Fax #: (8580495-9101 Mail Telephone Fax v In Person [gj REMARKS: structural permit is under 05-3262 By: David Yao Enclosures: Esgil Corporation ~ GA ~ MB O EJ O PC 9/26 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 05-3344 10/6/05 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 05-3344 OCCUPANCY: B TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: unlimited? SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/6/05 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: office ACTUAL AREA: T. I. 21500 sf STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/26 PLAN REVIEWER: David Yao 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 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad 05-3344 10/6/05 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a statement on the Title Sheet of the plans that this project shall comply with the 2001 edition of the California Building Code (Title 24 ), which adopts the 2002 NEC. 2. 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. 3. Provide a note on the plans indicating if any hazardous materials will be stored· and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 4. The partition construction details are on sheet A8.1. Please revise the reference on sheet A3.2. 5. Note on the plans: "All interior finishes must comply with Chapter 8 of the UBC". 6. Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-0 and 16-8. 7. 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. 8. 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. Title 24.(door 121 a, 121 b, 118B?) 9. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." In lieu of the above, in a Group B, F, Mor S occupancies, you may note "Provide a sign on or near the exit door, reading City of Carlsbad 05-3344 10/6/05 THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1003.3.1.8. 10. 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. 11. Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 1004.3.4.4. (Corridor 109 shall not be interrupted by intervening room unless the lobby is 1 hr construction and upper floor shall be enclosed too. It m_ay consider treat corridor 109 as hallway (see item 17). One of the exits from conference room 118 into the corridor (door 1188) and the other exit directly outside (door 118C)) 12. Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1004.3.4.3.2.1. ( door from storage 120 without label) 13. The total area of windows in any portion of an interior corridor shall not exceed 25 percent of the area of a common wall with any room. Such openings shall be protected by fixed glazing listed and labeled for a fire-protection rating of at least 3/4-hour. Section 1004.3.4.3.2.2. · 14. Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. 15. Duct penetrations of fire-rated corridor construction shall have smoke and fire dampers per Sections 713.10 and 713.11. 16. If a room with an exhaust fan has a door opening into a rated corridor, show how makeup air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 1004.3.4.3.2.1. 17. For exit access purposes, hallways shall be considered as intervening rooms. Section 1004.3.3.1. The hallway may have to be considered as a corridor (and thus possibly fire-rated) under the following conditions: a) If a room or area requires two exits, only one exit may be through an intervening room. Section 1004.2.2. If the other exit is into a hallway, that hallway would have to comply with the corridor provisions of Section 1004.3.4. City of Carlsbad 05-3344 10/6/05 • MISCELLANEOUS 18. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 19. Guardrails (Section 509.1 ): a) Shall have a height of 42". b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-8. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 20. 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. 21. 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 22. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 1. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Correct the statement on the Title Sheet of the plans: a) The 2001 edition of the California Building Code (CBC) adopts the 1997 Uniform Building Code (UBC) and the 2001 California Amendments. b) The 2004 edition of the California Electrical Code (CEC) adopts the 2002 National Electrical Code (NEC) and the 2005 California Amendments. City of Carlsbad 05-3344 10/6/05 c) The 2001 edition of the California Mechanical Code (CMC) adopts the 2000 Uniform Mechanical Code (UMC) and the 2001 California Amendments. d) The 2001 edition of the California Plumbing Code {CPC) adopts the 2000 Uniform Plumbing Code (UPC) and the 2001 California Amendments. e) The 2001 edition of the California Fire Code (CFC) adopts the 2000 Uniform Fire Code (UFC) and the 2001 California Amendments. f) The 2001 edition of the California Energy Efficiency Standards. 3. I think there is an existing hazardous materials technical opinion and report of the uses within the existing building. Please provide a copy and an update for any proposed changes. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. ._ c) Clearly show where in the buildings each type of hazardous material is being stored or used. 4. Clearly show all fire rated occupancy separations. Show smoke and fire dampers at duct openings into the required fire rated occupancy separations as per UBC, Sections 713.10 and 713.-11. 5. Clearly show the limits of fire rated corridors. Show smoke and fire dampers at duct openings into the fire rated corridors as per UBC, Sections 713.1 0 and 713.11. 6. · Show the required ceiling rated fire dampers at duct openings in the fire rated ceiling membranes. UBC, Section 713.11 #4. PLUMBING (2000 UNIFORM PLUMBING CODE) 7. Please correct the water line sizing calculations on sheet P1 .0: a) Clearly show the existing fixtures to remain and the existing fixtures to be removed in the water line sizing. b) Correct the fixture units for the public flush valve urinals to be 4 fixture units each as per UPC, Table A-2. c) Correct the total fixture units for the new plus existing water demands. d) Show the existing water meter size and the water main size from the water meter to the new fixtures. City of Carlsbad 05-3344 10/6/05_ 8. Shower control valves must be pressure balance or thermostatic mixing valves. UPC Section 420.0. MECHANICAL (2000 UNIFORM MECHANICAL CODE) 9. Detail the required roof access ladder to the roof mounted HVAC equipment. UMC Section 910. 10. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310.1 & UPC 807.2. 11. The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 602.1 12. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, 11, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC Section 1202.2.2. 13. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of-equipment for smoke control. UMC Section 609.0. An ''air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0. Note: If you have any questions regarding this.Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Morteza Beheshti • ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 1. Please note on the plans the method used to limit fault currents to 10,000 amps or lower on branch circuits. 2. Please show on the single line diagram the conduit and wire sizes for panels being relocated. 3. Please submit completed panel schedule(s) for panel "OP1A". 4. Please complete the load summary and indicate the total load demand on the existing service. City of Carlsbad 05-3344 10/6/05 • ENERGY CONSERVATION 5. The lighting forms must match the number of the 2x4 luminaries (or other luminaries) with the lighting plans. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT 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: 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. • ACCESSIBLE PARKING 2. Show that accessible parking spaces comply with Section 1129B.4.1 as follows: a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' 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' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18' in depth. 3. 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. 4. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 1129B.4.2. City of Carlsbad 05-3344 10/6/05 5. Ramps shall not encroach into any accessible parking space or the adjacent access aisle. Section 1129B.4.3. 6. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 1129B.4.3. 7. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is sl.i11 per ft (2% ), per Section 1129B.4.3. 8. 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 ;?:8011 from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space ;?:3611 from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 1129B.4.2 shall have an additional sign 11va·n-Accessible11 mounted below the symbol of accessibility per Section 1129B.5. f) In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. 9. 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 ;?:1711 x 2211 with lettering not sl 11 in height. Per Section 1129B.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 . at owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning ______ 11 • CURB RAMPS {IF APPLICABLE) 10. Curb ramps shall be constructed where a pedestrian way crosses a curb or at each corner of a street intersection, per Section 1127B.5.1. 11. Plans shall show that curb ramps are ;?:48" wide with a slope of sl: 12 (8.33% ), per Sections 1127B.5.2 and 1127B.5.3. The lower end of each curb ramp shall have a ½" lip beveled 45°, per Section 1127B.5.5. 12. Show that the landing at the top of the curb shall be level and ;?:48" depth for the en!jre width of the curb ramp. Section 1127B.5.4. City of Carlsbad 05-3344 10/6/05 13. The slope of the fanned or flared sides of curb ramps shall not exceed 1:10, per Section 1127B.5.4. 14. Show or note that the surface of all curb ramps and the flared sides are to be slip resistant, and contrasting from the adjacent sidewalk finish, per Section 1127B.5.6. 15. Provide details or note on the plans that all curb ramps have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3/4" o.c., per Section 1127B.5.7. • WALKS AND SIDEWALKS 16. If any proposed walks slope >1 :20 (5%) they must comply with ramp requirements, per Section 1133B.5.1. 17. Walks along an accessible route of travel are required to be ~48" minimum in width and have slip _resistant surfaces, per Section 1133B.7. 18. The maximum permitted cross slope shall be¼" per ft., per Section 1133B.7.1.3. 19. Show or note that any abrupt level changes will be s-'2" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of :51 :2. Level changes of ==¼" may be vertical. NOTE: If level changes >½", they must comply with the requirements of curb ramps. 20. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 1133B. 7 .5. Show that the walk extends ~24" beyond the strike eqge of the strike edge of any door (or gate) that swings toward the walk. • DOORS 21. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B.2.4.3: a) ~18" at interior conditions. (door 121a, 121b, 118B) • STAIRWAYS AND HANDRAILS 22. Provide sections, details or notes to show that handrails are to be located ~34" but ::38" above nosing of treads, per Section 1133B.4.2.1. 23. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1003.3.3.3. See the exception for private stairways serving less than 10 occupants. (Show the rise and run on the plan) City of Carlsbad 05-3344 10/6/05 • ELEVATORS AND WHEELCHAIR LIFTS 24. Show on the plans to show that the inside of the elevator car complies with the following, per Section 1116B.1.8. The clear distances between walls, or between the walls and the door, excluding return panels, is: a) ~80" by 54" (at center opening doors). b) ~68" by 54" (at side-slide opening doors). c) The distance from walls to return panel is ~51". 25. Show that a handrail is provided on one wall of the car, preferably the rear, per Section 1116B.11. The rails shall be smooth and the inside surface ~1 ½" clear of the walls at a height of 32"±1" from the floor. 26. Show, or note, that call operation buttons are to be ~2" above the floor, per Section 1116B.1.10. • MULTIPLE ACCOMMODATION SANITARY FACILITIES 27. Show that the accessible rest room is to be provided with either: a) A 60" minimum diameter clear space measured from the floor to a height of 27" b) A clear space 56" x 63" in size. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 1115B.7.1.1. 28. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B. 7 .1.3: a) ~28" clear space from a fixture (or >32" clear space from a wall) at one side. b) Clear space in front of the water closet shall be: i) ~60" is required for side opening doors. 29. Show or note, per Section 1115B.7.1.3 that the doors to the accessible water closet compartment will be equipped with a self closing device with: a) ~34" clearance when located at the side of the compartment. • RESTROOM FIXTURES AND ACCESSORIES 30. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.6.2: a).. The soapdish shall be located on the control wall ~O" above the shower floor. City of Carlsbad 05-3344 10/6/05 b) A flexible hand-held shower unit is required with: i) A hose ~60" long. END OF DOCUMENT City of Carlsbad 05-3344 10/6/05 I VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 05-3344 DATE: 10/6/05 BUILDING ADDRESS: 2819 Loker Street BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. office T.I. 21500 34.37 ·- Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance -~ j Plan Check Fee by Ordinance ""' I Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3 Repeats Comments: D Other D Hourly I Hour * Esgil Plan Review Fee ($) - 738,955 738,955 $2,402.351 $1,561.531 $1,345.321 Sheet 1 of 1 macvalue.doc {) ' City of Carlsbad l=MflhiiWi·JiOCJ 111 #hi·h044khi•i BUILDING PLANCHECK CHECKLIST DATE: /<!J03/CJ ~ J PLANCHECK NO.: . CB (!JS-2;c;/-/Lj . BUILDING ADDRESS: __ Jc..._~...=.L-Jq+--__._.U,=:.,..:cJ<)'IA.e-=---c----4~½R,.__,_64~s,:;l-'+-I------- PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL 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. D A Right-of-Way permit is required prior to construction of the following improvements: Please s~ethe attached report of deficiencies marked wi D. ke .necessary corrections to plans or specifi · for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: · .: · FOR OFFICIAL USE ONLY· EERJNG AU.>HORIZAtioN to 1sstJE eu1i.01NGPERM1r, ·, J · ,e--", ·.~... :··oate: _:1,i/J;//05 , .. ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: Taniya Barrows City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 CFD INFORMATION . Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 F:1BuiLo~'6'~~Hj=~cp<i!fcf~~-~venue • Carlsbad, CA 920081-7314 • (760) 602-2720 • FAX (760) 602~~~'~ @ t,T /2ND 3RD ·v D D D BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. 8. Existing & Proposed Structures G. C. Existing Street Improvements H. D. Property Lines (show all dimensions) I. E. Easements J. 2. Show on site plan: A. Drainage Patterns Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." 8. Existing & Proposed.Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. D 3. Include on title sheet: F:\BUILDING PLANCHECK CKLST FORM.doc A. Site address 8. Assessor's Parcel Number C. Legal Description 3/ 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 Show all exis.ting use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. 2 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1 sr zND. 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D D D D F:\BUILDING PLANCHECK CKLST FORM.doc 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ 4b. All conditions are in compliance. Date: _________ _ DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 16,330 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 81,650 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the 3 Rev. 7/14/00 ," 1 D D D D D / D D D D D D D D D F:IBUILOING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee .of $ 400.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future. public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No· Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.060 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Partial Site Release from Engineering Inspector. 4 Rev, 7/14/00 1ST D D D D D D D D D D D D D D D D D D D D D D D F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 7d. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7e. No Grading Permit required. 7f. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance,. and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: NPDES PERMIT 1 0a. Storm Water Requirements Applicability Checklist Completed 1 Ob. Priority Determination and Compliance: o Priority Project , o Subject to Standard Permanent Storm Water BMPs o Exempt 11. FEES ~equired fees are attached -~ ~:~ -~b \?Q-J,lt) o No fees required ~k ()l0U.I{) ~ ~ serJ WATER METER REVIEW Gx,es+ ~ "'ff u;;ie. 0 & 1 '0 ~ 0 0l~- 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. 5 Rev. 7/14/00 D D D F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST • If owner/developer . proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide ·the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines~ 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation servi'ces are listed witti a circled "I", and potable water is typically a circled "W'. The irrigation service should look like: · STA 1+00 Install 2" service and 1.5: meter ( estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the c~lculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water 6 Rev. 7/14/00 .., 1ST 2ND 3RD D D D D DD F:IBUILDING PLANCHECK CKLST FORM.doc 12c. BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be. connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they·are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water lin.e is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Commen1s: 7 Rev. 7/14/00 .. ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 1-Calculation based on building plancheck plan submittal. D Estimate based on unconfirmed information from applicant. ~ Address: (bCC/q l-e>k ~,lilsr: Bldg.PermitNo. ()i:) CJ-S-~I Prepared by:. =fu Date: li(iht/~ Checkedby: ____ L EDU CALCULATIONS: List types and square footages for all uses. __ '7...::.._·~~::.._/_ J_ Types of Use: 6/Wl d-o (2Qe_, Sq. Ft./Units: 67) 4 '5""'c)C) q1 '7'-~ '-f Type,of Use:_______ Sq. Ft/Units: ______ ..,.._ EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of ~I(: 6beJJ. k oJ2.c., Sq. Ft./Units: J., /. "S'dil IP AD rs: ---"30~~._.,_ __ Types of Use:'\....,_...-_____ Sq. Ft./Units: . / . ADT's: _____ _ FEES REQUIRED. ·; o bridge & thoroughfare fee in Distric~, reduced Traffic Impact Fee) D 1. PARK-IN-LIEU FEE PARK AREA &I-· __ ONO FEE/UNIT:. ___ ..,_ X NO. UNI : ___ =$. ____ _ ~-TRAFFIC IMPACT FEE \ ADT's/UNITS:~ ...,,.__.___ =$ t/010 D 3. BRIDGE AND THOROUGHFARE ~ DIST. #2 DIST. #3 __ ) ADT's/UNITS:. ___ _ D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.:. __ __.,..._ ~ 5. SEWER FEE EDU's: --J-~a... BENEFIT AREA:-'-'--- EDU's: _..J_µ..=...,._ D 6. SEWER LATERAL ,(2,500) PLDA. __ _ FEE/ADT: __ _ X X FE /.EDU: cf~ FEE/EDU: t I H HIGH __ _ X FEE/AC:. __ _ D 8. POTABLE CODE CONNECTION FEE METER FEE SDCWA E =$ ____ _ =$ ----- =$ +2dS:L/d =$ ~:ra, czfo =$. ____ _ =$. ____ _ IRRIGATION F:\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 ENG.INEERING DEPARTMENT FEE CALCUL,ATION WORK.SHEET D 9.RECl;;AiME:OWATER FEE?. :UNITS CODE CONNECTIONFEI; · METER'FEE . TOTAL OF ABOVE.FEES*:$------.------------- * NOTE: 'This calculatlcm sheet is ·Nb.T a. complete ·list of all fees which may be due. Dedlcations and Improvements may al~o ~e r:eq~ired with BuUdin_g Permi.ts .. J-,\r 5CO t/J. ·. ~-. _, 2-"":l,,. ·~----- ~ -.::[-&C{b04 . ' , · · F:\FEE'CAL,C\Jl.ATION WORKSHEET.doc · 2.of 2. . Rev:7/WQ0 . ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. ~ Calculation based on building plancheck plan _submittal. Address: aq/q Whee ~ Gast: Bldg. Permit No. (£ QS"-,y£/lj Prepared by:~ Date: 12/f}j~ Checked by:· ____ Date: ___ _ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: d£flce {),{;;qzJ Sq. Ft./Units: Ji 0{)0 J/) EDU's: {o_ Ljlj Types of Use:_______ Sq. Ft./Units: _______ EDU's: _____ _ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: $tre (~) Sq. Ft./Units: / 11 /aP O fl ADT's: --Gl,_,_o,.__,.J,___ Types of Use: ______ _ Sq. Ft/Units: _____ -'--_ ADT's: _____ _ FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE PARK AREA & #: __ _ FEE/UNIT: ___ _ X NO. UNITS: __ _ =$ ____ _ fl-2· TRAFFIC IMPACT FEE ADT's/UNITS: ~ .38:-X FEE/ADT: d:---YL D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 __ DIST. #2 DIST.#3 __ } ADT's/UNITS:.____ X FEE/ADT: __ _ =$ ____ _ D 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$ ____ _ .-5. SEWER FEE r; I L/L,/ FEE/EDU: .t/'£6~ EDU's: X =$ {/), 21/3,l/Q I BENEFIT AREA: ?i EDU's: ~ ,t./tj X FEE/EDU: JI!/ =$ D 6. SEWER LATERAL ($2,500) =$ ___ _ 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 of 2 . F:\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 ENGINEERING DEPARTMENT :FEE CALCULATION WORK.SHEET P 9. RECLAIMED WATER FEES· . UNITS GODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*:$ . . . ' -------a..,---,,;---,,-- ·* NOTE: ThJs calculatlon sheet is NOT. a complete list of all fees· which may :be due . . Dedic~tion$ and Improvements may also be req1.:1ired with Building Permits. ~-- ~ F:IFE!= CAlCULATION. WORKSHEET:doc .2·of2 . . ·· J'iey. 71.1/1/00 7 ' . . : ~~.1 . ~ ~ "G ~ Q) Q) ,:;; ,:;; (.) (.) C: C: "' "' li: li: DD DD DD DD PLANNING DEPARTMENT . BUILDING PLAN CHECK REVIEW CHECKLIST / Plan Check No. CB tJ-S) ><f( Address ;7-fJlf ldfeeL//v'~tt_, Planner ----=G~re~g'-"'-Fi=s ____ he=r'"-____,,,----...,,....,,..--Phone (7 60) 60 2-4629 APN: __ ?(t)-'--Cf.,.__-__,O""'---L-'!...C....3---'--li'---"'(o,::;__ __________ _ Type of Pro Jct ~Bj Use: 9 Net Project Density: Zoning: L,/ ,vr General Plan: l::t' Facilities Management Zone: DU/AC-5 CFO (in/out) #_Date of participation: ____ Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: ____________________ ) Legend: 1:8:1 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. ________ _ OTHER RELATED CASES: ____________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ----------------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES__ 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 NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. lnclusionary Housing Fee required: YES NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y /N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 r '. '0.0 DD OD DD Site Pl~n: t Provide a fully dimensional site pi~n drawn to .scaie. Show: N~rth arrow, properw linis, easei:r:rent~., existing and proposed structures, streets, existing street .improvements, ri·ght~ of-way'width, dimensional setbacks and existing topographical lines (inclt1ding all side ar\d rec1r yard sl.opes). 2. Rrov.ide legc:11 descriptionof ·property and assessor's parcel number.. Policy·44 -.Neighborhood Architectural Design .Guidelines 1. Applicability: YES ____ NO ___ _ 2. Project .complies YES NO_· __ ____, .Zc;ming:. 1. S1:1tbacks: Front: Interior ·Side: Req1,1ired Shown -'-,------"'-,-'------'---- Street Si'de: .Required Shown -:-------__ ......._;__ __ Required · Shown ---'---------'--------Rear: Required Shown --,--~----,---,------e-,--R e quired -'---"----Shown ____ ...;.,a__ Top oJ slope: 2. Accessory str.u.cture setbacks: Front: :Required ------Interior Side: Required --------'-- Shown -------.,.-.-,-- Shown ----'--,--,-'-- Street Side: Required ------Shown --'-------'----;-- Rear; Required -,---------,-------Structure separation: Regl.!ired ~_..;....;..:. __ ----'- Shown ----------Shown ------ 3. !.,:ot Coverage: 'Required: -,---'----~ Shown ---,.----,,----- 4. Height: Required ----,----Shown ------ 5; Parking: . Spaces. Required_. --------· Shown _____ _ (breakdown by µses for commercial aod indt,1strial projects required)· Re.sidential Guest Spaces Required· . Shown _____ _ · Additional Comments Correctkm #1 -Please show on Sheet 1 the. total number of parking spaces provided and required .on .site fot each use per Chapter 21 .44. Correction ,#2. -:-Is there .any proposed roof mounted equipment assodated with this building permit? If so. wili the . eguipme·~t be screened by _an :existing parapet wall or is new screening materiai required? Please. see the attached handouts. for examples. \Vlyo!r····• . H:\AbMIN\00.UNTER\BldgPlnchkRevChklst Rev ~/01 / / . i Carlsbad Fire·-Department Plan.Review Requirements Category: Tl , INDUST Date of Report: 10-05-2005 Name: Address: Permit#: CB053344 · SAN DIEGO OFFICE INTERIORS STEA 4863 SHA WLINE ST SANDIEGO CA 92111 Job Name: ACUSHNET GOLF Job Address: 2819 LOKER AV EAST CBAD Reviewed by: ------""'4--,!!'---'Z-~--- JNCQ:l\'IPLBTE 'fhe item yeu ha7v'C suemitted for rev½ew,is iE:eofflj3lete. 1\.t this time, this offiee eEH'Hl:ot adcqttatd)i condttet a IC view to dctcntrin:c compfom:ee vvitit tile applicable codes anti/or standards. Please re•tiew ea-refl:llly all oommeRts attached. Please resuemit the I:1:eeessaey plRI:1:s and/or specifications, ·.vi.th ehaRges "clouded", t0-this offiee fur re¥ievr arn:i appro·,,ral. Conditions: Cond: CON0000780 [MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 10/05/2005 By: GR Action: AP FIMS NO: __________ _ INSPECTOR: _________ _ SAN DIEGO FIRE DEPARTMENT Hazardous Materials Information ADDRESS: '1'o\Dl U}\,(E,(1., ~ BUSINESS TYPE: INSTRUCTIONS: BUSINESS NAME: l\cLtS~~t., eOL--F PLAN FILE NUMBER: PHONE NUMBER: ee-0 "'l-4-Lt - Mark any process or equipment listed below to be used inside or adjacent to building: Printing/Silkscreening Dust Producing Dip Tanks Combustible Metal Metal Plating Welding/Cutting Chemical Storage Spray Painting Flow Coaters Auto Repair Ovens/Kilns Semiconductor Fab Complete both sides of this form. Requested information can be obtained from Appendix VI-A, Uniform Fire Co~e (UFC) or from Material Safety Data Sheets (MSDS). All hazard classification must be in accordance with the UF ~ Columns 1 through 7 shall be completed as follows: . · 1. CHEMICAL NAME: List the chemical name (i.e., acetone, paint thinner, etc.). A trade name with multiple chemic, .J ~,. shall be listed with the chemicals sub-listed. 1~ '11 2. C.A.S. NUMBER: If the Chemical Abstracts Service number is not listed on the MSDS, mark "NOT LISTED". : 3. CONCENTRATION(S): List the percentage of each hazardous material in each solution or mixture. 4. CLASSIFICATION: Provide the hazard classification(s) of all materials. Flammable or combustible liquids sha ,' '·· listed as a Class I-A, 1-8, 1-C, II, Ill-A, or 111-8 liquid. Other hazards shall be listed as corrosive, oxidizer, toxic, etci~, i All hazard categories shall be listed for materials with multiple hazards. Refer to Appendix VI-A in the UFC or ,·, · MSDS for classification information. . . ( 5. List the flash point for flammable and combustible liquids. List the pH for corrosives. List the LD50 oral rat order I ~, rabbit for toxic and/or highly toxic materials and the LC50 inhalation rat (ihl rat) for toxic and/or highly toxic gases. IJ all properties that apply. 6. QUANTITIES: List the materials by weight or volume. All materials shall be uniformly listed as either U.S. equivalents or metric. Quantities must be listed for the following types of use and storage: a. IN USE OPEN process or use with vapors escaping to the atmosphere. b. IN USE CLOSED: no vapors escaping to the atmosphere. c. STORAGE : stored only (not IN USE OPEN or IN USE CLOSED). 7. LOCATION: List the physical location of all hazardous materials used or stored inside or outside building(s). The building owner or representative is responsible for completing and submitting this form prior to construction plan reviews and inspection finals. I hereby certify that the use, storage, or processing of hazardous materials will be limited as indicated on page two. Building Owner or ( L• A {'-,[ r/l ~ , Responsible Party: ya.~'10 "' f.. ~ Vu e.. t Q..., ~ J vile.Ji Dl YJ e .:l & 7 '1.. e r PLEASE PRINT AME lfrL ti. .;J/rlYJJZ? IO· /4 · oS - SIGNATURE DATE OCCUPANCY CLASSIFICATION: DEPUTY FIRE MARSHAL: DATE: FPB-500 (REV. 7-92) 'l:.. . ' The following information shall be submitted for determination of occupancy group classification and/or a CEDMAT inspection declaration. Any deviations may require-1'- reclassification of this building. List all of the following hazardous materials, including waste materials, used or stored in your business: Explosives or Blasting Agents Unstable (Reactive) Materials Organic Peroxides Compressed Gases Water-Reactive Materials Oxidizers Flammable and Combustible Liquids Cryogenic Fluids Pyrophoric Materials Flammable Solids Highly Toxic or Toxic Materials 1. 2. 3. 4. 5. 6. CONCEN-PROPERTIES a. IN USE TRATION CLASSIFICATION (FLASH POINT, (PERCENT-(UFC APPENDIX VI-A) LD-50, OPEN CHEMICAL NAME CASNO. AGE) (MSDS) pH) SYSTEM CE" "] Radioactives Corrosives Other Health Hazards QUANTITIES B. IN USE c. CLOSED STORAGE SYSTEM 7. LOCATION PAGETW J SEP-Z0-06 05:17AM FROM-ACUSHNET .• ' • 7609304473 SAN DIEGO COUNTY Department af Environmental Health -CUPA Ha:iardous Materials Division P.O. Box 129261, San Diego, CA 92112-9261 (619) 338-2222 FAX (619) 338-2377 1-800-253·9933 T-634 P.02/28 F-780 7 I 28 / 05 ---Date Submitted HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION . 10118 n,,,.._ ocr materie1 ""'11u;111111A or areal CIADD 0 DEi.ET!: 200 I Page 1 of44 I, FACILITY INFORMATION BUSINl:SS NAME (Same as FACILITY NAM!! or D13A-Doing Business As) ACUSHNET COMPANY . CHEMICAL LOCATION an CHEMICAL LOCATION CONFIDENTIAL PROPANE STORAGE (SEE SITE MAP\ (EPCRA) D YES Iii NO ,j/ FACILITY ID# 1 I 9 1~4 o I 5 I 1 l;(tj o I 1 I 1 I o I 2 I 2 1 I MA~~;~ai;~d 203 l GRIOJJ ~~;7:sed ~ J, 1---------'--.-:..---...___..... _ _.ll_,C___.H_E __ M_IC ..... AL,___IN'-F-O_R_M--AT-l--=-O=N~------~==~lrit CHl:MICAL NAME PROPANE COMMON NAME CASI 74-98-6 207 EHS• CJ Yes Iii No ~ 2011 209 •If EHS is -Yes-, all amounrs below must De in~. FIRE CODE l"IAZARD CI.ASSl=S 1Cgrnple1a ,, raq111rco ~ CUPAJ Not Required by San Diego CountY ··II\. a,o OUS MATERIAL. TYPE (Ch!K$ ORIJ item cnly) PHYSICAi. STATE (Cl'leck ane ilem only) !Ba puRe Ob MIXTURI! Cle.WASTE 211 RAOl0ACT1ve Oves IENo 212 j cuR,1:s ~~13 , 215 CJ a SOL.JO O 11. UQUJC> !JI c GAS 214 LARGEST CONTAINER 80 \. FED FIAZARD CATl:GOR11=S (Check all am ilPPIYJ lila FIRE C:Jo. REACTn/E lilc.PRESSURl:RELEASI: lil11. ACUTEHEALTl'I De CHRONIC Hl:ALTH ~[; t; 216 ,, ... \\ AVERAGE DAIi. Y AMOUNT 160 2171 MAXIMUM DAILY AMOUNT 218 ANNUAi. WASTEAMOUNT 219 STAT!: WASTI: eccl .... ifO 640 L l"I UNITS• <Chec:k one 1111m onM D11. GALLONS CJ b cus,c FEET Ille. POUNcs 0d. TONS 321 j DAYS ON SITE: II • : lW • II EHS, emounr mus1 De In rxiunCI&. 365 'll. , .1 STORAGE CONTAINER De. AB0\/1: GRClJND TANK 0~UNCERGR0UNDTANK [Jc TANI< INSIDE SUILOING Cf d-STEEiL DRUM STORAGE PRESSURE IJ a. AMEUENT STOAAGI: 1EMPERATURE [ii a AMBIENT CJ a. PLASTIC/NONMETALLIC CRUM CJ,. FIBER CRUM CJm GIMS eom.e CJq AAn:. CAR \~ , CJ r CAN DJ. BAG Cl n PLASTIC BOTT1.E CJr. OTHl:R . ,. 09, CARBOY Qk. laOX CJ c. TOTE SIN CJh S1LO fxh. C'n.lNCER CJp. TANKWAGON Iii t,. ABOVE AMBIENT CJ c. EiELCW AMBIENT CJ t,. ABO\IE AMBIENT 0 c. EIELCW AMBIENT CJ d. CRYOGENIC 225 %WT HAZARDOUS COMPONENT (For mixhlre or waste only) EHS CAS# 1 100 2211 Propane 227 OYes (gJNo 2211 74-98-6 229 2 230 3 234 4 5 242 ADIJITIONAL LOCALLY COLI.ECTE:D INFORMATION OEH: HM-952 (Rev 07/02) 231 CJYes CJNo 2JZ ~5 DYes [JNo 231> 239 CJYes DNa 240 243 DYes 0No 244 A .... --.,~ LI J..f V,,,, ) ~ ~·«•.!rf! 233 237 24, 245 241 ) SEP-20-06 06:17AM FROM-ACUSHNET 7609304473 T-634 P.03/28 F-780 '' SAN DIEGO COUNTY • Departmeot of Environmental Health -CUPA HHardous Materials Division _J_/_JJ_/~ P.O. Box 129261, San Diego, CA 92112-9261 Date SuDmined . (619) 338•2222 FAX (619) 338-2377 1..aoo-253.9933 HAi:ARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION ronc """'I 1)81' l!lltcrllll $ a1111ain11 or illff I (i ADO CJ OEL.ETe DRSVISE 200 I Pa;e 3of44 I. FACILITY lNFOtlMATION BUSINESS NAME (Same as FACIUTY NAME or OBA-Doing Business As) ACUSHNET COMPANY · 3 CHEMICAL LOCATION 201 CHEMICAL I.OCATION CONFIDENTIAL. ll02 90 DAY HAZARDOUS WASTE STORAGE {SEE SITE MAPl (EPCRA) 0 YES l!I NO 1Je!lolsj1 oj1j1jol2j2j 1 I MAPIJ(gpl!Cllllll) 2031 GRID# (ClllbllllillJ 204 FACII.ITY IP fl Not Used Not Used II, CHEMICAL INFORMATION CHEMICAL NAME zos TRADE SECRET UYes ll!INo 206 IRON OUST ANO DEBRIS If~ CO aicftA. ref'DrlO iMllut:llon& COMMON NAME 207 EHS· Cl Yes Iii Na 208 ~ 209 •(f EHS Ir:, "Yea", all .imoLlnt= below fflYSl be in lbs. FIRE CODI: HAZARD CLASSES 1ecrr.,ietc1rr1111ulred111,uP~) Not Required by San Ciego County 21P HAZARDOUS MATl:RIAL CJ a PWRE J:Jb. MIXTURE AACIOACTIW CJ Ye$ lllNo 212 I CURIES 21:J TYPE (CI\IICk one irem cnli,J (Ee WASTE 211 f'tfl'SICAI-STATE 215 (~ one i111111011l¥J [ii a. SOLID CJ II. 1.ICUJCJ CJr:: GAS 214 LARGEST COITTAINl:R 420 FED HAZAAD CATEGORIES Cl a. FIR!: CJ b. REACTIVE 0 c. PRESSURE RELEASE 216 (Cl!lck all lhal apply) 0d. ACUTEliEALTH liJe. CHRONIC HEALTH A\ISRAGE: DAILY At,10UNT 2171 MAXUIIIUM DAIi. Y AMOUNT 218 ANNUAL WASTE AMOUNT 21$ STATE: WAST! COPE 220 1090 2750 7630 172 UNITS' 0a. GALLONS CJ b-CUSIC FEl=T Cic. POUNDS CJci. TONS 221 I DAYS ON SIT!:: 222 ,~ one hem anlvl • rr EHS. amoum m1-1&t lie in 0011nos 365 STORAGE CJ a. ABOVE GROUND TANI< CJ e. PLASTIC/NCNMETAL1-1c CRUM CJ t. FIBER DRUM Om. GLASS Born.& Oq. RAIL CAA CONTAINER 0 Cl, UNDERGAOUNC TANK CJt. CAN tJ1 BAG CJ n. Pr..AST1C BOTTLE lJr. 011iER C]c. TANI( INSIDE BUii.DiNG ,:Jg.CARBOY Dk. BOlt C]o. TOTE BIN ~ d. STSEL DRUM tl11. s11.0 tJ I CYLINDER Op TANK WAGON 223 STOAAGli PRESSURE Iii a. AMBIENT CJ IJ. ABOVE AMBIENT D c ee~cw AMl:IIENT 224 STORAGgTSMPERATlJRE r!l11 AMBIENT C] b ABOVE AMBIENT IJ c. BEi.OW AM8JENT CJ 0, CRYOGSNIC 225 %WT HAZARDOUS COMPONENT (For mixture or waste only) EHS CAS# . 1 40-60 226 Cloth polisnlng wheel 2Zl (JYes 18]No 228 22$ 2 40-60 230 Iran dust 231 C]Yes ~No 232 233 3 5-10 2:W Polishing compound 23$ DYe11 IX!No ffi 237 4 0-20 331 Cylindri~I filter cartridges :33& DYes liJNg 240 241 5 242 2'3 0Yes 0No 244 2+5 ADDITIONAL L.OCAU. Y COLLeCTIED INFORMATION 246 ----- DEH: HM -852 (Rev 07/02) County of San Diego Clepanment of Envitonmencal 11ea1m I ' I SEP-20-06 06:17AM FROM-ACUSHNET 7609304473 T-634 P.04/28 F-780 SAN DIEGO COUNTY • Department of'Envlranmental Health -CUPA Hazardous Materials Division _J_/_Jj_/J!!_ P.O. Bax 129261, San Diego, CA 92112•9261 Date Submined (619) 338-2222 FAX (619} 338·2377 1-800~253-9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION . lone 0aae !ll!l'malcn:11 per Dudlllna a area} [ii ADD C] DELETE D REVISE 200 I P89@5of44 I. FACILITY INFORMATION BUSINESS NAMI: (Same as FACILITY NAME or CSA -Doing ausiness As) 3 ACUSHNET COMPANY CHEMICAL LOCATION 20, CHEMICAL. LOCATION CONFIDENTIAL 202 90 DAY HAZARDOUS WASTE STORAGE lSEE SITE MAPl li:PCRA) D Yes 1!1 NO 1 I 9 l}:\I a I s 11 0!1!1!0!2l2 , I MAPi, (gpl,Clllllll 203 I GRID# (c~cn1111 204 FACILITY IP ff Not Used Not Used II. CHEMICAL INFORMATION CHEMICAL NAME 205 TRACE SECRET uYes Iii No .!08 PAINT FILTERS 1r Suo,e1:1 re Er'CRA. 11rcr io 11,&II\ICIIOIIS CCMMONNAME 207 E:Hs• 0 Yes Ii No 2gu CASI 2Clll •If t;!HS Is ·ves•, an amounts belaw must be in lbS. FIRE CODI: HAZARD CLASSES ICD/ltllc:ltr 1fr~ 1:1y CUPA) Not Required by San Diego County 2,0 RAZARDOuS MATERIAi. D a Pl.IRE CJ i,. MIXTURE r&Jc WASTE RADIOACTIVE CJYas lJNo 212 I CURIES 21!1 TYPE (Clltl'* one ilem c11ly) 211 PHYSICAL STAT!: ~ a. SOLID Clt,. LIQUID 134 2,s (Cheek one l1em on~) De.GAS 21• I.AAC3EST CONTAINl=R Ff:D HAZAAD CATEGORU:S Ix) a. FIRE! CJ b REACTIVE CJ c. PRESSURI: REU~ASE liJo. ACUTE HEAL.TH liJ a. CHRONIC HEAL TH 216 (Cl!Od( an tflat ap1111r1 · AVERAGE DAil Y AMOUNT 2171 MAXIMUM DAII-Y AMOUNT 21a ANNUAL WAST!: AMOUNT :us STP.Tf:. WASTE COt:11= 220 130 140 3an 352 UNITS" CJa. GALLONS CJ I). CLJBIC FEET Cilc POUNDS ·Oc2 TONS 221 I DAYS ON SITE:; m CChecl( Pnl!I ilem 0111,1 • If l=HS, amo1,1m rnu:si be 1n paunas. 365 STORAGE 0 a ABOVE G~OUND TANI( Cle. PLASTICINONMl=TA(.LJCORUM 01. FISER DRUM Om. GLASS some C]q RAIi. CAA CONTAINER CJ I>. UNDERGROUND TANK [Jr CAN DJ.BAG Cl n. PLASTIC BO'n'LE Cir OTHER DC TANI( 1NS1DE BUii.DiNG [Jg. CARSOY CJ1t.BOX Clo TCTEl:IIN Iii a. sr1:e1. PRUM CJh.SILO 0 I. CY1-1NC>E~ CJ p. TANK WAGON m STORAGI= PR!SSURE fiJ ii, AMEIIENT !=J IJ ASOVI: AMBIENT CJ c. BELOW AMBIENT 224 STORAGETEMPSRATuRe [s a. AMBIENT CJ ti. ABOVE AMBll:NT C] c. 131:LOW AMl311:NT C] d CRVOGiNIC -m %WT HAZARO,OUS COMPONENT (For rnb<ture or wasie only) EHS CAS# 1 100 221 Paint filters 2'7 Cl Yes !2DNo 2211 22!1 2 2SO 231 CJYes DNo 232 233 3 234 235 ClYes 0No 2" 237 4 2:11 ~ Dves DNo 2-40 241 5 2'2 243 OYes 0No 24-'t 2115 ADOlilONAL LOCALLY COLLECTED INFORMATION 24B ----- OEH: HM -952 (Rev 07/021 Couniy of San Diego Depanmeni of envil'Onmental Healm ' i I i SEP-20-05 05:lBAM . FROM-ACUSHNET I 7609304473 T-634 P.05/28 F-780 SAN DIEGO COUNTY • Department of Environmental Health -CUPA Hazardous Materials Division 1 I 28 / 05 ---P.O. Box 129261, San Diego, CA 92112-9261 Date Submiued . (619) 338-2222 FAX (619) 338-2377 1-800-253·9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION I011e ""'"",,,.,. !Tllllt:r181 O!!f 1JU1t111ng or ateaJ Iii ADD CJ DELETE D R1:V1SE 200 I Page7 of 44 I. FACILITY INFORMATION BUSINESS NAMI: (Same as FACILITY NAME or 01:lA-Oolng aosiness AsJ 3 ACUSHNEl' COMPANY CHEMICAL LOCATION 20, CHf5MICAL LOCATION CONFIDENTIAL 2oz 90 DAY HAZARDOUS WASTE STORAGE (SEE SITE MAP> (l:PCRA) CJ YES ~ NO 1 1 e tiz1 o / s / 1 i~~;I o I 1 I 1 1 o I 2 1 2 , I MAPfF (opliCnslJ 211!1 I GRIOt (ap~11nat1 a04 FACILITY 10 fl-Not Used Not Used II. CHEMICAL INFORMATION CHEMICAL. NAMe 2D5 TRACE SECRET U Yes IS No 208 POLISHING WASTE If ~cct 10 EPCRA. rcf'cr Ill~ COMMONNAME '2D7 EH$• Cl Yes Ii No ioa CASlJ 2(19 •If EHS Is "Yw', all amounts belaN musi be in lbs, FIRE CODE HAZARD CLASSES 1eomi,,c1c,,f raquR\1 bt cup~ Not Required by San Diego Couniy .t10 l"IAZ.ARPOUS MATl:RIAI. CJ a PURE [J t>. MIXTURE RADIOAC1WE [Jyes ll'INo 2,2 I CURIES 213 TYPE (Cl'llitc:k one llem only) [ilc WASTE 21, PHYSICAi. STATE !!cl a. SOI.IC Ob. L.IQUID 430 211:i (cnec:k ona iiem onlr) Cle GAS 21-t LARGEST CONTAINER FED HAZARD CATEGORIES Ii] II FIR! CJ b REACTIVE DC PRSSSURE Ra.EASE liJe. CHRONIC MEAL.TH 218 (cneck all that iipplYJ Cld. ACUTE til:AL-TH AVERAGE CAIL Y AMOIJNT 2171 MAXIMUM DAII-Y AMOUNT 2111 ANNUAi-WASTE AMOUNT 219 STATE WASTS CODE 22a 610 ,~no ~40 352 Cle. GALLONS CJ b. CUBIC FSET tic. POUNDS [Jd, TONS 221 I DAYS ON SITE: 222 UNITS" 365 tcrtef:lc 1ine rlOm onlvJ • II EHS, amaunl must rie In cc,mds. STCAAGE CJa.AeOVE GROUNDTANK CJ a. PLAST10NONMETALLIC ORUM CJ1. Fll3ER DRUM CJ m GI.ASS BOTTI.E Oq.RAII.CAR CONTAINER [J b. UNCIER13R0UND TANI< C),. CAl'I DJ.SAG On PLASTICBOTTI.E Cir OTHER CJ c TMK lNStDI: BUILDING Da.CAReov [Jk,BOX. [Jo. TOTE BIN 6'J cf, STEEL DRUM Dt1.S1LO Cl r. Cl'LINCER Clp. TANKWAGON 223 STORAGE PRESSURE: ljJ 11. AMBIENT CJt> ABOVE AMSIENT CJ c. BELOW AMSIEl'IT 224 STORAGETEMPERATUAE ~a AMBIENT DD. ABOVE AMBIENT CJ c. 131:1..CW AMBIENT CJ d. CR'fOGeNIC 225 %WT HAZARDOUS COMPONENT (Far mixtUre or wasie only) EHS CAS# 1 95-100 226 Couon !luffing wheel 227 DYes l!]No 228 229 2 o~s 230 Carbon Steel wilh Lead 231 DYes (&')No ~ 233 3 ~ 236 CJYes 0No 2U 237 4 230 239 CJves Cl No 240 241 5 Z42 243 0Yes 0No 244 245 AOOITIONAI.. LOCAL.LY COLLECTEO INFORMATION 2411 O!:H: HM -952 (Rev 07/02) CCl\lnty of San Diego Cepanmenc of Environmental Hea1tn , SEP-20·05 05:lBAM FROM-ACUSHNET ,, 7609304473 T-634 P.06/28 F-780 SAN DIEGO COUNTY • Department of-Environmental Health-CUPA Hazardous Materials Divisian J_/__,a_/..M._ P.O. Box 129261, San Diego, CA 92112•9261 Date Submitted . (619) 338-2222 FAX (619) 338-2377 1-800·253-9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION tone nRl>A .,_ m8!eflal Dflr £l111Ji,onQ Of area) [ii ADO CJ OELeTE DRl:VISE 200 I Page9of44 I. FACILITY INFORMATION SUSI NIESS NAM!= (Same as F ACJLITY NAME or OBA-Ooing E:lusiness As> :i ACUSHNET COMPANY CHEMICAL LOCATION 201 Cl1E:MICAL LOCATION CONFIDENTIAL 202 90 DAY HAZARDOUS WASTE STORAGE (SEE SITE MAP) lEPCAA) Cl Yl:S Iii NO 1 I e Jt&1 a I s I 1 If i o I , 1 1 1 o I 2 1 2 1 I MAPir (opv;nat) 203 I GRI 01' (Qp!oOIISIJ 20~ FACILITY ID 11 Not Used Not Used II. CHEMICAL INFORMATION CHEMICAi.-NAME 205 TRADE SECRET [JYes C!J No 206 TITANIUM SLUDGE If~ I; EPCAA. rdi:rto ,nsuu~ COMMON NAME 207 EHS'! CJ Yes l!J No 20B CASII 209 •1f EHS lo •Vea•, an arnounlB below must be In lbs. FIRS CODI: HAZARD CLASSES 1C0/1'1fcnc,rlllqVQd11yCUPA1 Not Requirea by San Diego County 2,0 HAZARDOUS MATEFUAI. CJ a. PURE CJ ti. MtXTURS TYPE (Cneele one 11em onl!tJ IXJc, WP.STE a,, RACIJOACTIVE CJYelii [3No 212 I CURIES 213 PHYSICAL STATE 610 216 1cnee1t one 118111 onlyJ IE (I, SOLID CJ b l.lCUID C]c GAS 214 LARGEST CONTAINER FEOHAZAAD CATEGORIES 216 (Chedc. all 111a1 appl)') D a. FIRS Cl I> Rl!ACTM: D c. PRESSURE REU:ASE liJa. ACUTE HEAL. TH Cla CHRONIC HEAL. TH A\IERAGE DAil. Y AMOUNT o!17 I MAXIMUM DAILY AMCUNl 218 ANNUAL WASTE AMOUNT 219 STATS WASTE cooe. 220 600 810 1190 491 UNITS• CJa. GALLONS CJ b CUBIC FEST Ci c. POUNDS 0d. TONS 221 I DAYS ON SITE: 222 t~ one 11:em onlY) • If EHS. amQ1Jnt mu,i-b9 in D011na1. 365 STOIW:iiE CJ a. ABOVE GROUND TANK De. PLAST1CINONME1'ALI-IC CRUM Di. FIBER ORUM Om. GI.ASS B01Tt.E Oq.AAILCAR CONTAINER l:Jb, UNllERGROLJNDTANK Cir.CAN C]j.BAG Cln. PI.ASTICBOmE Dr. OTHER CJ c. TANI< INSIDE BUILDING CJg.CAAEIOY CJk.sOX Qo T0TESIN Iii d. STEEL CRIJM Di,, SILO CJ I, CVLlfllDl!R CJ p TANK WAGON 223 STORAGE PRESSURE Iii a. AM!:111:NT Db APOVE AMPIENT t:I c. BEL.OW AMBIENT 224 STORAGSTEMPEAATURE fi a. AMBIENT CJD. ABOVE AMBIENT CJ c BELOW AMBIENT 0d. CRYOGENIC 225 %WT HAZARDOUS COMPONENT (Far mixt1're or waste only) EHS CASr, 1 30-40 228 Water 227 OYes (81No 228 229 2 40-50 230 Graphite 231 OYes !ENo 232 233 3 20-30 234 Polishing wheel 235 t:IYea liJNo 238 237 4 231 Tiranium alloy particles 239 CJves DNo 24-0 :241 5 20-30 ~a Abrasive dust 243 0Yes 0No 244 245 AOPITIONAl-LOCAL!.. Y COUJ:CTl:C INFORMATION 246 -----·· PEH: HM -952 (Rev 07/02) cauniy of So1n Diego C1a1partmem of Environmental Healtl'I J SEP-20·05 05:lSAM FROM-ACUSHNET 7609304473 T-634 P.07/28 F-780 •' SAN DIEGO COUNTY • Department of Environmental Health -CUPA Hazarclau& Materials Division _l_l_!Ll..1lL.. P.O. Box 129261, San Diego, CA 92112-9261 Date Submittea (619) 338•2222 FAX (619) 338•2377 1 ·8D0•253•9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION fllflB "2<',11 DI!!' n\alSJ181 llflr 11111111,na ar areal ril ADD D DELETE CJ REVISE aoo I Pase 11 or 44 I. FACILITY INFORMATION BUSIN!ii:SS NAME (Same as FACILITY NAME ar OBA-Doing Business AS) 3 ACUSHNET COMPANY CHEMICAL. LOCATION 201 CHEMICAL LOCATION CONFIDENTIAL 202 90 DAY HAZARDOUS WASTE STORAGE CSEE SITE MAPl lEPCRA > CJ YES l!I NO 1 I e l~f>I o I s 1 , II a 11 1 , I a 1 2 1 2 1 I MAP# (opuonaii 2Cl3 I GRIOIJ (qlllcinal) 204 FACILITY IP 'fJ Not Used . Nat Used II. CHEMICAL INFORMATION CHEMICAl-NAME 205 TRADE SECRET U Yes llll ND 2Qtl USED BEL.TS If S..lljllCI IO l!PCAA. n:l'cr IQ 11'1Sln,atllll& COMMONNAMe 207 EHS"' C] Yes Iii Na ~a CAStl 209 •1f l:HS w "Yes~, all :am~nrs below musi b8 In lbs. FIRE COOi;; HAZARD Cl,.ASSES 1Carnp1eta1fn:qi,tc,a wcuPAJ Not Required by San Diego County 2,0 HAZARDOUS MATERIAi-D a. PURE ·D o. MIXTURE RADIOACTIVE DYee tENa 212 I CURIES 213 TYPE (Ctieck one itern only) (Ee.WASTE 211 PHYSICAL STATE [Ea SO&.10 CJ ti. LIQUID 240 215 (Check cne f!Bm onlrJ Cle.GAS 2l4 LARGEST CONTAINER FED HA.ZARO CA.TEGORIISS D a FIRE Db. Al:ACTIVS CJ c. PRESSURE REL.EASE Ou. ACUTE 111:AL TH lila. CHRONIC HEALTH 216 (Check ap ma, apply1 AVSRAGE DAILY AMOUNT 2171 MAXIMUM CAII-YAMOUNT 2111 ANNUAL WASTE AMOUNT 21, STATE WASTE CODE 22CI 44n 660 2190 181 UNITS" 0a GAL1..0NS Cl b. CUSIC FEET IJic. POUNDS Cid. TONS 2211 DAYS ON SITE:: 222 lCneck ona 11em only) • If EHS, am01Jm m11st be in ntKJncls. 365 STORAGE CJ a. ASOVE GROUND TANK CJ a. PLAST1CJNONMErAL1.1C DRUM O I FIBER ORUM Om. GI.ASS acme CJ q, RAIi-CAR CONTAINER 0 b. UN01:RGROUND TANK [Jr. CAN OJ BAG D 11. Pi.ASTIC som.e CJr. OTHE:R C)c TANI< 1NS1DE BUILDING [Jg. CARBOY Dtc.BOX Do TOTESIN Ii) 11 STEEi. DRUM Oh.SILO Cl 1. CYLINDER D p. TANI( WAGON 22, STORAGE PRESSURE !il a. AMB11:NT CJ r,, ABOVE AMBIENT D C. BEi.OW AMBIENT 224 STORAGE TEMPERATURE Illa. M1B1~Ni Dr,. AeoveAMa1ENi DC BELOW AMBIENT Cl CS. CRYOGENIC 225 %WT HAZARDOUS COMPONENT (F'or mbaure or waste only) EHS CAS# I Grinding belts OYes (ID No I 1 98-100 221 w 2a8 229 I 2 1-10 23CI Dirt 231 OYas lilNo 232 233 I 3 0.1-1 231 Lead 235 0Yes. lilNo 236 237 4 2:JII 2311 Dves Cl No 240 ~, 5 242 243 Dves DNa 244 245 ADDITIONAL L0CALL. Y COLLECTED INFORMATION 2'1G OEH: HM -952 (Rev 07/02) County of San Diego Depar,ment of En11ironmenra1 He.iltn \ SEP-20·05 05:18AM FROM-ACUSHNET f 7609304473 T-634 P.08/28 F-780 SAN DIEGO COUNTY • Department of Environmental Health -CUPA H~ardous Matttrlals DM1$ion --1..l_.ll_l..Jl§._ P.O. Box 129261, San Diego, CA 92112•9261 Pate Submitte? (619) 338-2222 FAX (619) 338-2377 1 .. aoo-253.9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION rone Daoct PC!' mareneJ Dar ouUdmA w ;m:eJ Iii·· AOD CJ OEL.l:TI: C] REVISE ~a I Page 13 of 44 I, FACILITY INFORMATION BUSINl:SS NAME (Same as FACILITY NAME or OBA .. Doing Business As) 3 ACUSHNEi COMPANY CHEMICAL LOCATION 20, CHEMICAL LOCATION CONFIDENTIAL 202 90 DAY HAZARDOUS WASTE STORAGE tSEE SITE MAPl (EpCRA ) CJ YES Ii NO 1 J e 19 a I s 11 1.J;-~ o ! 1 1 , I o I 2 I 2 I ' I MAP# 1apuan;IJ 2o3 I GRIIJlf (apuonaiJ 204 FACILJT'f ID # Not Used Not Used JI. CHEMICAL INFORMATION Ct1EMICAL NAME ,lCJlj TRACE SECRET WYe& l!INQ 208 WATER w rrRAc~ OF OIL 11 S1o111,m Jg l:PCRA. rarer 10 ,n==IMll COMMON NAME 207 EHS• CJ Ye& Ii No 2011 CA:ilf 209 'If EHS is: "Vas", all amounrs be!OW must be In lbs. FIRI: COOE HAZARD CLASSl;S 1campie11,rrcqw,rl\L'I 111 CUPA) Not Required by San Piego County 2,0 HAZARPOUS MATERIAL CJ a PURE [J b MIXTU~ [!le. WASTE RADIOACTIVE Cl-res l!No 212 j cuR1es 213 TYPE (Checl( one Irmo Q/lly) 211 PHYSICAi. STATE CJ a SOLID IE ti 1-tOUID 430 210 (ChlCk one item only) De.GAS 214 LARGEST CONTAINl::R A:D HAZARP CATEGORll:S CJa. FIRE CJ b. FlEACTIIIB CJ c PRESSURE RELEASE liJd, ACUTE t'IEAI-Tt1 Ii] e CHRONIC HEAi-TH 211 ' (cnt:ck an 111a1 apply) AVEAAGE DAIL y ~Cul'llr 2171 MAXIMUM OAII-YAMOUNT 218 ANNUALWAST5AMOUNT 2111 STATE WASTE CODE ~ 430 430 430 UNITS" [Ja. GALI.ON$ Cl b, CLJSrC FEET [i c. POUNDS 0d TONS 221 I DAYS oN s,re: 22.2 (Cl'le~ ane Imm only) • If J:HS. amounJ m11s1 be ,n 00unds. 119 STORAGE Cla. ABOVE GROuNO TANI< CJ e. Pi.ASTICJNONMETAU.IC lJ~UM CJ i. FIBER DAUM Clm. GLASS BOTTLE Oq. RAIi.CAR CONTAINER [Jb.UNDeAGROUN~TANK Di.CAA Qj.aAG CJ n. PLASTIC BOTTLE Or. OTHER tJ C. TANK INSlllf= aun.OrNG Qg CARBOY [:Jk.BOX C] o. TOTi: BIN liJ d. STEEL-PRUM Cir, SILO 01 CYLINDER CJ p. TANI( WAGON m STORAGJ: PAESSURS IE a. AMBIENT 0 D. AB0\11: AMBll!NT D C. SELOIN AMBIENT 2211 STORAGl:TEMPERATuRE li1J a. "MBli:NT D ti. ASOVI: AMl31ENT DC BEL.OW AMBll:NT Cl d CRYOGENIC 2:16 %WT HAZARDOUS COMPONENT (For mixture or waste only) f:HS CAS# 1 Varies 22S Water '¥rf C]Yes OONo 2~ 22G 2 Varies ~ Trace amount$ of oil 231 CJYes [i!No 2:32 m 3 234 235 0Yes CINo 238 237 4 ~8 239 Clves CIN0 240 241 5 242 243 t:)Yes. 0No 244 245 AOCITIONAl. r.OCALI-Y COLLl:CTEO INFORMATION 246 -- OEH: HM -952 (Rev D7102) Cauniy of San Diego .Depanmeni pf l:nvironmenral Heann SEP-20·05 05:lBAM FROM-ACUSHNET ' 7609304473 T-634 P.09/28 F-780 SAN DtEGO COUNTY • Department Qf Environmental Health -CUPA . Hazardous Materials DMsion _LI__R_I..JJL_ . P.O. Sox 12Q261, San Diego, CA 92112-9261 ) . Date Submiued (619) 338-2222 FAX (619) 338•2377 1-800-253-9933 HAZARDOUS MATERIALS INVENTORY-CHEMICAL DESCRIPTION ram: = "81' ma11111a1 ""'b1.1,1c1ina or arBll 1 ~ APP CJ DELETE D R~ISI: 200 I Pilge 160144 ,. FACILITY INFORMATION BUSINl:SS NAME (Same as FACII.ITY NAM~ er OBA-Oaing Business As) ACUSHNSTCOMPANY . ~ CJ-1£:MICAL 1-0CATION l!01 CHEMICAL l.OCATION CONFICl:NTIAL 202 · 90 DAY HAZAROOUS WASTE STORAGE <SEE SITE MAPl {EPCRA) 0 YES !!I NO 1 jait1olsl1.liol1 l1 lol2l2l 1 MAPlJ 1gp1,cnai> 203 l GRIOJJ (c,pl,OIUl!J 204 FACIUTYIPJJ Nat Used Not Used II, CHEMICAL INFORMATION CHEMICAL NAME aos TR.ADI: SECRET uYes ~ NO 208 ! OIL & WATER If Slil)i!IC IO Sl'CRA. rd;t,IO 1111iJJl.li:llDn$ ' COMMON NAME 207 ' EHS" D Yf>S ll!I No 2Qlil i -CA::Rf 209 ~tf El1S ie "Yeti', an amouni:s below must be in 1r;,s. FIRE CODE liAZARO Cl-ASSES ceo~~ itreqwlroa b> cuPAJ NQt Required by San Diego County 210 HAZARDOUS MATERIAi. CJ a PURE CJ b. MIXTURE RAOI0ACTIIJE QYea li]No 212 I CURIES 213 TYPE 1CllllCk one ir11m cmlyJ [&le WASTE 211 PHYSICAi. STATS CJ a. SOI.ID liJ ti. LIQUlll 480 2,s 1cr11sek one illtm onty) CJ,:. GAS 214 LARGEST CONTAINER FED HAZARD CATEGORIES CJ a. FIRl CJ ti REACTIVE: CJ c. P~ESSURE R51,.EASE liJcs. ACUTE HEALTH 216. (Cfleef( aJ Vl8l appl~J file. C:MRCNIC HEALTH AVERAGE DAIL.Y AMOUNT 217 I MAXIMUM DAU. Y AMOUNT 218 ANNUAL. WASTE AMOUNT 219 STATE WASTE CODE 220 480 480 . 480 221 UNITS• Da GAU.CNS IJ a cue1c FEE:T []I c. POUNDS [Jc,, TONS 221 I PAYS ON SITE: ·222 (Cnecl\ ane 11em only) • If EHS, amciuni must bll ill 001.1nd& 12 STORAGS CJ a. ABOVE GROUND TANK CJ 8 PlASTICINONMJ:TALLIC DRul'\1 CJ 1 , FIBER ORlJM CJ m. GlASS l:IOTTLE C)q. RAIL, CAR CONTAINER 01:1. UNDERGROUND TAIIII< Or.CAN OiaAG On. PLASTiC.BOmE Dr. OTHER (Jc. T~K INSIDE! 13lJ1LQIM3 CJ9.CARBOY 01< 130). Qo. TOTSSIN liJ d. STl:f:!, IJRUM Oh.SILO CJ 1. CYI-INDER D p. TAAi< WAGON ~3 STORAGE P~SUAE Iii a AMBIENT [J &>. ABOVE AMSll=IIIT 0 c 13El.0YV AMElll:NT 22• STOAAGETEMPEAATURE [ii a, AMBIENT CJ b ~CVE; AMalENT CJ c BEL.OW AMSllN'f D a. CRYOGENIC 226 %WT HAZARDOUS COMPONENT (for mlxn,re or waste only) EH$ CAS# 1 Varies 2211 Water 227 aves l!lNo :m 229 2 Varies 2ao Oil 231 0Ves [ilNa 232 233 3 :2311 m CJYes CJNa 238 237 4 2311 239 Clves D No 240 241 5 242 241 Ores DNo 244 245 ADDITIONAL LOCALL. Y COLLECTED INFORMATION 245 .. ' . DEH; HM -9S2 (Re\' 07/02J Cciunty of Sc111 Ofegq Oepanm1ml of Envir0nm1:111ra1 HeelttJ ' SEP-20-~5 05:19AM FROM-ACUSHNET 7609304473 T-634 P. 10/28 F-780 SAN PIEGO COUNTY • Pepartment of Envlranmental Health -CUPA Hazardous Materials Division _J_/--AJ..9!_ P.O. Sox 129261, Sar, Diego, CA 92112-9261 Oate SL1bmlnecJ (619) 338-2222 FAX (619) 338·23TT 1.aoo .. 253 .. 9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION 1one -t!af mateftal r,er llUildillQ orarea-1 [il ACt> CJ OELETE CJ FU;VISS 200 I Page 170144 i I. FACILITY INFORMATION 13USINl:SS NAME (Sam~ as FACILITY NAME Of 01:JA-Poing Business As) 3 ! ACUSHNET COMPANY CHEMICAL LOCATION 201 CHEMICAL LOCATION COl\ll-101:NTJAL. 202 i HM s:roRAG: SHED (SEE SITE MAP) cePCRA> D Yl=S 1B NO I 1 / 9 J: . · / o j s / 1 li1 a j 1 j 1 j o / 2 / 2 j 1 I MAP:~;~::d 2031 GRIDff, (ClpllonelJ 204. FACILITY IP fJ Not Used II. CHEMICAL INFORMATION I I CHEMICAL NAME 20S TRADE Sl:CRET uYes IEIN0 20lli I EXXSOL II Subi;ct IQ Ef'CflA. 11!fcr lO 1Mll\lC!lllfl$ COMMON NAME 2fJ7 e11s· 0 Yes Iii No 208 i CAS11 :209 ·If EHS ill -Yes•, lilll .imoiinra below m~si be in lbs. FIRE CODE HAZARD CLASSES (Co~e ,rreqLJ11SC1 Dt CUPAJ Not Required by San Diego County ~10 I I HAZARCOLIS MATERIAi. D a. PURI: lih,. MIXTURE! TYPE (C~ ons ,tern on1~) CJ c. WASTE 2,, RAD10ACTIVE: Clve& IENo 212 I CURIES ~13 I PHYSICAi. STATE 21& 1 (Cneck 0tl8 Jl&ffl onlyJ D a SOLIP IZ o. UQU1D CJ~GAS 214 1..ARGE!ST CONTAINER 55 I FED HAZARD CATEGORlES Iii a FIRE D t,. REACTIVE liJ c. PRESSURI; REL.EASe liJd ACUTE I-IEAI. TH Cle. C:HR0NIC HSAL.TH :m,I (Cneck all 11'1111 epp1yJ AVERAGE DAIL. Y ~DUNT 211 I MAAIMUM DAILY AMOUllfT 21.11 ANNUAL WASTE AMOUNT 21s STATE WASTE COPE 220 I 330 I 170 ' I i]a. GAU.CNS CJ 0. CLJBIC FE=T Cl~ POUNDS CJd TONS 221 I DAYS ON SITE: 222 UNITS• 365 (Cneek one irem onlyJ • If EHS, amount m11&t be In pouncl&. STORAGE Oa.ASOVI; GR01.,1NOTANf( CJ.a. PI.ASTIC/NONMETAU.IC ORUM 01, FISER CRIJM Om. GI.ASS eorn.1: Clq. RAIL CAR ~ONTAINER Ob UNCERGROLINOTANI< [Jr.PAN C]J,SAG Cl n PI.ASTIC aorri.s CJ,. OTHSR C)c. TANI< INSIDE 8UII-PING C]g.CARSOY CJ~. SOX CJa. TOTEBIN 6Zla. STl:EL C~IJM Clri,sn.o 01. CY'UNCSR CJ p. TANI< WAGON m STORAGE PRESSURE [iJ a. AMBIENT CJ b. ABOVE AMBIENT Q c BEL.OW AMBIENT 224 STORAGE TEMPERATURE [ii a. AMBIENT [Jr,. ABOVEAMBIENT 0 c. BELOW AMBISNl' D q C~YOGENIC 225 %WT HAZARDOUS COMPONENT {For mixture or waste only) eHS CAS# . 1 100 221> . PQtroleum {distillate), hydrotreated light 'TO QYes l!)No 221 64742-47-8 228 2 230 n, IJYes tlNo 232 m 3 234 236 ClYes CJNo 236 2'37 4 2311 239 Dves CINQ 24Q 2'11 5 2'12 243 DYes 0No 2'14 246 AOOITIONAf. LOCALI. Y COLLECTEP INFORMATION 248 .. OEH: HM-952 (Rev D7/.Q2) couniy of San 01,ega Cepartmem gf Snviranmental Healm SEP-20-06 06:19AM FROM-ACUSHNET 7609304473 T-634 P.11/28 F-780 SAN DIEGO COUNTY • Department af Environmental Health -CUPA Hazardous Materi11ls Divlsian -1.../_..1!.}.M_ P.O. Box 129261. San Diego, CA 92112-9261 Date Submined (619) 338-2222 FAX (619) 338•2377 1-800-253-9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION {ClllC il34le l:iet 11\816fl81 IHV llwllllllll CII' arca,) C]AOP CJ OEI-ETE IE REVIS!; 200 I Page 1 of44 ,. FACILITY INFORMATION BUSINESS NAM5 (Same as FACILITY NAME or 06A-Ooing Business As) ~ ACUSHNET COMPANY CHEMICAL L.OCATION 201 CHEMICAi-LOCATION CONFIDENTIAL 202 PROPANE STORAGE lSEE SITE MAP) (SPCRAJ C] YES Iii NO 1 I a ~1¢1 ° I s I 1 lih.l O I 1 I 1. I 0 I 2 I 2 , MAPtl (/lpQOIIIIIJ ao:i I GRIDff (CllllCNllJ 204 FACILITY 10 ff Not Used Not Used II. CH!MICAJ-INFORMATION CHEMICAi,. NAME 2~ TRAD5 S5CRE:.T 1-1 Yes Iii No· 20G PROPANE If Slllli=C lg l:PCRA. ,reJer 10 lnlilll.lCIIQM COMMON. NAME 207 EH~· CJ Yes Iii No 201J CASJf 7+98·6 2CI "If EHS IS -Yes", all amaunlS Delow must De in lbs, Fl~ COOE 1-!AZARC CLASSES 1Ccirr,pte11, ,, 1equ1raa 111 CIJPA) Nat Required by San ~iego County 210 HA1ARDCUS MATERIAl. [ii a. PlJRE [J b MIXTURS CJc:.WASTE 211 RADIOACTIVE lJ-YeG {j]No :.112 I CURIES 213 TYPE (ClleCI( one 1,em onlyJ PHYSICAL STATe LARGEST CONTAINSR :.115 (Cnack Dl'I• lrem onM CJ a. SOL.ID CJ b J.IOIJID (Ee GAS · 21, 80 FEP HAZARD CATIEGORll:S liJa FIRE C} I:> Rl:ACTIVI: liJ c:. PRESSURE R5J.l:ASI! lilir. ACUTE HEALTH Cl11. C'1ROJ\IJC HSAL TH 216 (Clmk all mas applyJ AVERAGE PAli..Y AMOUNT 2171 MP,J(JNJUM PAIL Y AMOUNT 2111 ANNUALWASTEAM0UNT 218 STATE WASTE cooe 220 160 640 UNITS• Oa. GALI.CNS O I> CUl!IIC FEET Ile. POLJNDS Oa. TONS 22, I DAYS ON SIT!=: 222 (Cheek cne Item onM "If E:tiS amount-must tie In D01lnl11i-3fl5 STORAGE 0a. ASOIIE GRCil.lNC TANI< Cle. PLASTIC/NCNMIITALLIC DIWM O 1. Fl85R DRUM CJm. GLAS$ SQTTLe Qq. AAIJ.CAR CONTA1NER t)i,. IJNPeRG~QUND TANK Of.CAN Di,BAG On. PLAST1c acme Or. OTHeR CJc. TANK INSIDE BUILDING CJ 8, CAIISOY Qk.13CX CJ a. TOTE SIN IJd. STEELCRUM Pn s1t..0 .(ii r. CYLINDER C]p. TANt<WAGON 223 STORAGE PRESSURE CJ <I AMBIEIIIT Iii CL AiOVE AMBIENT CJ c. 81:1.0W AMl311:Nf 22, STORAGE Tl:MPERIITIJRE [ii a. AMEIIENT CJ s,. ABOVE AMBIENT • 0 c. aei.ow AMSleNT rJa. CRYOGENIC 229 %WT HAZARDOUS COMPONENr (Fer mliaure or waste only) EHS CAS# 1 100 22G Propane 227 (JYes IXJNo. 220 74-98-6 228 2 330 231 OYes DNo 232 233 :i 234 235 0Yes 0No 236 2$1 4 DYes CJ-N13 I 23'1 :z:aa 240 241 5 242 24, Ove, tJNo 2'14 24f ADDITIONAL 1-0CALf. Y COf..l-ECTEO INFORMATION 241 OEH; HM -952 (Rev 07/02) Ccumy af San Diego Oepamneni of Envjronmenfiill Heatlh SEP-20·05 05:19AM FROM-ACUSHNET 7609804473 T-684 P.12/28 F-780 SAN DIEGO COUNTY • Department Qf Environmental Health -CUPA Hazardous Materials Dh,Ision -1 .. .I...AJ.J}.!__ P.O. Bax 129261, San Diego, CA 92112·9J61 Date Submitted (619) 338·2222 FAX (619) 338,.2377 1 .. aoo-2s3.9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION 1iine """B ""' m11rcna1 DW Nft!lnn gr wca 1 Ii AOC [J DELETi; D REVISE 200_ I Paaascf44 I. FACII-ITY fNFORMATION euSINl:SS NAME (Same as FACILITY NAME or CBA -Doing Busin~s As) 3 ACUSHNEi COMPANY CHEMICAi-L-OCATION 201 CHl:MICAI. I..0CATI0N CONFIDENTIAi-202 90 CAY HAZARDOUS WASTE STORAGE #SEE SITE MAPl (EFICRA) iJ Y5S Iii NO 1 !el~oj5/1 ·o 1 , 1 , I o 1 2 1 2 1 I MAP1' (gp!IQflll!J 2'1:J I GRIDJI (Ollll011111) .204 FACIUTY JO r, Nat Used Not Used II. CHEMICAa-INFORMATION CHe!MICAL. NAME 205 TRADE SECRET L.IYUS l'!!No 206 IRON DUST AND DESRIS 1r S\llljOCl 10 ~. reter m J11$1NC(,~ COMMON NAME 207 EHS• CJ Yea !!I No 208 CASfF 200 ·11 ~HS i:,. ""feel', all amounts "Delaw m1.1Si be in lbs. FIRE CODI= HAZARD Cl-ASSES 1ca~e1c: 11 req11111111 bf Cl»IAJ Not Required by San Diego County 210 1-!AZARPOuS MATERIAi-Cl a. PURE Db. MlxTURE AAOIOACTIV~ CJYeli filNo 212 I C\JRl5S 213 TYPE; (Cneck ans ilem an11) !Ee. WASTE 211 PHYSICAL STATe lj a. SOl,.10 CJ b. LIQUID 420 215 tCneef\ cine item anM CJc GAS 214 LARGEST CONTAINER . FEO HAZARP CATEGORIES CJa. FIRE CJ ti, REACTIVE CJ c. 'PRESSURE RELEASE Or:1. ACUTe HEAL.TH li:Ja. CHRONIC HEAL TH 216 tCnec:11 all 1r,ai IIPPlYJ AVE:RAGI: DAit. Y AMOI.INT 2171 MAXIMUM DAIL. Y AMOUNT 2111 ANNUAL WASTE AMOUNT 2,s STATE WASTE COCE ZID 1090 2750 7630 172 UNITS' Oa. GALI.ONS Cl D. CUBIC FEET Ille. POUNDS CJa. TONS Z!1 I CAYS ON SITE: 222 (Cheek one item onI,1 • If EHS. fl/JJOUM ffl115t tie in OOlltlrJI 365 STORAGe CJ a, ABOVE GROUND TANK Cltt. PLASTICJN0NMETAI-LIC CRLIM CJ I. FISER PRUM CJm. 13µ\SS sorn.e Oq. RAILCAR CONTAINER Q1:1. UNPERGROUND TANK C)r.CN-4 OJ.SAG CJ n. PLASTIC some c:Ir. OTHER t:Jc, TANK INSIDE 8UILDING CJg.CAR$0Y Cl"-ecx Clo, TOTE BIN tiJ d. STEEi-PRUM Ch,. SIL() 01. CVLINDER Cl p. TANI< WAGON 223 STOAAGE PRESSURS ljl a. AMBll;NT CJ 11-AIQVE AMSIENT DC. BEi.OW AMPIENT 224 STORAGeTEMPEAATURE [i a. AMBIENT Cl It. ABOVE AM915NT Cl c. BELOW AMBIENT CJ d. CRYOGENIC 225 %WT HAZARDOUS COMPONENT (Far mixture or waste only) 5HS CAS# 1 40..SO m Cloeh polishing wheel 227 C]Y~ l!JNo 2215 229 2 40-60 m Iron dust 231 C]Ves [iJNo 2~ ffl 3 5.10 23' Polishing compound 23$ CJYea li]No 2311 ~7 I 4 0-20 Cylindrical filter cartridges Oves liJNo I ! 2311 239 24Q 261 I 5 242 243 CJYss 0No 2•4 245 ADDITIONAL LOCALLY C0LLECfEP INFORMATION .246 O~H: t1M-9S2 (Rev 07/02) Coi.1niy of San Oieg0 oeparrmeot of EnVironmenr;tl Healtl'I SEP-20-05 05:lBAM FROM-ACUSHNET • 1 7609304473 T-634 P. 13/28 F-780 SAN D1£GO COUNTY • Department of Environmental Health -CUPA Hazardous Materials DiVi$ion 7 I 28 / 05 ---P.O. Box 129261, San Diegq, CA 92112-9261 Date SLibmitted (619) 338:-2222 FAX (619) 338•2377 . 1 .. aoo-2si.9933 H~RDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION rane ,,_ Im' rratenel ...v 11u1llllna ar =~l [ii ADO [J DELETE D REVIS!; aoo I Page 5of44 I. FACILITY INFORMATION 6USINESS NAM!: (Same as FACILITY NAMi: or 01:3A -Doing Business As) 3 ACUSHNET COMPANY CHEMICAL 1-0CATION 201 c1-1eM1CAL LOCATION CONFIDENTIAL 202 90 DAY HAZARDOUS WASTE STORAGE (SEE SITE MAPl !l=PCRA) CJ YES C!I NO 1 I 9 [f::1 a I s 11 11 a 11 I t I o_ j 2 / 2 I 1 MAPflrGllli~) 203 ., GRIOt (o~J · 201 FACILITY JO I Nat Used Nat Used II. CHEM1CAL INFORMATION . CHEMICAL N.AME ZQ.5 TRADE Sl:CRET uYes WNo 2~ PAINT FILTERS ' lfSw~IO~rsre,ia1~ COMMON NAME! 2'11 EHS• Cl Yes Ill! NL'.I 20& 1-CAS# 209 "If EliS ~ "Yoo", .in am°"rils balcw ,n1,1st be 111 lbS. FIRIS COOE HAZARQ CLASSES 1Corrf11• ,r req.,111111 Dt CUPAI Not Required by San Ciego Co~nty 21D HAZARIJOLJS MATERIAi. [J a. PtJAE CJ p. MIXTURE f8I c.wASTE RAC10AC1WE 0Yeli {3No 212 j CURIES 213 TVPI: tC~ arie iram or,ly) 211 PriYSICAL STATE [j} a. SOI.ID CJ J. 1.ICUID 134 21~ (Cheek cn11 i1em anM Cle.GAS 214 U\RGeST CQrl!TA!NER FED HAZARD CATSGORll;.S li'.Ja F1RE CJ i:,. REACTIVE 0 c. PFIE:SSI.JRE R~iASE . li!d. ACUTE HEAi. TH 210 (C~.all lfWleppM liJe. CHRONIC HEAL TH A'lll:RAGE DAILY AMOUNT 2171 MAXIMUM PAILY AMOUNT 21a ANNUAl.;WAS'l'E AMOUNT 219 STAT!: WASTt: CCCII; a20 130 1.11n ~RO 352 UNITS" Cla. GAI.L.ONS tJ D. CIJlllC FEET uili:. POUNDS iJ12. TONS 221 I DAYS ON SITE: 222 tcheek ona it11m only) • It EHS. am0,11n 11114:;i bl!I m couAClli. 365 STORAGE 0a ASOVI! GROUND TANI< Cle. PI-ASTIONONMl:TALLIC DRIJM O 1. i=1eER ORUM Clm Gt.ASS BQTTJ.15 CJq.RAtl.CAR CONTAINl:R CJ ti IJNDERGROUN0 TANI< .CJf,CAN O;.BAG Cln. PLASTIC E1omE Or OTHER' Qi: TANI< INSIDE BUILDING [Jq.,CARBOY Clttao>i.· C)o TOTEBIN 6'J'c1 STEEL. DRIJM Dh,Sll,0 01.'cvuN01:R CJ p. TANK WAGON 223 STORAGE PRESSURE fil a AMBIENT Oa. A£10\IEAMSIENT .IJ c. BELOW AMBIENT m STORAG~TEMP~TURE [i a. AMalE:NT Cl b. ASOVJ; AMBJENT CJ c BELOW AMBIENT D II CR'fOGENIC 22G I ! %WT HAZARDOUS COMPONENT (For mixture or W8Stl! only) Eli$ CAS# I 1 100 22ii Paine filters 227 OYes l!JNo .. 228 228 2 230 231 0Ye5 [JNo 232 25S 8 2~ 235 Oves ONo m "Zli'I 4 23D 239 Clves DNo 240 241 5 242 243 Oves 0Na 244 24S ADDITIONAL I.OCAl-t. 'f COL!-1:CTeo INFORMATION 241i IJ!;H;·HM-952 (~IW 07/02) County of S~n Diego Cepartment of EnViRinmen~I Heatm ' ~EP-zo-~~ 06:lSAM FROM-ACUSHNET 7609304473 T-634 P.14/ZB F-780 SAN DIEGO.COUNTY . • Department of Environmental H-.alth-CUPA" Hazardous Materials Division ... 1 . .J....AJJ&_ p,o. Sox 129281, San Dlttgo, CA 92112-9261 O.ate Submitted {619)"338-2222 FAX. (619) 338°2377 . 1 •800-253-9933 ·HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRf PTION .. ,cine ........ ,_ miilerial Dlll'bulld,,;,, CII' 81'881 [ii ACO Cl 01:LSTE CJ REVISE 2DO / Pase 7of44 I. FACILITY INFORMATION BUSINESS NAME {Same as FACILITY NAME or OBA -Doi11a ausin~s As) 3 ACUSHNET COMPANY CHEMICAL J.CCATION 2111 CHl:MICAL LOCATION CONFIDENTIAL iaa 90 DAY HAZARDOUS WASTE STORAGE (SEE SITE MAP) li;PCRA) DYES ii NO 1 I 9 ill O I 5 I 1 i1~ 0 I 1 I 1 I O I 2 I ? I 1 I MAP:~~;~d . ,o~ j GRIDfl {11pt10m1I} 204 FACIL.ITY IP;; Not Used II, CHEMlCAL INFORMATION CHEMICAi-NAME 205 TRADE SECRET UYias ri!No 205 POLISHING WAST!= ii Sulljci;t ICI epCRA. rc:l'Or Ill lll&U'IIQ"'1$ COMMON NAM!: 20~ EHS• CJ Yes liN0 208 CAS# a,a •tr E!HS ts "Yea". all amounts l>elow must be in lbs. FIR~ coce HAZARD CLASSES 1Cal1"1a1a 11 l'l:Q111tea 11, cup,., Not Required by San Diego CoJJnty . ,mr I HAZARDOU::i MATE;R!AL. . CJ a. PU~E [:Jt,. MIXTURE !ilc. WASTE RADIOACTIVE Oves ·uaNQ i,2 I CURll=S 213 · 1YPE (Clli!ICI' one i1om on1yJ 211 ' PhYSICA'-STATE fil a SOL.ID Db. LIQUID [Jc. GAS 430 216 (Check one 11am on1YJ 214 LARGEST CONTAINER FE:O MAZAA0 CATEGOFilES liJa. FIRE CJ b REACTIVE DC. flRl:SSURE: RSL.EASE: Cld. ACUTE HEAL TH liJa CHRONIC HEALTri 216 (CnltCIC all ~ apply) AVEAAGSDAILYAMOUNT 217 I MAXIMUM DAIi .. V AMOUNT 2111 ANNUAL WASTE AMQIJNT 219 STATE WASTE CODE 220 610 1200 "1640 352 UNITS" Da. GAU.CNS Cl b. cuarc Fe~ [i c:. POUNDS CJd. TONS 221 ' OA'fS ON SITS: 222 (Clleek one il8m on111> • 1r El'tS, am0I1n1 m1.1at be in 001.101111. 366 STORAGE CJa.ABOVE GROUNDTANK c:J e. PLASTICINCNMfiTAl.l.lC DRUM C:Ji. FIBER DRUM CJ rn GI.ASS 80'li1,.E Oq.AAU.CAR CONTAINER {J b. UNDE~GROUND TANK Dr CAN CJJ.BAG Cln P1-AST1C som1: Dr. OTHl=R C)c:. TANI< INSIDE BUll,.0U~G Cl 11. cA~aoy CJ~ BOJt Do. 'TOTE: BIN iJ cf STEEL DRUM Cl11.s11.o 0 I. C'IL.INt>iR Cl p. TANK WAGON 223 STORAG!! PRl;$SURE [ii a. AMQIENT Qi, ABOVl=AM$1ENT DC. BEi.OW AMBIENT 224 STORAGETEMPEAATIJRS fll &. AMBIENT CJ ti. ABO\/~ AMelENT Cf c. BEi.OW AM131ENT D ct CRYoGSNIC Z!S %WT HAZARDOUS COMPONENT (For mlxtUre or waste cnly) 1:HS CAS# 1 95-100 226 Catton buffing wheel ~ IJYes fE]ND 2211 2211 2 0-5 230 Carbon Steel wifh Lead 2:J1 CJYes @No Z32 m 3 234 235 ClYes CJN0 231l 237 4 23lf m CJyes ClNo 240 241 5 242 243 CJYes CJN0 244 245 ADCITIONAL J,.OCALt.. Y COU.ECTEO INFORMATION 246 -- OEH: HM ... 952 (Rev 1171D2) Cai,n~ of San Oiego Depanmanc of l:11vironmenta1 Heallh SijP-20·0~, 05:20AM FROM-ACUSHNET 7609304473 T-634 P.15/28 F-780 SAN DIEGO COUNTY • Department of Environmental Health -CUPA Hazardous Materlals Division _L/_J.I_I_RJ_ P.O. Box 129261, San Diego, CA 92112 .. 92&1 Pate Submittea (619) 338-2222 FAX {619) 338·2377 1 ·800-253.9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION fClft8 ~ .,. 1111renat Dar llwldina or lll'INII f,iI ADD CJ DEt.ETE C]Rl!MSE 200 I Page9of44 I. FACILITY INFORMATION BUSINESS NAME (Same a& FACILITY NAME er OBA-Doing Business As) 3 ACUSHNET COMPANY CHEMICAL. LOCATION 201 Ctf5MICAL LOCATION CONFIDENTIAL 202 90 DAY HAZARDOUS WASTE STORAGE ,see SITE MAP) (1:PCRA ) CJ YES liJ NO 1 j e ill o I s j 1 II o j 1 j 1. j o j 2 / 2 j 1 I ~~~~;~ ;!0:1 I GRIC>t# (11$1111;11'11111 204 FACIUTYIC# Not Used II, CHEMICAL INFORMATION CHl:MICAL NAME 205 TRADE SECRET 1-J Yes Ii No .106 TITANIUM SLUDGE 1r SllliJm 1C1 iPCRA. 1111111' 1; r/lSfl'UC!cana COMMON NAME 2111 Et-fS• [J Yes IDNa 20ll CASfJ 209 •If EHS IS -Yest", all amounts below musi tie in lr>s. FIRE'COOE HAZARD CLASSES 1Corrlile10 if requ1111C111Y CUPAl. Not_ Required by San Diego County 210 ~RClQUS MATEFllAL CJ a. PURI: CJ b. MtXTIJAS RAPIOACTrJE Che, [ZNQ . 212 I C:URJES 213 TYPE l~ 011e iiem 011ly~ lisle.WASTE 21, PMYSICAI. STAT!: 215 I tCnec:k one 1lfi1m only) DsJ a SOLID D ti. 1.1cu10 C)c GAS 214 LARGEST CONTAINER 610 I I I FED f'!AZARD CATEGORIES 21& I (Check all inas appM Cl a, FIRE DD REACTIVE! CJ c. PRl:SSURE R&\J:ASS liJo. ACUTI;~TH rJ&1. CHRONIC HEAL TH AVERAGe DAIL'\' AMOUNT 2171 MAXIMUM PAILY AMOUNT 218 ANNµAL WASTE; M10UNT 21:1 STATE WASTE CODE ~ 600 810 1190 491 UNITS• Oa. GAl.1-0NS Ob. CIJBIC FEST l'.i i;. POUNDS Oa TONS ~, I DAYS ON SITE: 222 tcneCK one 1tsm cni,> • If EHS. amQ11n1 m1JS1 be in po11nds. 365 STORAGE Cl a. ASOVE GROUND TANK Oe. PLASTIC/NONMETALLIC DRUM Oi. FIBER PRUM CJm.a.ASS&OTrLI: CJq RAIi.CAR CONTAINeR CJ 11. UNDERGROUND TANI( C]r CAN CIJ BAG D n. Pl.AS'T1C some Dr. OTHER CJ c. TANK INSIDE BUILDING CJg.CARS01 Q1tBOX IJ o. TOTE BIN licJ &J, STa!I. CRUM Cln.SILO CJ,. cYUNDER [Jp. TANKWAGON w STORAGE PRESSURE · ~ a. AMBIENT CJD, Al3CVE AMSIENT 0 c. Bl=t.OW AMSIENT 224 STORAGE TEMPERATURE [ii a. AMBIENT [J b. ABOVE AMBIENT 0 c .. BELOW AMBIENT CJ4. CRYOGENIC ~ %WT HAZARDOUS COMPONENT (For mixture or waste only) EHS CASIJ 1 3<1-40 22G Water 227 C]Ves 18}No 2211 229 2 40-50 230 Graphite 231 CJ Yes fgJ No ~ 233 3 20-30 234 P0lishln9 wheel 236 CIYes liJNo 236 237 4 238 Tltani1,1m alloy particles 2:li Dves tlNP 240 ~41 5 20-30 242 Abrasive dust 24'3 Oves DNo. 244 245 ADDITIONAL LOCALLY COLI..ECT1i0 INFORMATION 248 -- · OSH: HM -882 (Rev 07J02J County of San D,ego Depantnt!nc gf Envircnmenral liealth SEP-20-05 05:20AU FROM-ACUSHNET J • l 7609304473 T-634 P.16/28 F-780 SAN DIEGO COUNTY • Department of Environmental Health -CUPA Hazardous Materials Division __J_/_J!_IJJL_ P.O. Bax 129261, San Diego, CA 92112-9261 Date Submitted {619) 331-2222 FAX (&19) 338-2377 1-800-253-9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION tone n:,,.. .,.,. m;:,lanal i,er 12~111na or 11re:,1 [&I. ACD D OEL.ETE CJ REVISE 2110 I Page 11 of44 I. FACILITY INFORMATION BUSINESS NAME (Same as FACILITY NAM!a 01' OBA-Dains Bl.lsiness As) 3 ACUSHNET COMPANY CHEMICAL LOCATION 201 CHEMl~AL LOCATION CONFIDENTIAL 2Cl2 90 DAY HAZARDOUS WASTE STORAGE lSEE SITE MAPl (EPCRA ) CJ YES I! NO , J s f *TH o I s l 1 a o 11 I , I o ! 2 12 l MA~1cp11011a1> 203 1 GRIO. (~tJ 204 rACIU'IY IC P Nor Usatt Not Used II. CHEMICAL INFORMATION CHEMICAL NAMS Zo6 TRADE SECREl LJYes II ND 20ll USED BELTS If S1111J111:1 Ill EPCAA, refcr1otlllll~ COMMON NAME if)7 1:HS• Cl Yes Iii Na 208 Lil\Sff 209 "If EHS I:; "'I~~. "I amoL1nts ttercw mus~ be in lb$. Fl~E COPE HAZARD CLASSES l~ttr1q111rcc1 IIJ aJPA> Not Required by San Diego County a,11 HAZARDOUS MATERIAL CJ a. PURI: CJ D. MIXTURE [&lc:.WASTE RA010Acnve CIYes lllNa 212 I CURIES 213 TYPE (Chee:!\ onu ,iem onl1J · a11 PHVSICAI. STAT!: (i ii SOL.10 CJ ti. LIQUID ·240 215 (cn!ICk one ,ram on11) CJc.GAS 214 1.ARGEST CONTAINER FED HAZARD CATEGORISS 0 e. FIRE CJD. Rl:ACTIVE 0 c. PRl:SSURE RELEAS! Do ACuTE HEAL.TH liJe. CHRONIC l':fEALTH 215 (CflEd all 111.at appl~I A"EFtAGE PAlt,Y AMOUNT 2171 MAXIMUM DAILY AMOUNT 3111 ANNUALWASTEM10UNT 218 STATE!WASTE CODE· 220 iUQ 660 2190 181 UNITS" Da. GAU.CNS CJ b CI.IBIC FEET Ill C. POUNDS Cid. TONS 22, ' DAYS ON SITE;: Im lCfleCk one illlm arm,> • ,r el'IS, ama1,1n1 mim be In pounds. 365 STORAGE C]a ABOVE GROUNDTMK CJ a Pl,ASTICJNONMETAI.I.IC DRUM Cli. Fll!IER DRUM CJm. GI.ASS Barn.E CJq. RAIL CAR CONTAINiiR CJD UNDERGROUND TANK ClrCAN Oj.BAG CJ n PLASTIC aom.e Cir. OTHl!R tJc. TANI< IFiSIOE BUILDING 0u.CARB0Y [Jt..EIOX [Jo. TOTE: BIN 6'Jo. STEELDRUM CJl'l StLO CJ I. CYI.INDER CJ p. TANI( WAGON 223 STORAGE PRESSURE Ii a. AMBIENT CJD. ABOVE AM8JSNT CJ c. BELOW AMBIENT 226 STORAGE TEMPEAATLIRE (ila AMBIENT Db. AElOVE AMBIENT 0 e. 131:t,.OW AMSll;NT (Jd. CRYOGENIC 225 '%Wi HAZARDOUS COMPONENT (For mixture or waste only) EtiS CAS# 1 98-100 228 Grinding beltS 227 CJYes l!)No 228 229 2 1-10 2:SO Dirr 231 [JYes Iii No 232 233 3 0.1•1 234 Lead 235 Ons lilNo ffl 237 4 z:ia 238 CIYes DNo z..o 2,n 5 2'2 243 0Yes 0Na 244 245. ADDITIONAL LOCAL\. Y COLLECTED INFORMATION 24G ---- OEH: HM -952 (Re~ 07JQ2) County of San Diego Oepartment cf Environmemal Health SEP-20-05 05:ZOAM FROM-ACUSHNET ' ., 7609304473 T-634 P.17/28 F-780 SAN DIEGO COUNTY • Department Df Environmental Health -CUPA Haz.-rdous Macarlals Division _J_/_l§_/.J!!_ P.O. Bax 129261, San Diego, CA 92112•9261 Date Submlned (G19) 338•2222 F/.X (619) 338•2377 - 1-S00-253.fJ933 HAZARDOUS MATERIAI..S INVENTORY -CHEMICAL DESCRIPTION rans ""RB aar 11i11l!MI !lell"MIIIRa lll'ill'Dll mJ ADD CJ PEI-ETE CJ ReVIS~ 200 I Page 1Saf44 I. FACILITY INFORMATION 8USINl:$S NAME (Same as FACII.ITY NAME or IJBA-Doing Business· AsJ 3 ACUSHNET COMPANY CHEMICAi. LOCATION 20, CHEMICAL LOCATlON CONFIDE:NTIAL 202 90 DAY HAZARCOUS WASTE STORAGE ISEE SITE MAP) . (EPCRA) 0 VES Ill NO 1jef!aofsf 1 (i~ol1 j1 jo/2f2 , I MAP# ,~;nlll, 2~ I GRIC# (QP!IOl'IIII) 2Q4 FACII-ITV' 101' Not Used Not Used II. CHEMICAL INFORMATION CHEMICAl-NAME -TRADE SECRET LJY~s II No ~ WATER W /TRACE OF OIL If Sllllpe:l lG EpCRA, rm, 10 11181/111111GM COMMON NAME 207 EHS• Cl Yes l1il No 208 CASf ace •If SHS Is "'Yes", all ;1mounts below muat be ln-11:15. FIR!: CODI: HAZARP CI-ASSe5 icomp111e if n:q,,,rea 11Y CUPAJ Not Required by San Diego Count)t !!10 t1A2ARPCIJS MATERIAL CJ a. PIJRI= CJ J:>, Ml.l<TI.IRE [i'Jc WAST& RAC>IQACTJ\li Ov11s. ti1No 212 I CLIRIES 2.13 T\'.PE tCheek one iJ8tn .lllhf) 211 PHYSICAL. STATe CJ a. SOLID CiJ b LICLIID Cle GAS 430 2111 (Cneck one iiem only) 214 I.AAGE'STCONTAIN!R FED HAZARD CATEGORIES Do. FIRE CJ b REACTl\11: CJ c. PRESSURE Rl5L.EASE fild, ACUTE 11E!AL. TH 216 (Cne~ an wt 11pplY) li'Je. CHRONIC l11:ALTH AVERAGEPA~YAMCUNT 2171 MAXIMUM DAILY AMOUNT 211 ANNUAL WASTE AMOIR'{f 21'1 STATE WASTE COC,E 220 430 490 . 430 lJNITS• Oa. GALLONS CJ D cua1c FEl:T Cic. P0iJN0S Oa TONS 221 I PAYS ON SITE: m ,cneck cno item onllr) • 1r E:1'4S amoi.rni mu&1 rao in pounds. 119 STORAGE CJ a. ABOVE GROUND TANI( Oe. PLASTICJN0NMJ:rAU.IC CIFlUM DI. FIBER DRUM Om GLASS BOTTLE CJq. RAIi,. CAR CONTAINER I CJD,UNDERGROLINCITAIII~ Cff.CAN DJ.SAG Cir,. Pl.ASTie BOTTLE CJ,. OTHeR L'Jc. TANK INSIPf! BUii.DiNG (jg CARIIOY tJic.BO>t IJo. TOTEBIN licJa. STEEi-PRUM DfLSIL0 CJ1. CYLINDER Op. TANJ<WAOON w STORAGE PRFSSURE (ii a. AMBIENT CJ1>. ASOVEAMBIENT CJ c. EISI.OW AMIISNT 226 sTPRAGE 1EMP~TIJRE (i1 AMBIENT Db,. APOVE AMBIENT Cl c. l:IE!L.OW AMSISNT Cid. CRYOGENIC :a25 %WT HAZARDOUS COMPONSNT (For mixture or w~ste only) EHS CAS# 1 Varies. 22G Water m QYes l!)No m a29 2 Varies 230 Trace amounts e>f oil 231 [JYes li)No 232 233 a 2S4 2:55 CJYes 0No 236 237 4 2311 239 CJves CINo 240 241 5 24l 243 ClYes DNo 244 245- ADDITIONAL LOCAi.i. Y COt.LECTED INFORMATION 240 - PEti: HM -9S2 (Rev 07/02) CQ1,1nty of San Diego . Pepanmeni or environmental Healltl S~P-20·06 06:20AM FROM-ACUSHNET 7609304473 T-634 P.18/28 F-780 SAN DIEGO COUNTY • Department of Environmental Health -CUPA HazardaL.1$ Materials Division 7 / 28 I as P.O. BaJt 1292&1, San Diego, CA 92112-9261 ---j Oate S1.1bminecs (619) 338-2222 FAX (619) 338•2377 1 •B00-253-9933 · HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION !Q11C"""" !llll'll1ill8llill -111u1c1,nci o, areai [ii ADO 0 OEl.ETE CJ REVIS!: 200 I Page15af44 I. FACILITY INFORMATION SUSINE$S NAME (Same as FACILITY NAME at OBA-Doing Business As) 3 ACUSHNET COMPANY CHEMICAL LOCATION 201 CHEMICAL LOCATION CONFIOl:NllAL .102 90 DAY HAZARDOUS WASTE STORAGE CSEE SITE MAP} (EPCRA) Cl VfS IBI NO 1. f e lfil o j s j 1 • o j 1 j 1 I o j 2 I 2 1 I MAPI (opl!llnal) m j GRID1f(11p11011B11 204 FACILITY It> iF Not Used Nat Used II. CHEMICA'-INFORMATION CHl:MICAL. NAME 20$ TRAOESECR~ UYe:i IBNo 2ll8 OIL&WATER. lrSi&ljll:l111EPCIU.teflill'IOI~ COMMON NAME 201 EHS• CJ Yes Iii No 2011 CASi 2011 •If EHS la "Vu", all amounts belQIN musr De in lbS. FIR!: COCIE HAZARD Cl.ASSES l'Cotllltlic ,r '*lflO bf CUPAJ Ne>I Required by San Diego County 21'1 HAZARDOUS MATERIAL Da. Pl.IRE Cl b. MIXTURE !Ee. WASTE RADIOACTIVE CJYB$ IJINo :2,2 I 213 TYPE (Cllec:11. ane item only) 2,1 CURIES PtiYSICA&. ~lATE CJ a. S0'-ID [i b. LICUJD Qc.GAS 480 215 (Check Clll8 ileln cint,J 21• I.ARGeST CONTAINER FED~~ CATl:{DCRISS CJ a. FIRe Cb. REACTIVE 0 c:. P~ESSURI: RELEASE fila. ACUTE HEAi.TH 21G ((:heck aa inau1pplY) liJo. CHRONIC HEAL iH AVERAGE DAII.Y AMOUNT aw I MAXIMUM DAU. Y AMOUNT 218 ANNUAL INA5Ti AMOIJNT 219 STATE WAS11S CCJD1: ~ 4An 480 480 221 UNITS• Cla. GAU.CNS D t>. CUBIC FEl:T Cic:. POUNDS 0a TONS 221 J DAYS ON SITE: 222 IQlacl\ one item only) • If BHS, amcuni must De in aaunas. •. 12 STORAGE .CJa.ASOVS GROUNDTANK CJ a. PL.ASTICINONMETALLIC DRUM 01. FIBER PRLIM Om. GLASS some IJq. AAIL CAR CONTAINER tJt,.. LiNPEFlGROUND TN!K C]r.CAN DJ SAG On. PLASTICeom.e CJ,. OTHER C] c:. TANI< INSIDE BUILDING [Jg.CARBOY CJic. BOA C]o. TOTEBIN \ii a STEE=L PRI.IM CJn.SJLO DI. CYLINDl:R . fJ p. TANI< WAGON 223 STORAGE PRESSl/RE ['ii a AMEll&NT Db. AaOVS AMBIENT 0 c. aELOW AMBIENT 224 STCRAG! TI!MFIERATURE (ma. AMBU:NT Cl D. ABCM: AMBIENT CJ e. aa.ow AMBIENT CJd, CRYOGENIC 225 %WT HAZARDOUS COMPONENT (For mixture or waste only) . EHS CAS~ 1 Varies 22& WaTBr 227 CJYes l8)No 228 229 2 Varies 231 o;i 231 CIYes [if No 232 233 3 234 235 ClYaa DNo 238 :237 4 2311 2311 ClYes ClNo 240 241 ~ 242 243 0Yes QN0 244 245 ADDITIONAL LOCAU. Y COLL.ECTSD INFORMATION 24G - DSH: HM-952 (Rev 07102) CounlY cf San Diego Deparrmeor cf Environmental Heallh SEP-20-05 05:ZOAM FROM-ACUSHNET ' ,, 7609304473 T-634 P. 19/28 F-780 SAN DIEGO COUNTY • Department of Environmental Health -CUPA Hazardous Materials Division _J....I.....W..!1.L P.O. Box 129261, San Diego, CA 92112•9261 Date Submitted (619) 338-2222 FAX (619) 338-2377 1 •800-253-9933 HAZARDOUS MATERIALS INVENTORY -CHEMICAL DESCRIPTION 1one ,,_ m, ~-DullClina ar area1 !ii ADD 0 DELETE OREVtSE 2001 Page 11ar44 I, FACILITY INFORMATION eusu~ess NAME (Same as FACILITY NAME ar DaA-Dalng l!IJS!ness AS) 3 ACUSHNET COMPANY CHEMICAL LOCATION 201 CHEMICAL LOCATION CONFIOEi:NTIAL 202 HM STORAGE SHED CSl:e SITE MAP (EPCAAJ CJ YES ml NO 1jgf .. jo/5j1 oj1!1foj2j2 1 I MAPJ, (qx,o,Jal) 2031 GRID# (QllloClll8ll 204 FACILITY ID# . Not Used Not Used II. CHEMICAL INFORMATION CHEMICAL NAME 20:i TRADE SE;CRl:T .WYB8 l!INo 211& EXXSOL II Sllll!CQ to EF'CRA, r1lfar Ill ina&I\IClllllll COMMON NAM!= 207 eHS• CJ Yes l!INo ;!08 CASJJ 209 •1f l=HS is "'Yo~~. en amaun= below must ge in I~ FIRE cooa H~C> CLASSE:S !~c:lt:lfrequl1911 D,·CUPA) Not Required by S~n Diego C01.mty 210 HAZARCIClJS MATERIAL D a. PURE ti! D, MIXTURE! RAPIOACTl\tl: O"tes !ENo 2,2 I CURIES 213 TYPE (Cl\aclt one Item ailltJ CJc. WASTE a,, PHYSICAL STATE 215 (Cneek ana item anM CJ a SOI-IP [ii ti, LIQUID Cle.GAS 21, I.ARGl:ST CONTAINER 55 F=ll HNARP CATEGORIES &la. FIRE Oti. REACTIVE liJ c PRESSURI: RELEASE liJo. ACUTE HEAL TH 216 (Ohs«* all lhaJ applJ) De. CHRONIC HliAI.TH AVERAGE DAILY AMOUNT m I MAXIMUM DAILY AMOUNT 218 ANNIJAL WASTE AMOUNT 219 STAT!: WASTE CODE 220 170 330 UNITS" £il11 GAU.CNS tJ b. CUSIC FEET 1J c, POUNDS 0d. TONS 221 I PAYS ON SITE: m tCtw:ck one iiam onM • If EHS. ama,mt must bo in DDllndS. 365 STORAGE CJ a ~OVE GROUND TANI< CJe PLASTJCJNONMSTAI..I.IC DRUM CJ, . FIBER DRUM CJm. GI.ASS BOTTLE C]q. RAIL CAR CONTAINER CJ I>, UNDERGROI.IND TANI< Or.CAN CIJ BAG D n. PLASTIC aome CJr. OTHER C)c. TANI< INSICJE f3Utl-DING CJg. CARBOY t}k eox CJ o. TOTE BIN 5'Jo. STEEL C~UM Clh.SIL.0 CJ I CYLINDER CJ p TANI< WAGON 223 I STORAGE PRt:SSUFU: Jj)a AMBIENT Clb. A80\IE AMBIENT CJ c:. BEi-CW AMBIENT 224 STOAAGET!=MPERATURE £111 AMBIENT CJD. ABOVE AMBll:Nf CJ c. BELOW AAelENT [J d. CRYOGENIC 225 %WT HAZARDOUS COMPONENT (Far mlxturs or waste only) EH$ CAS# 1 100 22$ Petroleum (distillate), hydrotraated fight 227 QYes l!JNo 221 64742-47-8 229 2 2311 231 t}Yes t'JNo 232 233 3 2'4 235 Qvas CJNo m 237 4 231 239 Oves ClNo 240 241 5 lllf:t 24S tJves CINo 244 ~45 ADDITIONAL LOCALLY COLLECTED INFORMATION ji!IIQ DEH: HM -952 (Rev 07/02) eouniy of San CJego Ceparrment of Envlrcnmantal He111lth Cl CD ..... I IL CD ~ Cl "' D... -CW> co I I- CII> ---Cl CII> a:, Cl co - I-LU z: :c -::t ;f C> a:: IL :le <: "' ID Cl ID-_ c::, ~ I Cl "' I D... ~- N 0 r F 0 R p u a L I C D I s C L 0 s u R E TMClfAs aRos. cooR01NA1ES: 1n1. Pae uu. 011d GZ s,re MAP FOR LOKER FActurv (PAGE 1 oF 9) I omceuse ONLY BUSINESS NAME: ACUSHNEf CDMPANY DATE 7-21-2005 REVIEW!D In': ---- BUSINE1$ADDRESS: 2.ll!tLOKiRAVE..asl'CARLIBAD1CA .lli'CQD}::12111 M 3tl90J Da: @ NOTlOSCALE LIGHT INDUSTRIAL LIGHT INDUSTRtAL LEGEND • Materials Hsm11ing •• -Ptosierty Boundary • Walle storage -CUivert • Sb>rm Drain . _., Okedfon at A ~m«Ffaw v:, Propane Cylfnder Sta,age -~ W"v:1;."r,~ocatiun m ~1 VACANTLOT LIGHT INDUSTRIAL LIGHT INDUSTRIAL ! .. ... E 11 li ,!! .. ! 11 I LIGHT r INDUSTRIAL ~ I PAL.OMAR AIRPORT ROAD - LIGHT INDUSJRlAURESIDENTIAL L SEP-20·05 05:ZlAM FROM-ACUSHNET 7609304473 ' .. ""'"''' ,,,,,.,_,.,....,_,.=-~· ·---·-·-·-·-·--1 i T-634 P.21/28 F•780 !C> H f ( I : : I [ , I I I I I I I 3 i Ii .• ·-..... .:!. , ,::..:..;/'I • SIT& MAP ma LOKBR PACILIT" '~GI: l OP g) 'Tll0t.\lAS8ROI.COORDINA.TBS: 1997, Pap 1127,0ridGZ lffJIHNHSS NAME: ACUSHNEr COMPANY DAU:~ -~ ,~-~· j ~Ll J.. IORTH BIJSINJ'.88 ADDRl!'.SS: 2819 LOKER.AVE. Msr CARLSBAD, CA. ZIPCODI: ~ WetBlltaieawilb.SUlftlm:Add~~)adPl.'O(llmc:,lindi:a~)IIRllilaml01U110billteipdpml:al lllilldlbmopiruLllmbulldillg. '"\7~ ~ CD ~ ..... ..... D.. ...,. .., co t!.. .., ..... ...,. ...,. ~ ~ I 111 ® (j) © I® ®I 1-UJ = :c .,. ::::t ; .... :::e < ..... ID 0 m© '~ • JDJQ -·-· JD .-m ,[i)m l-1-1 pr~ :g i;. I LI I -. I 0 ..... I ~ 0~ '· moo -- (j) :1 .m mm • .Ji)m r=:,0 c:, ~I}) 6d v.t==t ~ bd ~.c;-d I I ~ Repairs D ~ ~ ~ oa ,r \,_. 0 •• 2 [Ip iffl 1b 0-fD m D/j \ DMSI 0 0 L.)11 D BP=::J~ [D oe=i~ o Qa~o ~ DD fu :;} I UJo ... c:a::s c::::J L.L..1 t::..:::t l I w:::t L:::...i L..Ci. 9 i !j Sj 51:fil ,....-.=,;.==1 m.a. •• ~ ~ .. ~cl=:!II ~ 11 1:11 •1 5 Map l • Used Sand Blast Orit (@) ,,mr· ~lone <~·0· ~) ~ Aerosol Paint Waste (@.@),@) Bmpty Resin Waste C@»@>> t."~ R~ with Acetone -~-(~.@.@) © Polis~ Waste (@.(!!!)) ~11 al \JORTH a, ~ .., IN D.. -.., c.a .,!.. -.... --c:, -CD C> c.a .... 1-UJ §§ <n :::, ~ :!; ~ IL :::i -< IN ID C> ID C> I C> IN ,L =· SlTEMAPfORLOKER.FAClLIT ·~CE40'9) THOMAS BROS. COORDINATES: 1997, Pap 117.7, Cirid 02 BIJSINBSS NAME? ACUSHNBTCOMPAl\lY DATl:7•22-05 DFl'ICBOSBONLY -~ lUMBWl!DBY: ____ _ DA'm: ____ _ 111JSINEll8 ADDRD!k 2819 LOKER AVE., EAST CARLSBAD. CA. ZIP CODE: 92008 Wet Bat1ais wil!hSulildc A;utcA~ udPrupaneqiinmn~) lftliRmdonlldileeqllpmeDl ued.ll!nnlgbutlbbum!iirg. ~~, \~ 'II' 0 '1: 0 M~, 0 0 61 t::=la -tlD> ~ e:=:r, E._'-:'jv, o.--- [ii .... .~ rf\ o= 7-{J 11' ·~ i 0 1 • ~ ~o 2 Ci;lll- i o@ !:i!@ ..... I I'-"' ~ IJ:!] Ill@ oll!I~ f;II • • l!B 8 1 I IS 8 Iii O ill <=;J''~----IL-c::i c:r<:...'"!J • Dust Collection Syslem. Map2 •llt~· ;)ne (~,<6). • fron Oust and Debris (@) ~11-Rags with Acetone :·· <@),@,@)> t1I Used.Bells <®> ~ Polishing Waste <@~@> ~li J. "ORTH CD s .... D.. ...,. -.., t!.. -..... ...,. ...,. C> -CD C> c.o ..... ..... UI ~ U> :::::, ~ 0::: IL ~ .... u, C> u, ... -C, I C> .... J... w -.,. . sm MAl' FOR LODlll'ACILlT "'AG& 5 0'9) TllOL\L\S BROS. COORDINATES: lCJ97. Pg1t m.71 Orld G2 BUSINlJSS NAME: ACIJSHNETCOMPANY DATI:~ "'lm OFFICE USBONLY llE.VIBWBDB~-----DATB: ____ _ BIJSINDS ADDRDSI 28l9 LOKmt AVB., l!ASTCARLS8AD. CA. ZIP CODE:92003 Wet.DltretieswilflSulfiiri.c AmcA~ll!d Pmpaneeytmdm ~~)an: linmdwlllllblJeeqaipmml usmllnwglmallbobmilding. ~~ ~I\{;,' i I ; ; ! I~ iefii1vs ~ -.- I I j 911~ I ! I I ; I I I ~--. ~ Ill 111 ll 17 .,e :g e ill l,JI IJl B.!I 8P • • r:i EI c:J c==n m'tt -~d =:Y Ii Gh ·-· ·-~ 0 11..0 18 I 1 1 I I MapJ $ ;)lle(~•0• q;~1 Rags wilh Acetone ~-c@~@w@) 9 UscdBells (@) ~~ J... \JDRTH -.... -ID .... D... ...,. CW> u, .!. CW> ..... ...,. ...,. ct CW> CD ct u, ..... 1-UI §§ rn ::, ~ ~ u.. ::E <C .... .... ID ct ID• . 'i" ct ..... d... Ul-u., BlTUIAP roa LOKl!lt FACIUT "ACE Ii OF9) THOMAS BROS. COORDINATl!S~ l9971 Vage l lZ7, Orid GZ BUSINESS Nk\'IE: ACtJSUNEIT COMPANY BDSINlfSSA.DDRESS: 2Bl9 LOKEltAVE.1 BA&TCARLSBAD,CA. l.11.'CODE:!M!Q!. omca USE ONLY Dt\ff: 7-'2.Z-OS l:fUfi90J 1UMRW1!D BY: ____ _ DAiE: ____ _ WetBllmoswithSlllllll'icAcidc4~-IDllPRJJ1911Ccylindem~~)iwmmmumllifeeqmpmmt USl!d~tbbuildisig. v~ '"v"v" YJA ... -. ·-. -·, I i Map4 Raw Materials oJGQ ot }O '\:,.U., \ \ ~1 ..L !ORTH CD tN ;:::: tN a.. -.t' .., <a .,!. .., .... -.t' -.t' c:, ..... CD c:, ..,. .... ..... IU = :c u, ::::, i a= LL ~ tN tN ID c:, C ID • • c:, I c:, tN • I ~-u, SITE MA.P l'OR IAJKD. FA.CILlT \CE 7 0179) TUOl\fAS BllOS. COORDINATll'S: 1997, Page ll171 <hid G2 BUSINBSS NA.MB; AC~HNETCOMPANY DATE:H!:!l! OPFICE 09EONLY' ID.1§'!!1 REVIJ!WED BY: ____ _ DATE: ____ _ BUSINESS ADDRDS: 2819 LOKER. A VE.. EAST CARLSBAD. CA. m CODI=~ WetBaltaicllwilhSullulwAc:id~~-Pmpanecy!imfem~)ai.,:rcmadonmallillleq1llpmeDI uaedlluoqhouUbba!Jding. :-e:)'~ ~ D D D B LLJ LI] l ff a tr !IWl'IIHf'ISI~ I 1111m t -1 ..... I l =--- 0 1=---1 ra -• -rm unr-, rm mt a,@~~ ~~ \ u.u , ~ I • 0 lil 1:::;1o bdtl mr IIJ' z11 09I (1841 [] ~@@® DBI[ IEelQ rn DJJ d~ ........ lc::x;;~ ei ... r==:-::--1 I.®--\ bd> -~,.r:;;--=:::111:111-..-1:111 ·t~~ ,s-....... , • • II YI@. ~ ~ ~@!i ~ ij_)A ; 1-1-1 0E;;J 0~ __ "'::j ·e::J ~DOD~ ~[D(CI I J ~ Maps • Acetome(~ .. (e>~ ~) ~ Rags wilh Acetone . (@),@,@) 8 Used BellS (@) @ PolisbinA Waste (@).~) I~ ~1 .L ORTH <D ~ u, NI D.. ...,. CW> u, .,!.. ..,. ---...,. c::t CW> CD c::t u, -- 1-UI = ::c rn :::t ; LL ~ NI NI ..... c::t an ·~ c::t -I c::t ~. D.. :.,/ UJ -, rn I I srn: MAH'OR LOKlllll'Acn.rr \GE I on t THOMAS BROS..COORDINA'O!S: 1997, l'sp 11271 0ml OZ BU81NESS NAME: ACUSHNKI' COMPANY DA.Tl:~ II#~ omca useom.v 1UMBWDDB~-----DA1'E: ____ _ II/SINl!SS ADDRDS: 211l9 LOKER AVK. RASTCABLSIIAD. CA. ZIP coo•~ Wet Balrnii:s wilh lmlfilrie Acid,A_~ llld PtofmoCJlmdns~) 111! NdOllma'1loeqol(llllllll llll!dUuuuglmaltbbullding. "'7'~ "'v'1'v' -- _o[JIO D 8 \liijlm 11 --a II IIL IIL llh r.1 r.1 IRII ·-I l!l l!l l!l MS MS MS MS ' tit ,_, 1111 E::I 1:1:l'!f ,~ B P:l ~II i;;;,:r D D r.1 D IJG -:_ fi' Ii] Ii] I .~~~rn ffii ·-· r;;JEJ el @II • ercl 01!-J titr.cl @l:;'J i o:ij D ct¼ii l!.lga a q;p g B ~ B -fl '1'11111 tE:J l½Ji cl l:rl III l:dl. bi,. ... ~ , 0 A Pl r=B· R J:11 4 •& & n a:::11 m ltll 11 11 • Grmitrng .... Map6 • Abraiive Blasting Sand Oril(@)) ·®'> ~e(~.~. ~) • UscdBetls (@) @ Polilhi~ Waste (@:.~}) f:.: ~ Rags· with Acetone ~-(@,@,®> .,~ (~ Flmmnable U~id. Waa&e(@,~. @) SEP-20-06 06:22AM ' .. ~., . FROM-ACUSHNET V 7609304473 T-634 P.28/28 F-780 ~~ • i II ~ KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE, NEWPORT BEACH, CA 92660 (949) 263-1308 FAX (949) 263-1310 PLAN CHECK CORRECTIONS ACUSHNET-LOKER ADDITION 2819 LOKER STREET CARLSBAD, CA KL T JOB NO.: 05038 Willdan Plan Check No.: 05-3262 Dated: October 4, 2005 STRUCTURAL COMMENTS: RESPONSE 2 Items requiring special inspection has been marked on supplied Special Inspection Program. Architect to submit Special Inspection Program. 3 Architect to submit soil report. 4 Please find attached 1 and 2 for the foundation review letter from the soil engineer. 5 Please see added note #6 under FOUNDATION on sheet S-1. 6 The 36 kips to the braced frame is correct. There are adequate number of braced frames in this tenant improvement and therefore, the lateral load to e~ch frame is minimal. 7 Please see attached calculati0;1 page·, sr1d new detail 2~/SD-1. 8 The pad footing designed to support FB-1 are adequate. Please see attached page 4 for calculation. A minimum c,-f 3.36 feet quare footing is required. 9 FB-2 has been revised to W24x55 to reflection the calculation. Please see revised drawing. 1 O FB-4 is supported by FB-5 and on a new column on the existing continuous footing. Please see attached page 5 for check of existing foot_ing for new load. 11 The detail reference between FB4 and FBS is 8/SD-2. The 8-1" diameter machine bolts are more than adequate. Please see attached page 4 for calculation. 12 13 Detail 6/SD-2 is typical for all new steel beams to the existing concrete wall. The maximum beam reaction occurs at FB-5, 35.8 kips. The shear capacity of 3/4" diameter threaded rod in epoxy is 4.36 kips. Therefore, 10 threaded rod is more than adequate at this location. A 6A/SD-2 is referenced for this condition. Plec-13e see plan and revised detail. The next highest beam reaction load occurs at the W16x26 between line 4 and 5, 11.6 kips. Therefore, 8 threaded rod is adequate. The maximum column load occurs at FB-5, 57.6 kips. Please see pages 6 to 8 for calculation of the column and base plate. ~ I I 14 15 16 17 Please see attached pages 9 to 14 for calculation of all other pad footings not covered in original submittal. Also see response to PC #8 for pad M2. Please see attached pages 19 to 42 for calculation of all other mezzanine floor beams not covered in· original submittal. There are beams not designed since by observation, a similar beam design with a heavier loading is used. For example, a W16x26 is used for the beam between FB-9 and gridline 5. Please see attached pages 15 to 18 for calculation of the floor joist. The design of the catwalk is adequate. Please see response to comment 14 for calculation of pad M7 and response to comment 15 for calculatior of FB-15 and FB-16. ·1011si2005 16:39 949-263-1310 KLT ENGINEERS B584859101 PAGE 02 T-5~9 P,002/003 F•840 l . ' Oct-17·2005 01 :2Dpm From~san Dle10 Office lntsricrs Leighton Consulting, Inc . .11, LEl~HTON GROUP COMPANY To: Attention: Subject: October 10~ 2005 San Diego Ofiice Interiors 4863 Shawline Street, Suite A San Diego~ California 92111 M:r. Pen Dreesen P.roji,ct No. 600762-001 Review of Fou:o.dation Plans, "Proposed A.cu~b.net T,or,X<:er ·Ad~iti.on, 2819 Loker .-· · · A"enue East, Carlsbad, Califomla (Csrlsbad Tract No. 74~21) Rr=fere.1Jce: Leighton Com,uJting., lnc. 200,k Geot.echnics! Update Reptn;.: Interior· ;fenam · · Improvement~ 2819 LokerAv.enue East-; Carls~ad. ~alifomia ,:Carlsbad Tract No, 110 ••• 14-21),.ProjeciNo. 600762-001,~ted F¢bruary 16,2005 · · · ··:. :: I.dghton :a:od Associates, T110.. ·1996, .Geotechilicsl Invenigalion, Propascl'!, , · · O:ffict11Manufac(urlr,gf\V.a't'ehouse .Fa~ilizy, Carlsbad Oaks East, lots .23 and· iZ8, !1 : ·'··-· Nmr.hea.sI CcnT.1er uf. El r·uerte Street and Palomar Ajrpo1t Road, Carl<sbml; · , .. ·:·· California, Pr~~e,ctNo. 4960196-001. dated August 2. 1996. . :· ·. KLT Consulting.Structural Engineers, 2005. Foundation Plaru1, Acushnet Leeker . Addition, Sh~s S-1. S-2, S-4, and SD-1, Job No. 05038~ d.21ted September 15~. 2005 . In accordance wjth your l'equest, we have reviewed the foundation plans for tl e proposed interior tenant improvements located at 2819 Loker Avenue East~ in Carlsbad, Califoru,a (Carlsbad Tract No. 74-21) prepared by KLT Consultiug Structural Engineers, dated Septea..ber 15, 2005. Our review was perfornied to identify potential con-tlicts 'With the inte1'lt of the refei enccd geotechnical docume1lts-Based OB our reviewt we are of the opinion that the plans were : ,re pared in general conf'ormanc~ with the intent of the geotechnical documents. The referenced .fi•undation plans are considered suitable for construction from a geotechnical point 0£ vie"'· as long as the recommendations of our referenced docw:ne.nts are incorporated du.ring construe1 ion. 3934 Murphy Canyon Road, Suite s2m i • Sar1 Oiegoi CA 92123-44:25 858.292.aoao • Fax858.292.0771 • www.leighf.onconsulting.com ~ .. ' ~, Oct-17-2005 01 ;20pm From-San [l:eao Otf1ce Interiors 8584959101 T-529 P.003/003 F-840 600762-001 If you have any questions regarding our letter, please contact this office. We appreciate this opporrunity to be of service. Distribution: (4) Addressee Respectfi.tlly submitted, LEIGHTON CONSULTING, INC. William D. Olson, RCE 45283 Senior Project Engineer (1) KLT Consulting Struc:tural Engineers, Attention: Mr. Francis Lo -2-Leighton \__ .. '" ... ~. •' KLT CONSULTING STRUCTURAL ENGINEERS 3430 hvlne Avenue, Newport Beach, CA 92660 Tel: (949) 263-1308 Fax: (949) 263-1310 PROJECT ________________ DATE _____ SHEET 3 OF __ SUBJECT _fl--'t,,'---4f-_1 ______________ CALC, BY _____ JOB _____ _ r~ 1,U 1v ? .., ~A' 1/z X // 1'1-ltf XO,!~~ I 6 1e--l ~~t¥J· ~ tJ.~1-; ~ull-I &)v:;:. e>~ 8 1v b~ cf-l~x 7 I Av'v ?~ s,l1/1x. ~&11 t:?f Fl~ Mi~ ~vi C~) C?iLJ1. p-16/ . lAhl:S rt, . ~ J:3 12, I I ?-7 r?--I PROJECT At--W:7H bJG( SUBJECT ev ~ g t, i I KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel: (949) 263-1308 Fax: (949) 263-1310 DA'i'G ____ SHEET If: OF __ CALC. BY ____ JOB t:?/?t'?& po#~ r?i~ f'P~ fP?~ l r~ tJ, i' (..e JI/ Ch/:% "'~ Pl n-/t< L, "7 l,I ~. r ti :j/: I -tir I r;;) !? ::; )1:,{R ,v ~. ~. ~ t, I r! lf.J' I( ~tl "-t. {_P ~ /' w / I/ ~41' lj? WJf.1614 1§4Fb ~ti-k~ ?/~ L KLT CONSUL TING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel: (949) 263-1308 Fax: (949) 263-1310 PROJECT--~--------------DATE _____ SHEET 2 OF __ SUBJECT _fo..___1_......, o'---------------CALC. BY _____ JOB------ L... {/!,,,c/' piivv11;,~r7 · c 19) (/ !-t \.. , tr,, pr F ,"61 l.$ ,e'v KL T'CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Dsgnr: Description : Scope: Job# Date: . 4:27PM, 17 OCT 05 l, Rev: 510300 User KW-0604033, VerS.1.3, 22-Jun-1999, Wln32 (c) 1983-99 ENERCALC ---5-te_e_l_C_o_lu_m_n_B_a_s_e_P_la_t_e ____________ P_a-ge-,,--· Description P.C. 13: ACUSHNET: BASE PLATE DESIGN ,-------------------------------------------··---· •• ·-I General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width Summary Concrete Bearing Stress Actual Bearing Stress Allow per ACI 10.15 Allow per AISC J9 Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable 57.60 k 0.00 k-ft 12.000 in 12.000 in 0.62Sin 14.000 in 14.000 in Thickness OK 400.0 psi 2,082.5 psi 1,629.3 psi Bearing Stress OK 33,491.7 psi 35,910.0 psi Bolt Tension OK 0.000k 5.500 k Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses Concrete fc Base Plate Fy Load Duration Factor Anchor Bolt Data Dist. from Plate Edge Bolt Count per Side Tensio,:i Capacity Bolt Area TS5x5x5/16 5.000 in 5.000 in 0.313 in 0.313 in 3,000.0 psi 36.00 ksi 1.330 1.500 in 2 5.500 k 0.441 in2 Baseplate OK Full Bearing : No Bolt Tension KLT CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Dsgnr: Description : Scope: Job# Date: 4:28PM, 17 OCT 05 Rev: 510300 User: KW-0604033, Ver 5.1.3, 22.Jun-1999, Win32 (c) 1983-99 ENERCALC Steel Column Page /f' Description PC 13: ACUSHNET: COLUMN DESIGN ! General Information Steel Section Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements I TS5X5X5/16 Column Height 14.000 ft End Fixity Pin-Pin Live & Short Term Loads Combined Fy 46.00 ksi X-X Sidesway : Restrained Duration Factor 1.330 Y-Y Sidesway: Restrained Elastic Modulus X-X Unbraced Y-Y Unbraced 29,000.00 ksi 14.000 ft 14.000 ft Kxx Kyy 1.000 1.000 I Loads ··----_.,. _______________ _ ----··-----. -' Axial Load ... Dead Load Live Load Short Term Load Summary 57.00 k k k Section: TS5X5X5/16, Height= 14.00ft, Axial Loads: Unbraced Lengths: X-X = 14.00ft, Y-Y = 14.00ft Combined Stress Ratios AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 -3 XX Axis : Fa calc'd per 1.5-1, K*L/r < Cc YY Axis : Fa calc'd per 1.5-1, K*Ur < Cc / Stresses Allowable & Actual Stresses Fa: Allowable fa: Actual Fb:xx: Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Dead 0.6147 0.3681 ~ 16.53 ksi 10.16 ksi 30.36 ksi 0.00 ksi 30.36 ksi 0.00 ksi Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments in in --------------------------Column Design OK DL = 57.00, LL= 0.00, ST= 0.00k, Ecc. = 0.000in Live 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi DL+ LL 0.6147 0.3681 DL + ST + (LL if Chosen) 0.4622 0.27.68 DL + LL DL + Short 16.53 ksi 21.98 ksi 10.16 ksi 10.16 ksi 30.36 ksi 40.38 ksi o.oo ksi o.oo ksi 30.36 ksi 40.38 ksi 0.00 ksi 0.00 ksi [Analysis Values F'ex: DL+LL F'ey: DL+LL F'ex: DL+LL+ST F'ey: DL+LL+ST 18,957 psi 18,957 psi 25,213 psi 25,213 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.75 Max X-X Axis Deflection 0.000in at r-----·· I Section Properties TS5X5X5/16 Depth Width Thickness 5.00 in 5-.000 in 0.313 in Weight Area Crn:y DL~·Ll. 0.60 Cm:x DL +LL-t ST 0.60 Cm:y DL +LL +ST 0.60 0.000 ft Max Y-Y Axis Deflection 19.06 #/ft 5.61 in2 Cb:y DL+LL 1.75 Cb:x DL +LL +ST 1.75 Cb:y DL +LL +ST 1.75 0.000in at 0.000 ft I-xx 20.10in4 1-yy 20.10in4 S-xx 8.040in3 S-yy 8.040in3 r-xx 1.893 in r-yy 1.893 in I I I I KL T'CONSULTING STRUCTURAL ENGINEERS 343·0 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5, 1 ,3, 22.Jun-1999, Win32 l (c) 1963-99 ENERCALC Title: Dsgnr: De.scription .• Scope: Steel Column Description PC 13: ACUSHNET: COLUMN DESIGN j Sketch & Diagram Axial DL = 57k Axial LL= Ok Axial ST= Ok -1 ! 114ft Job# Date: 4:28PM, 17 OCT 05 --1 Page "" I KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE, NEWPORT BEACH, CA 92660 SHEET Cf (949) 263-1308 FAX (949) 263-1310 PROJECT: PAD FOOTING UNDER MEZZANINE DESIGN: ALLOWABLE SOIL BEARING PRESSURE = FLOOR DEAD LOAD = FLOOR LIVE LOAD = TRIS. LENGTH = TRIS. WIDTH = TRIS. AREA (L x W) = AXIAL LOAD= MIN. FOOTING SIZE= ACUSHNET f v1fi .tr 12 X 20 = (53 + 80) X 240 = (31920 I 2000)A(1/2) = T.S. 5x5x5/16 ON 3/4"x12" x12" BASE PLATE 2000 PSF 53 PSF 80 PSF 12.0 ft 20.0 ft 240 FT"2 31920 LB 3.99 FT"2 PAD: 4'-6" SQ. x 18" WI 4 #6 E.W. PADM3 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE, NEWPORT BEACH, CA 92660 SHEET JO (949) 263-1308 FAX (949) 263-1310 PROJECT: PAD FOOTING UNDER MEZZANINE DESIGN: ALLOWABLE SOIL BEARING. PRESSURE = FLOOR DEAD LOAD = FLOOR LIVE LOAD = TRIS. LENGTH = TRIS. WIDTH = TRIS. AREA (L x W) = AXIAL LOAD= MIN. FOOTING SIZE= ACUSHNET P (/ it 1 16.5x19= (53 + 80) X 313.5 = (41695.5 I 2000)"(1/2) = T.S. 5x5x5/16 ON 3/4"x12" x12" BASE PLATE 2000 PSF 53 PSF 80 PSF 16.5 ft 19.0ft 314 FT"2 41696 LB 4.57 FP·2 PAD: 5'-0" SQ. x 18" W/ 4 #6 E.W. PADM5 KL T CONSULTING STRUCTURAL ENGINEERS ~ 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Job# Dsgnr: Date: 10:04AM, 18 OCT 05 Description : Scope: Rev: 510300 User. KW-0604033, Ver 5.1.3, 22-Jun-1999, Win32 (c) 1963-99 ENERCALC Combined Footing Design Page 1/ Description PC #14: PAD M6 J General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden I Dimensions Footing Size ... I Loads Distance Left Dist. Betwn Cols Distance Right Footing Length Width Thickness Vertical Loads ... Dead Load Live Load Short Term Load I Summary I 2,000.0 psf 4 145.0 pcf 1.33 0.00 psf 2.50 ft 5.00 ft 2.50 ft 10.00 ft 7.50 ft 18.00 in fc 3,000.0 psi Fy 60,000.0 psi Min As Pct 0.0014 Rebar Cover 3.50 in Live & Short Term Load Combined Column Support Pedestal Sizes #1 : SquarG Dimension @ Left Column 22.600 k k k ... Height #2 : Square Dimension ... Height @ Right Column 57.600 k k k 0.00 in 0.00 in 0.00 in 0.00 in Footing Design OK Length= 10.00ft, Width= 7.50ft, Thickness= 18.00in, Dist. Left= 2.50ft, Btwn. = 5.00ft, Dist. Right= 2.50ft Maximum Soil Pressure 1,986.83 psf Allowable 2,000.00 psf Max Shear Stress 92.22 psi Allowable 186.23 ,.isi Min. Overturning Stabilit 999.000 :1 I Soil Pressures Soil Pressure @ Left Dead+ Live Dead+Live+Short Term Soil Pressure @ Right End Dead+ Live Dead+Live+Short Term Stability Ratio I Moment & Shear _Summary Moments ... Mu@Col#1 Mu Btwn Cols Mu@Col#2 One Way Shears ... Vn : Allow • 0.85 Vu@Col#1 Vu Btwn Cols Vu@Col#2 Two Way Shears ... Vn : Allow • 0,85 Vu@Col#1 Vu@Col#2 Actual 586.8 586.8 1,986.8 1·,986.8 Allowable 2,000.0 psf 2,660.0 psf 2,000.0 psf 2,660.0 psf 999.0 :1 ACI 9-1 2.13 k-ft/ft 7 .23 h-ft/ft 7.23 k-ft/ft 93.113 psi 4.778 psi 16.830 psi 17.449 psi 186.226 psi 35.873 psi 92.216 psi Steel ·Req'd @ Lef Steel Req'd @ Cente Steel Req'd @ Righ Eq. 9-1 Eq. 9-2 Eq. 9-3 Eq. 9-1 Eq. 9-2 Eq. 9-3 ACI Factored 821.6 psf 821.6 psf 528.1 psf 2,781.6 psf 2,781.6 psf 1,788.1 psf 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft Eccentricity 0.907 ft 0.907 ft 0.907 ft 0.907 ft ( values for moment are given per unit width of footing) ACI 9-2 ACI 9-3 2.13 k-ft/ft 1.37 k-ft/ft 7.23 k-ft/ft 4.65 k-ft/ft 7.23 k-ft/ft 4.65 k-ft/ft 93.113 psi 93.113 psi 4.778 psi 3.072 psi 16.830 psi 10.819 psi 17.449 psi 11.217 psi 186.226 psi 186.226 psi 35.873 psi 25.750 psi 92.216 psi 59,282 psi I --' I I I KLT CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 ____ _ Title: Dsgnr: · Description : Scope: Rev: 510300 User. KW-0604033, VerS.1,3, 22-Jun-1999, Win32 (c) 1983-99 ENERCALC Combined Footing Design Description Reinforcing ACI 9-1 ACI 9-2 ACI 9-3 ~Cl Factors PC #14: PAD M6 ( values given per unit width of footing) @ Left Edge of Col #1 Ru/Phi As Req'd 11.24 psi 0.244 in2/ft 11.24 psi 0.244 in2/ft 7.22 psi 0.244 in2/ft (per ACI, applied internally to entered loads) Between Columns Ru/Phi As Req'd 38.21 psi 0.244 in2/ft 38.21 psi 0.244 in2/ft 24.56 psi 0.244 in2/ft Job# Date:_10:04AM, 18 OCT 05 Page /2 @ Right Edge of Col #2 Ru/Phi As Req'd 38.21 psi 0.244 i'n2/ft 38.21 psi 0.244 in2/ft 24.56psi 0.244 in2/ft ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST 1.400 1.700 1.700 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 .... seismic= ST*: 1.100 KL T CONSULTING STRUCTURAL ENGINEERS Title: .. 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3, 22-Jurt-1999, Wln32 __ {c) 1983•99 ENERCALC Description PC #14: PAD M6 Dsgnr: Description : Scope: Combined Footing Design Job# Date: 10:04AM, 18 OCT 05 Page /3 I Sketch & Diagram I 0.42 0.36 9.30 0.24 0.18 0.50 .1.do • , ' • I• Z.J I J ·'u' • LL=0 0, ST=0.0k . 1ern ~ 0 ~-2.Stt L-~-t p.42 0.36 0.30 9:24 0.18 Shear Load (k) 0.50 6.97 0.50 6.28 5.58 4.88 4.18 3.49 2.79 2[9¥. : di1111 ,· 11iHJ, , 1 ,. 0:16.:I 1; l : ·:: · "·'•· 1 'i:1 Bending Moment (k·fl) 1.00 1.50 2.00 2.50 3.00 3.50 ,,.00 Location Along Member (fl) 1.00 1.50 2.00 2.50 3.00 3.50 4.00 ';: l ~: ••••••• Locallon Along Membdr (fl) Shear Load (k) 6.97 0.50 1.00 6.28 5.58 4.88 4.18 3.49 2.79 2,09 ' Sending Moment {k-tt) 4.50 1111r 0.27 0.50 '1.00 0.23 0.19 ~.16 f12° 0.08 Shear Load (k) 4.50 5.00 4.48 0.50 ·1 .00 I, .. ,;,.,,.· ,;;iL;:. · /(y 'I,! ' ' !,pt \l' 4.04 3.59 3.14 2.69 2.24 1,79 1;35 o:llo" •.• I r,,45 :;: ; '..;. '. Sending Moment (k•fl) 1.50 2.00 1.50 2.00 1.50 2.00 1.50 2.00 2.50 3.00 3.50 4.00 Location Along Member (II) 2.50 3.00 3.50 4.00 4.50 4.50 r I I 5.00 ,l,,, 'I ,'.,.,, ,;,,, .. ., .. j . .... I / .. ,,:,.i I Locallon Along Member (fl) 2.50 3.00 3.50 4.00 4.50 r I 1, Location Along Member (fl) 2.50 3.00 3.50 4.00 4.50 5 00 .J. .:· ..... , ,. Location Along Member (fl) KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE, NEWPORT BEACH, CA 92660 SHEET 1/.f (949) 263-1308 FAX (949) 263-1310 PROJECT: PAD FOOTING UNDER MEZZANINE DESIGN: ALLOWABLE SOIL BEARING PRESSURE = FLOOR DEAD LOAD = FLOOR LIVE LOAD = TRIS.-LENGTH = TRIS. WIDTH = TRIS. AREA (L x W) = AXIAL LOAD= MIN. FOOTING SIZE = ACUSHNET pdt 11 2000 PSF 53 PSF 80 PSF 25.0 ft 4.0 ft 25 X 4 = 100 FT"2 (53 + 80) x 100 = 13300 LB (13300 / 2000)"(1/2) = 2.58 FTA2 T.S. 5x5x1/4 ON 3/4"x12" x12" BASE PLATE PAD: 4'-0" SQ. x 18" W/ 4 #6 E.W. PADM7 t)_~l.!£.:t.~ 18" T Jl®/L65 @ 16" o/c User: 3 2/11/2005 10:23:45 AM Page 1 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ------------20·------------Product Diagram is Conceptual. LOADS: Analysis Is for a Joist Member. Primary Load Group -Office Bidgs -Offices {psf): 80.0 Live at 100 % duration, 33.0 Dead, 20.0 Partition SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Llve/Dead/Upllft!Total Stud wail 3.50" 2.25" 1067 / 707 / 0 / 1773 End, Rim 1 Ply 1 1/4" x 18" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 2.25" 1067 /707 / 0 / 1773 End, Rim 1 Ply 1 1/4" x 18" 1.3E TimberStrand® LSL -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. DESIGN CONTROLS: Maximum Design Control Control Shear (lbs) 1736 -1722 2535 Passed (68%) Vertical Reaction (lbs) 1736 1736 2160 Passed (80%) Moment (Ft-Lbs) 8501 8501 10380 Passed (82%) Live Load Defl (In) 0.201 0.400 Passed (U999+) Total Load D~fl (in) 0.535 0.979 Passed (U439) T JPro 53 30 Pflssed -Deflection Criteria: MINIMUM(LL:U360,TL:U240,AL T:0.400"@50.0 psf). Location Rt. end Span 1 under Floor (Primary Load Group) loading Bearing 2 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Alternate Deflection Criteria MID Span 1 under Floor (Primary Load Group)' loading Span 1 -Deflection analysis Is based on composite action with single layer of 19/32" Panels (20" Spah Rating) NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT I The analysis presented Is output from software developed by Trus Joist (T J). Allowable product values shown are in accordance with current T J rnaierlals and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others · , have not been checked for conformance with the design drawings of the building, and have not been reviewed by T J Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above. PROJECT INFORMATION: Acushnet-Loker Addition -Floor Joist Copyright C> 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ·Bea~ are registered trademarks of Trus Joist. e-I Joiatnt,Pro,,. and TJ ... ProTM are trademarks of Ti:us Joi~, OPERATOR INFORMATION: Dave Newman {NewmanD@trusjoist.com) Trus Joist 101 Pacifica, 3rd Floor Irvine, CA 92618 Phone : 949-885-5934 Fax : 949-885-5959 ~~l!!rl.- TJ-Beam(TM) 6.10 Serial Num6er: 7003000174 26" T JL Open Web Truss @ 16" o/c User: 3 2/11/2005 10:22:23 AM Page 1 Engine Version: 1. f 0.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~ZSZS2SZSZSZSZSZSZS~ @ · m I I o---------------25'-----------------<> Product Diagram is Conceptual. LOADS: Analysis is f9r a Joist Member. Primary Load Group· Office Bldgs • Offices (psf): 80.0 Live at 100 % duration, 33.0 Dead, 20.0 Partition SUPPORTS: Input Vertical Reactions (lbs) Detail Other Width Live/Oead/Upiittrrotal Stud wail 3.50" 1333 / 883 / 0 / 2217 Wail 2x_ Blocking 2 Stud wail 3.50" 1333 / 883 / 0 / 2217 Wall 2x_ Blocking -Left Support: Top-Ail, Approx. clip height: 1 5/8", Approx. clip width: 7 3/16", Allowed choice(s): TOP (NO-NOTCH),TOP (U·CLIP) -Right Support: Top-All, Approx, clip height: 1 5/8", Approx. c1ip width: 7 3/16", Allowed choice(s): TOP (NO-NOTCH),TOP (U-CLIP) DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 2187 2187 2187 Passed (100%) Lt. end Span 1 under Floor (Primary Load Group) loading Moment (Ft-Lbs) 13739 9576 ~ 1173 Passed (86%) MID Span 1 under Safe loading Live Load Defl (in) 0.196 0.493 Passed (L/999+) MID Span 1 under Alternate Deflection Criteria Total Load Dell (In) 0.522 1.233 Passed (L/567) MID Span 1 under Floor (Primary Load Group) loading TJPro 50 30 Passed Span 1 -Deflection Criteria: MINIMUM(LL:L/360,TL:L/240,ALT:L/600@50.0 psf). -Allowable moment was increased for repetitive member usage. .J 0 -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORT ANTI The analysis presented is output from software developed by Trus Joist (T J). Allowable product values shown are in accordance with current T J materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others'-----------------'' have not been checked for conformance with the design drawings of the building, and have not been reviewed by T J Engineering. -THIS ANALYSIS FOR TAUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Cw,tom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated Is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (pit) = 177 (#) PROJECT INFORMATION: Acushnet-Loker Addition • Floor Truss Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TJH"', TJL"', TJLM"', TJLX"', TJS'" and TJW"' are trademarks of Trus Joist. OPERATOR INFORMATION: Dave Newman (NewmanD@trusjoist.com) Trus Joist 101 Pacifica, 3rd Floor Irvine, CA 92618 Phone : 949-885-5934 Fax : 949-885-5959 ~~l~,~.~ TJ-Beam(TM) 6.10 Serial Numlier: 7003000174 26" T JLX Open Web Truss @ 16" o/c User: 3 2/11/200510:21:49 AM Page 1 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~zszszszszszszszszszsA ITTII--11~ I I -----------------2r-----------------Product Diagram is Coru:eptual. LOADS: Analysis is for a Joist Member. Primary Load Group -Office Bldgs -Offices (psf): 80.0 Live at 100 % duration, 33.0 Dead, 20.0 Partition SUPPORTS: Input Vertical Reactions (lbs) Detail Other Width Llve/Dead/Upllft/T otal 1 Stud wall 3.50" 1440 / 954 / 0 / 2394 Wall 2x_ Blocking 2 Stud wall 3.50" 1440 / 954 / O / 2394 Wall 2x_ Blocking -Left Support: Top-AU, Approx. clip height: 1 5/8", Approx. clip width: 7 3,16", Allowed choice/-,): TOP (NO-NOTCH),TOP (U-CLIP) -Right Support: Top-All, Approx. clip height: 1 5/8", Approx. clip width: 7 3/16", Allowed choice(s): TOP (NO-NOTCH),TOP (U-CLIP) DESIGN CONTROLS: Shear (lbs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Def! (in) TJPro Maximum Design Control 2364 2364 2364 16035 15720 0.252 0.671 46 17825 0.533 · 1.333 30 Control Passed (100%) Passed (88%) Passed (U999+) Passed (U477) Passed -Deflection Criteria: MINIMUM(LL:U360,TL:U240,AL T:U600@50.0 psf) -Allowable moment was Increased for repetitive member usage. Location Lt. end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Alternate Deflection Criteria MID Span 1 under Floor (Primary Load Group) loading Span 1 -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORT ANTI The analysis presented is output from software developed by Trus Joist (T J). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others '----:--,-,-.,...--,~-,----,---------, have not been checked for conformance with the design drawings of the building, and have not been reviewed by T J Engineering. -THIS ANALYSIS FOR TAUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Cede UBC analyzing the T J Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (pit) = 177 (#) PROJECT INFORMATION: Acushnet-Loker Addition _. Floor Truss Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TJW", TJL114, TJLM™, TJLXN, TJS"' and TJW"I' are trademarks of Trus Joist. OPERATOR INFORMATION: Dave Newman (NewmanD@trusjoist.com) Trus Joic;t 101 Pacific-::. 3rd Floor Irvine, CA 92618 Phone : 949-885-5934 Fax : 949-885-5959 ~)-~l~~\~ 26" T JW Open Web Truss @ 16" o/c User: 3 2111/2005 10:21:15 AM Page 1 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLI.CATION AND LOADS LISTED fZSZSZSZSZSZSZSZSZSZSZS~ fil @ I I ------------------29'-------------------Q Product Diagram is Conceptual, LOADS: Analysis Is for a Joist Member. Primary Load Group -Office Bldgs • Offices (psf): 80.0 Live at 100 % duration, 33.0 Dead, 20.0 Partition SUPPORTS: Input Vertical Reactions (lbs) Detail Other Width Live/Dead/Upllttrrotal 1 Stud wall 3.50" 1547 / 1025 / 0 / 2571 Wall 2x_ Blocking 2 Stud wall 3.50" 1547 / 1025/0/2571 Wall 2x_ Blocking -Left Support: Top-All, Approx. clip height: 1 5/8", Approx. clip width: 8 7/16", Allowed choice(s): TOP (2.75"BL NO-NOTCH),TOP {1.75"BL NO- NOTCH),TOP (U·CLIP) . -Right Support: Top-All, Approx. clip height: 1 5/8", Approx. clip width: 8 7/16", Allowed choice(s): TOP (2.75"BL NO-NOTCH),TOP (1.75"BL NO· NOTCH),TOP (U·CLIP) DESIGN CONTROLS: Maximum Design Control Control Shear (lbs) 2542 2542 2816 Passed {90%) Moment (Ft-Lbs) 18508 17780 21023 Passed (85%) Live Load Defl (in) 0.245 0.573 Passed (U999+) Total Load Defl (in) 0.650 1.433 Passed {U529) TJPro 46 30 Passed -Deflection Criteria: MINIMUM(LL:U360,TL:U240,ALT:U600@50.0 psf). -Allowable moment was increased for repetitive member usage. Location Rt. end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Alternate Deflection Criteria MID Span 1 under Floor (Primary Load Group) loading Span 1 -Deflection analysis Is based on composite action with single layer of 19/32" Panels (20" Span Rating) NAILED wood decking. -Braclng{Lu): All compression edges (top and bottom) must be braced at 8' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. · ·2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current T J materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others '---,-,----------,,--------', have not been checked for conformance with the design drawings of the building, and have not been reviewed by T J Engineering. -THIS ANALYSIS FOR TAUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code USC analyzing the T J Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (pit) -177 (#) PROJECT INFORMATION: Acushnet-Loker Addition • Floor Truss Copyright o 2003 by Trus Joist, a Weyerhaeuser Business TJH™, TJL"", TJLMTM, TJLxm, TJS'" and TJWl" are trademarks of 'T'tus Joist. OPERATOR INFORMATION: Dave Newman {NewmanD@trusjoist.com) Trus Joist 101 Pacifica, 3rd Floor Irvine, CA 92618 Phone : 949-885-5934 Fax : 949-885-5959 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User: KW-0604033, Ver 5.1.3. 22.Jun-1999, Win32 (c) 1963-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-9 Job# Date: 11 :03AM, 18 OCT 05 Page [General Information -_c:culations ~.: designed to AISC 9th Edition ASD a;,d 1997 UBC Requiremen~ I Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length 10.00 ft 0.00 ft 0.00 it 0.00 ft Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi ~t-ri-b~tedlo;ds ----------- • ------------------------------------ DL LL ST Start Location End Location Summary #1 0.875 1.320 #2 #3 Using: W16X26 section, Span= 10.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Actual Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv I Fv I Force & Stress Summary Maximum Max. M + 27. 76 k-ft Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Deft. Left Cant Deft Right Cant Deft ... Query Deft@ Reaction @ Left Reaction @ Rt 11.11 k 11.11 k -o.057in O.OOOin 0.000 in 0.000 ft 11.11 11.11 Fa calc'd per 1.5-1, K*Ur < Cc 27.764 k-ft 8.683 ksi 0.365: 1 11.105 k 2.831 ksi 0.197 : 1 DL ....Qrr!:L 11.26 4.51 4.51 -0.023 0.000 0.000 0.000 4.51 4.51 #4 Allowable 75.969 k-ft 23.760 ksi 56.484 k 14.400 ksi #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL+LL Deft) -0.057 in 5,166.6: 1 2,096.1 : 1 «--These columns are Dead + Live Load placed as noted --» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants nro ~ 11.11 11.'11 -0.057 -0.057 0.000 0.000 0.000 0.000 0.000 0.000 11.11 11.11 11.11 11.11 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k ------~·-··--·------------------------~-----· J Section Properties W16X26 Depth Width Web Thick Flange Thickness Area 15,690 in 5.500in 0.250 in 0.345 in 7.68 in2 Weight I-xx 1-yy S-xx S-yy 26.09 #/ft 301.00 in4 9.59 in4 38.368 in3 3.487 in3 r-xx r-yy Rt 6.260 in 1.117 in 1.360 in J I I KL T•CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263·1308 (949) 263-1310 Title: Job# Dsgnr: Date: 11 :03AM, 18 OCT 05 Description : Scope: ------·--------------------------------------·-·····-----------Rev: 510300 User. KW-0604033. Ver 5 1.3. 22.Jun-1999. Win32 {C) 1983-99 ENERCALC Steel Beam Design Description P.C. #15: ACUSHNET: FB-9 I Sketch & Diagram 2· lpfk/f\ l f I I 1 1 1 ff I I I l I I I I l I 1 I I f I I ! I i I I I I I I I I I I 1 ft I 2.195k/ft •4.41 ,_ _____________ ...,... ___ \ :S.61 -8.81 I I 0- Rmnx = 11.105k Vmnx@ loft = 11.105k _____ ,on ______ _ Mmax = 27 .8k•ft Dmax • ·0.057in ---·-··-6 Shear load (k) 27.76 1.r.o 24.99 ?.2.21 19.43 Rmax= 11.105k 16·66 Vmax@rt • 11.105k13·88 11.11 8.33 :0.01 .. ,.,. :0:02 • 10.02 -Ii.of -0.03 :0:04 -0.05 :o.os Local •y• Deflection (In) Page I 2.00 3.00 ~-00 SOD 6.00 7.00 8.00 9.00 10.00 Location Along Member (ft) 2.00 3.oo., ... _..~·99.:,1._~:~s.09___ e.oo 1.00 8.00 9.00 10 00 .,.:', l' 10.00 • 0Locallon Along Member (fl) KLl CONSUL TING STRUCTURAL ENGlNEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 . (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3. 22-Jun-1999, Wln32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-10 Job# , Date: 11:14AM1 18 OCT 05 Page 21 [General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements 'I Steel Section : W24X55 Center Span Left Cant. Right Cant Lu : Unbraced Length [pistributed Loads DL LL ST Start Location End Location I Point Loads Dead Load Live Load Short Term Location Summary #1 0.071 0.706 16.500 #1 28.000 3.000 16.50 ft 0.00 ft 0.00 tt • 0.00 ft #2 #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 #3 #4 #5 #5 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #6 #7 #6 #7 k/ft k/ft k/ft ft ft k k k ft Beam OK Static Load Case Governs Stress Using: W24X55 section. Span= 16.50ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres! fv / Fv I Force & Stress Summary Maximum Max. M + 85,55 k-ft Max. M- Max. M@ Left Max. M @ Right Shear@ Left Shear @ Right Center Deft. Left Cant Deft Right Cant Deft ... Query Deft@ Reaction @ Left Reaction@Rt 29.77 k 11.96 k -0.097 in O.OOOin 0.000 in 0.000ft 29.77 11.96 Fa calc'd per 1.5-1, K*Ur < Cc Actual 85.549 k-ft 8.962 ksi 0.377 : 1 29.773 k 3.198 ksi 0.222: 1 DL _Q!]Jy__ 71.12 23.95 6.13 -0.067 0 000 0.GOu 0.000 23.95 6.13 Allowable 226,814 k-ft 23.760 ksi 134.066 k 14.400 ksi Max. Deflection Length/DL Defl Length/(DL+LL Defl) -0.097 in 2,962.9: 1 2,051.4 : 1 <<-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants ~~ ~ 29.77 1'1.96 -0.097 -0.097 O.ODD 0.000 0.000 0 000 0.000 O.OOD 29.77 29.77 11.96 11.96 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k • • I -------------·------------------! Section Properties W24X55 ------·-·-··· Depth Width Web Thick Flange Thickness Area 23.570 in 7.005in 0.395 in 0.505 in 16.20 in2 Weight I-xx 1-yy S-xx S-yy 55.03 #/ft e 1,350.00 in4 29.10 in4 114.552 in3 8.308 in3 .,,,,, r-xx r-yy Rt 9.129 in 1.340 in 1.680 in J KLT CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Job# Dsgnr: Date: 11:14AM, 18OCT05 Description : Scope: Rev; 510300 ., '-·iuiase.r.KW--06·04·0-33_ .• Ve.rS •. 1 •. 3 •. 22.-J.un.-1.99.9 •• W.in.32 ________ ... _s_te_e_llliiB_e_a_m_o_e_s_i~-"----------------P·a·g·e-'2-1112-iiaJ (c) 1983-99 ENERCALC .. __ •!. W>MW IW Description P.C. #15: ACUSHNET: FB-10 [sketch & Diagram 28k I • ~ ; 0,7i'1Jvf\ T T i I l T 11 I I I I l l I T I I l I I I I j I I I I f f l T T I I l i T T j I I 0,777',Jlt ~----------~----Mmax-1; 85.Sk-tt Omax = -0.097in Rmax = 29.773k Vmax ® felt= 29.773k I ···---. ----() ;7,93 Shear Load (kJ° 85.55 ,1,65 76.99 68.44 59,88 Rmax = 11.955k 51 ·33 Vm_ax l!!l rt• 11.955~:~ ;0.02 '" :0.03 :0.04 .. o.os· :o.oe ;b,01· ·0.08 :o:os Local "y" Deflection °(ln) _3;30 • 4,95 6,60 08,25 '9,90 '11.5s 13,20 14.85 16 so Locallon Along Member (ft) 8.25 9.90 11.55 ' ' . " " :y (''""""" i"' .......... " ... . ..... • l.oca11on Along Member (fl) 13.20 14,85 16.50 16.50 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3, 22.Jun-1999, Win32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-11 Job# Date: 11:17AM, 18 OCT 05 Page -1 I General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements I Steel Section : W18X35 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads #1 DL 0.071 LL 0.706 ST Start Location End Location 29.000 Summary 29.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W18X35 section, Span= 29.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0.00ft, L.DF = 1.::ioo Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres! fv I Fv __6ctual 85.360 k-ft 17.775 ksi 0.748: 1 11.774 k 2.217 ksi 0.154 ; 1 Allowable 114.102 k-ft 23,760 ksi 76.464 k 14.400 ksi #5 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL+LL Defl) -0.874 in 3,051.7: 1 398,3 : 1 • ~------------------------------------------------i / Force & Stress Summary I Maximum Max. M + 85.36 k-ft Max. M- Max. M@Left Max. M @ Right Shear@ Left 11.77 k Shear @ Right 11.77 k Center Defl. -0.87410 Left Cant Defl O.OOOin Right Cant Defl 0.000 in ... Query Defl@ 0.000 ft Reaction @ Left 11.77 Reaction @ Rt 11.77 Fa calc'd per 1.5-1, K*Ur < Cc I Section Properties W18X35 Depth Width Web Thick Flange Thickness Area 17.700in 6.000in 0.300 in 0.425 in 10.30in2 DL _QrJ.!L 11.14 1.54 1.54 -0.114 0.000 0.000 0.000 1.54 1.54 Weight J .. i(j(. 1-yy S-xx S-yy <<--These columns ;;.re Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @Center @Center @Cants @Cants 85.36 k-ft k-ft k-ft k-ft 11.77 k 11.77 k -0.874 -0.874 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0,000 0.000 in 11.77 11.77 k 11.77 11.77 k -----------------------... -·-· ··-·--.. ---·- 34,99 #/ft 510.00 in4 15.30 in4 57.627 in3 5.100 in3 *** r-xx r-yy Rt 7.037 in 1.219 in 1.490 in J Title: Dsgnr: KL T, CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 Description : (949) 263-1308 (949) 263-1310 Scope: Rev: 510300 User. KW-0604033, Ver5.1.3, 22.Jun-1999, Wln32 (c) 1963-99 ENERCALC Steel Beam Design D~scription P.C. #15: ACUSHNET: FB-11 [sketch & Diagram 0,7jl'il</t\ T f i I I I IT IT TT I T I I I I f T I I I l I I J I I If I I f I l I I I I l ! 0.7771</ft .:.i,67 :7,01 l,__ ________ -'2""9""----------1 •9.34 Shear Load (k) 85.36 2.90 76.62 Rmox • 11.774k Vmax@lefl • 11.774k Mmax ;; 85.4k•H Dmax • -o.6rnn 68.29 59.75 Rmax• 11.7Hk ~1·22 Vmax@ rt• 11.774k42·66 34.14 25.61 ,o.2s· '0.35 :o~«· :o.52 :0:61 :0.10 :a.1a Local "y" benectlon (in) 5.60 5.60 Job# Date: 11:17AM, 18OCT05 Page 2f ••• I 6:10 ·11.eo ·14_50 11,40 20.Jo 23.20 2s.10 2s.oo 23.20 26.10 29.00 29.00 KL T CONSUL TING STRUCTURAL ENGINEERS ~ 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0804033, Ver 5.1.3. 22.Jun-1999, Wln32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-12 Job# Date: 11 :32AM, 18 OCT 05 Page 1 ~--------------------~ ----------------------~ ~I G--e.n.e.ra.1.1.nf•o•r•m•a•t•io.n _______ ,.. = _ Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements J Steel Section : W18X35 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span Left Cant. Right Cant 20.50 ft 0.00 ft 0.00 ft 0.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi LL & ST Act Together Lu : Unbraced Length I Distributed Loads DL LL ST Start Location End Location (j:»oint Load~-- Dead Load Live Load Short Term Location Summary #1 0.071 0.706 29.000 #1 4.500 6.720 6.500 #2 #3 #2 #3 Using: W18X35 section, Span= 20.50ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0,00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv/ Fv Actual 86.719 k-ft 18.058 ksi 0.760: 1 15.985 k 3.010 ksi 0.209: 1 #4 #4 Allowable 114.102 k-ft 23.760 ksi 76.464 k 14.400 ksi #5 #5 #6 #7 #6 #7 k/ft k/ft k/ft ft ft k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL+LL Defl) -0.413 in 2,302.6: 1 595.7 : 1 • I ' ,--------------------------------------------, Force & Stress Summary I «--These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum __QnjJ'._ @Center @Center @Cants @Cants Max. M + 86.72 k-ft 24.74 86.72 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 15.99 k 4.16 15.99 k Shear @ Right 11.88 k 2.51 11.88 k Center Defl. -0.413 in -0.107 -0.413 -0.413 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft O.OOOin 0.000 0.000 0.000 0.000 0.000 in ... Query Deft@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 15.99 4.16 15.99 15.99 k . Reaction @ Rt 11.88 2.51 'i1.88 11.88 k Fa calc'd per 1.5-1, K*Ur < Cc . l§ection Properties W18X35 I a,, ee lf®iW • Depth 17.700 in Weight 34.99 #/ft r-xx 7.037 in Width 6.000in I-xx 510.00 in4 r-yy 1.219 in Web Thick 0.300 in 1-yy 15.30 in4 Rt 1.490 in Flange Thickness 0.425 in S-xx 57.627 in3 Area 10.30 in2 S-yy 5.100 in3 Title: Dsgnr: KL T CONSULTING STRUCTURAL ENGINEERS 34jo IRVINE AVENUE NEWPORT BEACH, CA 92660 Description : (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3. 22.Jun-1999, Wln32 (c) 1983-99 ENERCALC Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-12 I Sketch & Diagram T1.22k O:ly1"1'fl Tf i I II Tl II II I I II 1 ; 1 1 ff I I 1T ; i 1 1 1 1 I I I 11 1 Tf fl 0.777k/fl ----------·-- Rmax • 15,985k Vmax@ Ion• 15.985k ,5.91 ;8,86 205H ______________ J Shear Load (k) 86,72 2.05 78.05 Mmax • 86.7k-tt Omax • .. 0.4131n 69.38 60.70 Rmax • 11.880k ~2•03 43.36 Vmax @ rt = 11.880":;.;_69 26.02 ,. 17.3-4 ... _,- ~-6tr:·-·-· :o.oli ;0,12 •0.17 -0.21 -0.25 :o.2Ei -0.33 ;0,37 Local •y• Oaflactlon ·(In) 4.10 Job# Date: 11 :32AM, 18 OCT 05 Page 2 • a.20 ·10.2s ·12.30 14.35 16.40 18.45 20.so 1MO 18.45 20.50 20.50 ·• ""Location Along Member (ft) KL 1: CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (~49) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3, 22.Jun-1999. Win32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-13 Job# Date: 11 :40AM, 18 OCT 05 Page ..f General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length [pistributed Loads DL LL ST Start Location End Location Summary #1 0.071 0.706 21.000 21.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W16X26 section, Span·= 21.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv I Fv [!=orce & Stress Summary Actual 44.270 k-ft 13.846 ksi 0.583 : 1 8.432 k 2:150 ksi 0,149 : 1 Allowable 75.969 k-ft 23.760 ksi 56.484 k 14.400 ksi #5 Fy Load Duration Factor Elastic Modulus #6 36.00ksi 1.00 29,000.0 ksi #7 k/ft ' k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.403 in 5,177.9:1 626.0: 1 «-· These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum ..Qn!y_ @Center @Center @Cants @Cants Max. M + 44.27 k-ft 5.35 44.27 k-ft Max. M -k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@ Left 8.43 k 1.02 8.43 k Shear @ Right 8.43 k 1.02 8.43 k Center Defl. -0.403 in -0.049 -0.403 -0.403 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Def!@ 0,000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 8.43 1.02 8.43 8.43 k Reaction@Rt 8.43 1.02 8.43 8.43 k Fa calc'd per 1.5-1, K*Ur < Cc ------1 I I I Section Properties W16X26 I Depth 15.690 in Weight 26.09 #/ft r-xx 6.260 in Width 5.500in I-xx 301.00 in4 r-yy 1.117 in Web Thick 0.250 in 1-yy 9.59 in4 Rt 1.360 in Flange Thickness 0.345 in S-xx 38.368 in3 Area 7.68 in2 S-yy 3.487 in3 Title: Dsgnr: KL T CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 Description: (949) 263-1308 (949) 263-1310 Scope: Rev: 510300 User KW-0604033, Ver 5.1.3. 22-Jun-1999, Win32 (c) 1983-99 ENERCALC Steel Beam Design Description P.C. #15: ACUSHNET: FB-13 I Sketch & Diagram 0.7jl1k(f\ t T i I I I TI I I IT f IT i I I 1 1 I 11 I l I I I • I l I I I I I l I IT I i 0,7771</tt ;3,35 ;5.oi :a.69 I I 0----________ ;:.21:;:fl;___, _ --_ ----0 Shear Load (k) 44.27 2.10 Mmax = «.3k-fl Omax =--0.403m Rmax = 8.432k Vmax ® len = 8.432k 39.84 35A2 30.99 Rmax = 8.432k 26·56 Vmax ® rt = 8.432k 22· 14_ 17.71 :0.12 :0,16 :0:20 :0.24 , .. •0.28 :0::12 •0.36 Loca'I "y" Defieclion. (in) 4.20 :4.20 Job# Date: 11 :40AM, 18 OCT 05 Page 2i: I 6 30 ·10.50 ·12.60 14.70 16.80 18.90 21.00 16.80 18.90 21 .00 21.00 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3, 22.Jun-1998, Win32 (c) 1963-89 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-14 Job# Date: 11 :56AM, 18 OCT 05 ?'/ Page 1 · J General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements·, Steel Section: W16X31 Center Span Left Cant. Right Cant Lu : Unbraced Length 14.50 ft 0.00 ft 0.00 ft 0.00 ft Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 36.00ksi Load Duration Factor 1 :00 Elastic Modulus 29,000.0 ksi [pistributed Loads ----------------------~--, #1 #2 #3 DL 1.090 LL 1.640 ST Start Location End Location 14.000 Summary Using: W16X31 section, Span= 14.50ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= O.OOft,.LDF = 1.000 Moment tb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv / Fv I Force & Stress Summary Maximum Max. M + 72.39 k-ft Max. M - Max. M@Left Max. M @ Right Shear@ Left 19.99 k Shear@ Right 18.68 k Center Deft. -0.252in Left Cant Deft O.OOOin Right Cant Deft 0.000 in ... Query Deft@ 0.000 ft Reaction @ Left 19.99 Reaction @ Rt 18.68 Fa calc'd per 1.5-1, K*Ur < Cc I Section Properties W16X31 Depth 15.880 in Width 5.525in Web Thick 0.275 in Flange Thickness 0.440 in Area 9.12 in2 Actual 72.391 k-ft 18.393 ksi 0.774: 1 19.994 k 4.578 ksi 0.318: 1 DL _QnJy_ 29.39 8.12 7.59 -0.102 0.000 0.000 0.000 8.12 7.59 Weight I-xx 1-yy S-xx S-yy #4 Allowable 93.514 k-ft 23.760 ksi 62.885 k 14.400 ksi z #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL+LL Deft) -0.252 in 1,701.9: 1 691.0: 1 «--These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @Center @Center @Cants @Cants 72.39 k-ft k-ft k-ft k-ft 19.99 k 18.68 k -0.252 -0.252 0.000 0.000 in o.coo 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 19.99 19.99 k 18.68 18.68 k ~-. ---·--. ----- 30.98 #/ft r-xx 6.412 in 375.00 in4 r-yy 1.166 in 12.40 in4 Rt 1.390 in 47.229 in3 4.489 in3 ' I I KLT CONSUL TING STRUCTURAL ENGINEERS 343'0 IRVINE AVENUE NEWPORT BEACH, CA 92660 Title: Dsgnr: Description : (949) 263-1308 Scope : Job# Date: 11 :56AM, 18 OCT 05 r('::-:94_9:::):::26-;;--3_-1_3_1_0 _______________________________ __:3_~ ~::~~~gg04033,Ver5.1.3.22-Jun-1999.Wtn32 Steel Beam Design Page 2' (c) 1983-99 ENERCALC Description P.C. #15: ACUSHNET: FB-14 J Sketch & Diagram . • ... 1· .. . . 2,7,3~¥, If I I II 1T I I I I I I I I I I II II I 11 fl II fl lf I II I I I I I 2.7311/H Rmax = 19.994k Vmax ® leH = 19.994k -7.47 :,1.20 ·14.94 She~r Load (k) I _..:.14.:.:.5,.::Hc,_ ______ -··-0 72.39 1.45 ~5.15 Mmax • 72.4k•tt Omax si -0,252in 57.91 50.67 Rmax = 18.o76r 43·43 36.20 Vmox@ rt• 16.676~8_96 21.72 ;o.os ,0.08 •0.10 -ii.1:f' :o.1s :0:-ia -0:20 :0.23 Local •y• Oenectlon ·Qn) I 2.90 4.35 5.80 7.25 8.70 ·,0.15 11.60 13.05 14.50 2.90 11.80 13.05 14.50 KLT CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 Title: Dsgnr: Descrip~ion: (949) 263-1308 scope: Job# Date: 11 :59AM, 18 OCT 05 (949) 263-1310 3, I ,---------------------------------------------~ Rev: 510300 User. KW-0604033, Ver 5.1.3, 22.Jun-1999, Win32 (C) 1983-99 ENERCALC Steel Beam Design Page -1' Description P.C. #15: ACUSHNET: FB-15 ~-------------------------------------------1 J General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements J Steel Section : W16X31 Fy 36.00ksi Center Span Left Cant. Right Cant Lu : Unbraced Length 25.00 ft 0.00 ft 0.00 ft 0.00 ft Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi I~ o-.-.s-tr-ib_u_t_e_d_L_o_a_d_s __________________________________ -, DL LL ST Start Location End Location Summary #1 0.212 0.320 25.000 #2 #3 Using: W16X31 ·section, Span= 25.00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv / Fv I Force & Stress Summary Maximum Max. M + 43.98 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Shear@ Right Center Deft. Left Cant Deft Right Cant Deft ... Query Def!@ Reaction @ Left Reaction@Rt 7.04 k 7.04 k -0.455 in O.OOOin 0.000 in 0.000 ft 7.04 7.04 Fa calc'd per 1.5-1, K*Ur < Cc I Section Properties W16X31· Depth Width Web Thick . Flange Thickness Area 15.880 in 5.525in 0.275 in 0.440in 9..12 in2 Actual 43.983 1<-ft 11.175 ksi 0.470: 1 7.037 k 1.611 ksi 0.112 : 1 DL _QQ)_y_ 18.98 3.04 3.04 -0.196 0.000 0.000 0.000 3.04 3.04 Weight I-xx 1-yy S-xx S-yy #4 Allowable 93.514 k-ft 23.760 ksi 62.885 k 14.400 ksi #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL+LL Defl) -0.455 in 1,527.8 : 1 659.4 : 1 «--These columns are Dead + Live Load placed as noted --» LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 43.98 k-ft 7.04 7.04 -0.455 0.000 0.000 0.000 7.04 7.04 -0.455 0.000 0.000 0.000 7.04 7.04 30.9e #/ft 375.00 in4 12.40 in4 47.229 in3 4.48S in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 6.412 in 1.166 in 1.390 in I Title: Dsgnr: KL;r CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 Description : (949) 263-1308 Scope: (94~) 263-1310 Rev: 510300 User. KW-0804033, Ver 5.1,3, 22-Jun-1999, Wln32 (c) 1983-99 ENERCALC Steel Beam Design Description P.C. #15: ACUSHNET: FB-15 I Sketch & Diagram 0,5?ik(f\ I T I I I I T I I I I T I T T I T I l T I I I l I 1 I I I I l I l I I I l 1 I I I I 0.53?.k/tt l ___ ='--25ft __ l :2.19 ~.19· ;5.55' Shear Load (k) 43.98 . :2,50 ~9.58. Rmax c 7,037k Vmax l!!I left• 7,037k Mmax • «.Ok-ft Dmax • -0.4551n 35.19 30.79 Rmax = 7.037k 26·39 Vmax l!!I rt= 7.037k f1 •99 17.59 13,19 Ben 10.21 ,o.32° ;0,38 ili,41 Local •y• 6enectlon"Qn) .• 5.00 5.00 Job# Date: 11 :59AM, 18 OCT 05 Page32 I 7.50 ·10.00 ·12.50 15 oo 17.50 20.00 22.50 25.oo 20.00 • 22.50 25.00 25.00 1 ' ' KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Dsgnr: Description : Scope: Rev: 510300 User. KW-0604033, VerS.1.3, 22-Jun-1999, Win32 Steel Beam Design (c) 1963-99 ENERCALC Description P.C. #15: ACUSHNET: FB-16 Job# Date: 12:00PM, 18 OCT 05 Page 4 ·1 -------------------------------------------., , General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements I · Steel Section : W16X26 Fy 36.00ksi Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads DL LL ST Start Location End Location Summary #1 0.212 0.320 19.000 19.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W16X26 section, Span= 19.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv / Fv I Force & Stress Summary Actual 25.184 k-ft 7.876 ksi 0.331 : 1 5.302 k 1.352 ksi 0.094: 1 Allowable 75.969 k-ft 23.760 ksi 56.484 k 14.400 ksi #5 Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Deft) -0.187 in 2,850.9: 1 1,216.2 : 1 «--These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum ....Qn!y_ @Center @Center @Cants @Cants Max. M+ 25.18 k-ft 10.74 25.18 k-ft Max. M -k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 5.30 k 2.26 5.30 k Shear @ Right 5.30 k 2.26 5.30 k Center Deft. -0.187 in -0.080 -0.187 -0.187 0.000 0.000 in Left Cant Deft O.OOOin 0.0C/0 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.30 2.26 5.30 5.30 k Reaction@Rt 5.30 2.26 5.30 5.30 k Fa calc'd per 1.5-1, K*Ur < Cc J • I Section Propertie;--w·1_6_X_2_6 ____ _ ·-----------·--·---------------. -·-· , Depth Width Web Thick Flange Thickness Area 15.690 in 5.500in Q.250 in 0.345 in 7.68 in2 Weight I-xx 1-yy S-xx S-yy 26.09 #/ft 301.00 ln4 9.59 in4 38.368 in3 3.487 in3 r-xx r-yy Rt 6.260 in 1.117 in 1.360 in KL T CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Dsgnr: Description : Scope: Rev: 510300 User. KW-0604033, Ver 5.1.3. 22-Jun-1999, W1n32 (c) 1983-99 ENERCALC Steel Beam Design Description P.C. #15: ACUSHNET: FB-16 0,5?ik(f\ T T i y t l T T f f y T y y y r , ; , t f f f t y , r r f 1 y , T t y , t T t y , r 0.532k/ft I l---·- Rmax • 5.302k Vmax 1!11 left • 5.302k 19ft Mmax = 25.2k·fl Dmax • -0, 1871n I -6 Shear Load (k) Ben 25.18 u"" 22.67 20,15 17.63 15.11 ,0.07 ,0.09 :0.11 :0.13· :0.15" •0.17 Local •y• Deflection· (In) 3,80 Job# Date: 12:00PM, 18 OCT 05 Page -1. 15.20 17.10 19.00 19.00 I I KL T CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3, 22.Jun-1999, Win32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-17 Job# Date: 12:09PM, 18 OCT 05 Page -1' -, [General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements I Steel Section : W18X50 Center Span Left Cant. Right Cant Lu : Unbraced Length / Distributed Loads DL LL ST Start Location End Location Summary #1 0.875 1.320 21.500 21.50 ft . 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W18X50 section, Span= 21.50ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv / Fv / Force & Stress Summary Actual 129.715 k-ft 17.502 ksi 0.737: 1 24.133 k 3.779 ksi 0.262 : 1 Allowable 176.098 k-ft 23.760 ksi 91.965 k 14.400 ksi #5 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL +LL Deft) -0.465 in 1,346.1 : 1 554.6 : 1 «--These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum ...Qn.!L @Center @Center @Cants @Cants Max. M + 129.71 k-ft 53.44 129.71 ·k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@ Left 24.13 k 9.94 24.13 k Shear@ Right 24.13 k 9,94 24.13 k Center Deft. -0.465 in -0.192 -0.465 -0.465 0.000 0.000 in Left Cant Deft O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Deft@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 24.13 9.94 24.13 24.13 k Reaction@Rt 24.13 9.94 24.13 24.13 k Fa calc'd per 1.5-1, K*Ur < Cc I Section Properties W18X50 ,,.,.......,..,_ ... _ 3l Depth 17.990in Weight 49.93 #/ft r-xx 7.377 in Width 7.495in I-xx BOO.DO tn4 r-yy 1.652 in Web Thick 0.355 in 1-yy 40.10 in4 Rt 1.940 in Flange Thickness 0.570 in S-xx 88.938 in3 Area 14.70 in2 S-yy 10.700 in3 ., J I I KL T CONSUL TING STRUCTURAL ENGINEERS Title: Job# , Dsgnr: Date: 12:09PM, 18 OCT 05 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 Description : (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3, 22-Jun-1999, Wm32 (c) 1983-99 ENERCALC Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-17 ,, l., ------------------~:, Page ...-2' I Sketch & Diagram I 2, 1/lf",'fl I I I ! I I l I I f l I I I I f I I l I I l ! I I l I I I I I t I I I I I t l ; l l 2.19511/ft l I 0------- Rmax = 24.133k Vmax ®loll= 24.133k 21.5n Mmax • 129.7k-tt Omax :c ~0."6510 _j !9.58 :14.36 ;19,j5 Shear Load (kl 129.71 '/?-15 116.74 103.77 90,80 Rmax = 24.1331< 77·83 Vmax ®rt= 24.133{4·86 1.80 1.I Ben 38,91_ ,.: ... ,!. 25,9:\; i2,ji1::--. ;0,08 ;0,14° ;0,18 :0.2:i' :o.2ii ,o.:i:i ,0.37 :0.42' Local "y' Deflection· (in) 4.30 6.45 8.60 ·10.75 ·12.90 15.05 17.20 19.35 21 50 4.30 17.20 19.35 21 50 21.50 KLT CONSULTING STRUCTURAL ENGINEERS , . 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Dsgnr: Description: Scope: Rev: 510300 User.KW-0604033,Ver5.1.3,22-Jun-1999,Win32 Steel Beam Design (c) 1983-99 ENERCALC Description P.C. #15: ACUSHNET: FB-18 Job# Date: 12:10PM, 18 OCT 05 !_General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W18X35 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads DL LL ST Start Location End Location Summary #1 0.663 1.000 20.000 20.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads · LL & ST Act Together #3 #4 Using: W18X35 section, Span= 20.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv: Shear Stres~ fv/ Fv Actual _ 84.899 k-ft 17.679 ksi 0.744: 1 16.980 k 3.198 ksi 0.222: 1 Allowable 114.102 k-ft 23.760 ksi 76.464 k 14.400 ksi #5 Fy Load Duration Factor Elastic Modulus #6 36.00ksi 1.00 29,000.0ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defi Length/(DL +LL Defl) -0.413 in 1,412.7:1 580.7: 1 ~-------------------------------------------·--·---- 1 Force & Stress Summary «--These columns are Dead + Live Load placed as noted -» Di. LL LL+ST LL LL+ST Maximum ...Qn!L @Center ..@J&ntEzr. @Cants @Cants Max. M + 84.90 k-ft 34.90 84.90 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@ Left 16.98 k 6.98 16.98 k Shear @ Right 16.98 k 6.98 16.98 k Center Defi. -0.413in -0.170 -0.413 -0.413 0.000 0.000 in Left Cant Defi 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defi o.oooln 0.000 0.000 0.000 0.000 0.000 in ... QueryDefi@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 16,98 6.98 16.98 16.98 k Reaction @ Rt 16.98 6.98 16.98 16.98 k Fa calc'd per 1.5-1, K*LJr < Cc • I I Section Properties W18X35 I Depth 17.700 in Weight 34.99 #/ft r-xx 7.037 in Width 6.000in I-xx 510.00 in4 r-yy 1.219 in Web Thick 0.300 in 1-yy . 15.30 in4 Rt 1.490 in Flange Thickness 0.425 in S-xx 57.627 in3 Area 10.30 in2 S-yy 5.100 in3 ' .i l ·1 i j j Title: Dsgnr: KL T CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 Description : (949) 263-1308 (949) 263-1310 Scope: Rev: 510300 User. KW-0604033, Ver 5.1.3, 22.Jun-1999, Wln32 (c) 1983-99 ENERCALC Steel Beam Design rm Description P,C. #15: ACUSHNET: FB-18 I Sketch & Diagram 1,6p11<(1\ If f I I I t't f I It f It I I I 1 I If I I I I I I Ill I I I I I I, T 11 I 1.663k/ft Rmax • 16,980k Vmax ll!l lett • 16.980k 20n Mmax = 8-4.9k·ft Dmax = -0.413ln -6.74 ;10.11 ;13.48 S~e~r Load (k) 84.90 2.00 76,41 67.92 59.43 Rmax = 16.980k 50·94 • 42.45 Vmax il!I rt= 16.980\3_96 • 25.47 , ....... :.ii !6-~f ' 8,t9'J, :0:2·9 ;iJ,33 :0:31 Local "y" Deflection· (In) MO 4.00 Job# Date: 12:10PM, 18 OCT 05 Page ~, I 6.00 8.00 ·10.00 ·12.00 '14,00 16.00 18.00 20.00 16.00 18.00 20.00 KL T, CONSUL TING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 Title: Dsgnr: Description : Job# Date: 1 :06PM, 18 OCT 05 (949) 263-1308 Scope: (949) 263-1310 3 ;;{ ,-'-Re-v:-51-03-00-----------------------------------------, User.KW-0804033,Ver5.1.3,22.Jun-1999,Wln32 Steel Beam Design Page /j (c) 1983-99 ENERCALC Description P.C. #15: ACUSHNET: FB-19 [General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements 'I Steel Section: W16X31 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads #1 DL 0.318 LL 0.480 ST Start Location End Location 16.000 Summary 16.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W16X31 section, Span= 16.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable 93.514 k-ft 23.76Q ksi Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stresf fv I Fv I Force & Stress Summary 26.527 k-ft 6.740 ksi 0.284: 1 6.632 k 1.519 ksi 0.105 : 1 62.885 k 14.400 ksi #5 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! Length/(DL+LL Def!) -0.112 in 4,057.7: 1 1,708.2 : 1 «-These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum _9J:l!L @Center @Center @Cants @Cants Max. M + 26.53 k-ft 11.17 26.53 k-ft Max. M-k-ft Max. M@ Left k-ft Max. M @ Right k-ft Shear@ Left 6.63 k 2.79 6.63 k Shear@ Right 6.63 k 2.79 6.63 k Center Def!. -o.112in -0.047 -0.112 -0.112 0.000 0.000 in Left Cant Def! O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def! 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Def!@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.63 2.79 6.63 6.63 k Reaction @ Rt 6.63 2.79 6.63 6.63 k Fa calc'd per 1.5-1, K*LJr < Cc [section Properties W16X31 Depth 15.880 in Weight 30.98 #/ft r-xx 6.412 in Width 5.525in . I-xx 375.00 in4 r-yy 1.166 in Web Thick 0.275·in 1-yy 12.40 in4 Rt 1.390 in Flange Thickness 0.440in S-xx 47.229 in3 Area 9.12 in2 S-yy 4.489 in3 • I I KL 1;' CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Title: Job# Dsgnr: Date: 1 :06PM, 18 OCT 05 Description : Scope: Rev: 510300 User. KW-0604033, Ver 5.1.3. 22-Jun-1999, Win32 (c) 1983-99 ENERCALC Steel Beam Design " i Page 1, Description P.C. #15: ACUSHNET: FB-19 J Sketch & Diagram I 3.20 4.80 6.40 8.00 9.80 ·11.20 12.80 14.40 16 00 0-7Pfk(f\ , , r , , , , , , , , , , r r , 1 11, , , , , 1 , , , 1 , , , t , , , , , , , f , 0.798k/fl J>-------------'1~6ft.;._ _______ _ Rmex = 6.632k Vmax@ left= 6.632k Mmax a 26.5k•ft Dmex = -0, 1121n ;2.63 ;3,95 -5.26 J Shear Load (kf 26,53 23.67 21.22 \8.57 )5.92 Rmax = 6.632k i:l.:iil Vmax@ rt= 6,632k io.61 7.96 1.60 3'.20 12.80 14 40 16 00 ~;· -~:W~fa§~l~f ¥~:: · 1:~: .. . l. 7'~:""::(;:ji" :t ·-·.. 1 · . .. .. , : i 1:'-: :·:'·,":<•" . 16.0Q •0,10 ' "'""' 1';/1'r "-, -,---·---'i-;-·-- Local y Deflect1on (In) . ... Locelion Along Member (ft) j -i J l j j l KL T CONSUL TING STRUCTURAL ENGINEERS 1 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033, Ver 5.1.3, 22-Jun-1999. Win32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-21 Job# Date: 1 :07PM, 18 OCT 05 Page ;(' [~eneral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements J Steel Section: W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length 21.00 ft 0.00 ft 0.00 ft 0.00 ft Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi l~D-i-st-r-ib-u-te_d_L_o_a_d_s ___ ______;'------·------------------------J DL LL ST Start Location End Location Summary #1 0.318 0.480 21.000 #2 #3 Using: W16X26 section, Span= 21.00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres! fv I Fv Actual 45.428 k-ft 14.208 ksi 0.598 : 1 8.653 k 2.206 ksi 0.153 : 1 #4 Allowable 75.969 k-ft 23.760 ksi 56.484 k 14.400 ksi #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! . Length/(DL +LL Deft) -0.413 in 1,461.0: 1 610.0: 1 /jorce & Stress Summary -----------------------------1 I «-These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum .....Qn!y_ @Center @Center @Cants @Cants Max. M + 45.43 k-ft 18.97 45.43 k-ft Max. M. k-ft Max. M@ Left k-ft Max. M @ Right k-ft Shear@Left 8.65 k 3.61 8.65 k Shear @ Right 8.65 k 3.61 8.65 k Center Def!. -0.413 in -0.172 -0.413 -0.413 0.000 0.000 in Left Cant Def! O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def! 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Deft@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 8.65 3.61 8.65 8.65 k Reaction@Rt 8.65 3.61 8.65 8.65 k Fa cafc'd per 1.5-1, K*Ur < Cc I Section Properties W16X26 I Depth 15.690 in -Weight 26.09 #/ft r-xx 6.260 in Width 5.500in I-xx 301.00 in4 r-yy 1.117 in Web Thick 0.250 in 1-yy 9.59 in4 Rt 1.360 in Flange Thickness 0.345 in S-xx 38.368 in3 Area 7.68 in2 S-yy. 3.487 in3 l ·! KLT CONSUL TING STRUCTURAL ENGINEERS ' 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 (949) 263-1308 (949) 263-1310 Rev: 510300 User. KW-0604033. Ver 5.1.3, 22.Jun-1999, Wrn32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Steel Beam Design Description P.C. #15: ACUSHNET: FB-21 Job# Date: 1 :07PM, 18 OCT 05 Pagelf2 J's_k_e-tc_h_&_D_1_·a-gr_a_m ______________________________ l 0.7/Jflqf\ T !I !l I IT II I l l I ; ; ; ; ; l ; ; ; T I I I I i 1' l l I II I I I i ll 0.798k/R Rmax i: 8.653k Vmax"411 loll• 8,653k --=-21:.:,:11 ___ .. ___ ---_j Shear Loed (k) 45,43 2.10 40.88 4.20 Mmax = 45.4k·ft Omax • -0.4131n 36,34 31.80 Rmax = 8.853k 27 ·28 Vmax@ rt a 8,653k ~·71 18.17 13.63 ,0.12' :0.17 --0.21 . ,0.25 '0.29 ... ···-·--- ~0.33 ... ,_,,_ ·---. :o:a1 -- Loca'1 "y" Deflection (In) -" 16.80 18.90 21.00 Location Along Member (II) 1 .~,------------------------------------------TITLE 24 REPORT Title 24 Report for: ACUSHNET 2819 EAST LOKER AVE. ENCINITAS, CA Project Designer: Report Prepared By: HADI MAHZARI ENERGY CONSUL TING GROUP 8015 BALBOA AVENUE SAN DIEGO, CA 92111 (858) 268-0660 Job Number: Date: 9/7/2005 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 897-6400. EnergyPro 3.1 By EnergySoft Job Number: City of Carlsbad ' ' 1635 Faraday Av Carlsbad, CA 92008 02-09-2006 Plan Check Revision Permit No:PCR06003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 2819 LOKER AV EAST CBAD PCR Lot#: 0 2090831600 $0.00 CB053344 Construction Type: VN ACUSHNET BATHROOM PLAN REVS Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 01/06/2006 KG 02/09/2006 02/09/2006 SAN DIEGO OFFICE INTERIORS STEA CANOGA-RINCON LOKER INDUSTRIAL INC DEPT#207 4863 SHAWLINE ST SAN DIEGO CA 92111 858 495-7364 Plan Check Revision Fee Additional Fees Total Fees: $240.00 Inspector: PO BOX4900 SCOTTSDALE AZ 85261 Total Payments To Date: $240.00 Balance Due: FINAL APPROVAL Date: Clearance: $240.00 $0.00 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest lhe specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. V . , Otltf CB0~33LjLI PERMIT A~LICATION / FOR OFFICE USE ONL.X /_ \Q PLAN CHECK No.~K6v 00_.) CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. __________ _ Plan Ck. Deposit ___ .,.,,.,.._,,. ___ _ Business Name (at this address) ACUSHNE., Unit No. Phase No. Total # of units C\\0\- Name Address City S.tate/Zip Telephone# ;$;· :·-co~p'fpr{".;_'¢<ifJIPAN'(.,NAri/i~. ·-,. ":· :;, . Designer Name State License # _________ _ \~. : }Q®l{E,!J$' !;:0.l\llJ?Ef,1$ATION . .· . , , . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE'--------------------------------DATE _________ _ '.:K ;,,O,'\O!_Nl;!J~.B_U!_LJ~,l;~J?EQ,,IJ\R_P,JIJ),!\I . ,_ ·-· :. • . --~--. . " """ ' -- 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not bu/Id 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: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone number I contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number/ type of work):. ________________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ '.CQJVl~l;§tl;)I'H!$ $'ff,9JIQ~ ,'FQij .. t1,'i)'ii#/J;SID,J;N:TflJL. B!,il~Dl~G'PER11JIITS :ONL y.' .. . .-) Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES 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. f~t:=q,Qy~~rflqp1;t9rf~,EN,OJN~tA9~,Nq"(' ... ~ ~~ "' .2 '. -~-:-'_~, ~ ~w • ' V <" ", ~w,' ~-. ' r ~' ; ,' .. ,, :' -. ;-" .,, ', ~ , I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by sue permit is suspended or abandoned at any time after the work is commenced for a period of 1 O days (Section 106.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance • , EsGil Corporation In Partnersliip witli government for c:Bui{aing Safety DATE: 1/19/06 ~ANT ~ JURISDICTION: City of Carlsbad D PLAN REVIEWER D FILE PLAN CHECK NO.: 05-3344 rev(PCR06003) SET:I PROJECT ADDRESS: 2819 Loker Ave. East PROJECT NAME: Acushnet-Loker Addition T. I. Revision D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed 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. · 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: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: original approved plan Esgil Corporation D GA D MB D EJ D PC 1/10 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 05-3344 rev(PCR06003) i/19/_06 j VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad rev(PCR06003) PLAN CHECK NO.: 05-3344 PREPARED BY: David Yao DATE: 1/19/06 BUILDING ADDRESS: 2819 Loker Ave. East BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Complete Review D Structural Only D Repetitive Fee 3 Repeats • Based on hourly rate . Comments: D Other El Hourly 2j Hours * . Esgil Plan Review Fee ($) -~- $240.001 $192.001 Sheet 1 of 1 macvalue.doc PLANNINO/EN01NEERIN0 APPROVALS PERMIT NUMBER CB PcjpfrtJ; DATE (~°!"()b ADDRESS __ if<.....;...6_,;_/~..:..-r _____ W. ......... ,t ___ , __ (2-t_;-_._. :'i"-'r~---· -·-=-~-· ____ e·~£-· -- "RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) ·oTHER ., PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDING ------------------- PLANNER ?.~--;-·- ENGINEER. ~~ . DATE /::9'rc?6 Carlsbad Fire Department Plan Review Requirements Categpry: PCR , Date of Report: 01-23-2006 Reviewed by:---"---#-4------"---,~-· ,-'--,,: _ Name: Address: Permit #: PCR06003 Job Name: ACUSBNET BATHROOM PLAN REVS Job Address: 2819 LOKER AV EAST CBAD INC01\'.I PLETE The item you have submitted foF revie>.v is incomplete. At this time, this office cannot adequately conduct a revie1.v to detennine compliance 1.vith the applicable codes and/or standards. Please revi6'tv carefully all comments attached. Please resubmit the ncecssary plans and/or specifications, \Vith changes "clouded", to this office for review and approval. Conditions: Cond: CONOOO 1031 [MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 01/23/2006 By: gr Action: AP i\-,Pf' vf,e,,.,) LA1Z-ll.l ed c. •vJ---.1 Tf"" -re:,, e, ',fj t,./ ( }-(, -z.. v--.o..t-');: d!-o ~ ., ; ':',. 1 _:'. ; ;-'" -.. ·-\ l;' ': ,, ~ v,erLw-~J; ·r -:.~ w~----"-j . ;11~t>f}6ltf - P.10, P~-D /,;;;Ji.I I P.;,.:;;i. 1 P3 ,o P . .s. I Pf{-I'S rn-:,. f'(\;, m3 m LL 111 l'-1/05 (([~Jo.5 ie~f1/os Af'PUC.f\-lll"f ,t-!f\-lJ.0 C.{'>f2-FUef) PA-tCr,A<.. 6Hee:r.s / J I I I I I I -, 7?J €,SG-Jl.. C,/ "T'i'.:m-ro (2, ( 7'f' f,Jee{:, ,0 <5LI P.s-tteeo l-Otl-eA ft'?ft,R:I:,,Je.t, ~lln(vi (<.TJ:. • tJ 1+-ppl ,cavrt a,/te.c/c.,j 'fo tee ,f wvr4:. 16 Afet/.J :57u.tue {cz>"l-6cJe or _JU-6-f---r-.:r:. :;e,o-r ""fZ) 1\'W,Ylr [C!.1-i::J::rr)-ro re. CC<-U: Fe.-e£. 6C.Cp,• OP liJOrK C.t-1-rtr.J&-eo ,,_; C.Cy-r,f- V<..'-'T\.ul ::r:(" IE, pa