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2180 RUTHERFORD RD; ; CB150750; Permit
Ci.ty of Carlsbad 08-28-2015 1635 Faraday Av C~rlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB150750 Building Inspection Request Line (760) 602-2725 Job Address: 2180 RUTHERFORD RD CBAD Permit Type: Tl Sub type: INDUST Status: ISSUED Applied: 03/11/2015 Entered By: RMA Parcel No: 2120702500 Lot#: 0 Valuation: $1,033,187,00 Construction Type: 5B Occupancy Group: Reference# Plan Approved: 08/28/2015 Issued: 08/28/2015 Inspect Area Plan Check #: Project Title: CALLAWAY-23,021 SF Tl, CONVERT 11,622 SF OF WAREHOUSE TO MANUFACTURING & 11,399 SF OF WAREHOUSE TO OFFICE. ADD 368 SF MEZZANINE FOR OFFICE Applicant: SMITH CONSUL TING ARCHITECTS :STE 125 13280 EVENING-CRE!=K DR SAN DIEGO CA 92128 858 793-4 777. Bµilding Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Cort. F~e Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $3,601.17 $0.00 $2,520.82 $0.00 $0.00 $289.29 . $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 .. 00 $0.00 $42.00 $587.50 Owner: CALLAWAY GOLF CO 2180 RUTHERFbRD RD CARLSBAD CA 92008 Meter Size Add'I 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 Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES Total Fees: $41;142.28 Total Payments To Date: $41,142.28 Balance Due: lr:ispector: FINAL APPROVAL Date: 5-/&-/~ Clearance: $0.00 $0.00 $0.00 $264.00 $9,640.30 $0.00 $0.00 $0.00 $17,784.00 $0.00 $273.00 $2,637.00 $93.10 $0.00 $3,410.10 $0.00 $0.00 ?? ?? $41,142.28 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the· protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030, Failure to timely follow that,procedure wiil bar any subsequent legal.action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified ,fees/exactiqns DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sl;)rvice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to.which the statute of limitations has reviousl otherwise ex ired. . . . . . . . . . . . . . . . . _ :CaU~W~YJ~oif . _v.e. B·F1-S1 : . , :~3:021 :~::f, ·t~·tt:;inpro\'.efu,;ri~\~ r~m.oclef e~!s\io~ wa~ehoU,$~ b~fo 1!i&.~~Rog ~~d:o~(~ia~~s Wlthio ~n -~~i$f1ng .. ,25.~.J.90~ s:.~. ·bgi_ldf ng. Ad~'it{9n· 9f '36fs1 of o~ce af~~ ~e.zz.afiln~--A$$oci~t~.d $tructtjral, ine¢hanical,. plunjbin_g arid e1~~•Ji~f w~rk .is PJrt);,ti~1,.p',l'.lriit :21-BO Rlithenotd RQad 'STATE ~P .CA PHONE·' FAX l858V19'34:181 . ·-~ . ~ ' . - :t1Go1,,~t..,1n1 ·.F~ . a&o) $3o-st,o ' EMAIL .andrewt@$C1•$d.con1 . i~s@sca-sd~~tQJll : I ~rebif atllrm'lllt hn lie~ flindirig IQil'ICYfor M ~ltll ~Iii ~lill ptimitil~'~ 3Q!!7. (1) cMI Code). ~-N-. ·1 ... ~1~· ... ~~l!l*---...... ~-lllllhlth....,..;oatiijlinr.·~.l ... tD~Mtiill!CIIY~llldSIDa-tobulclnCccinlllucUon, . -dJl~~-~'=~~~~r1~~===~~CITYa=~s~ -~~~~i.lllqiililtr~.,5'0'411ipllld~~~ilf~""9'.''ib1Nln.ti!ill# . · EXf'iRATIOtl:~~-bylll~Ollc:ill-118 ' iiftlfltcidiihll-17f.~.,.t~rdandvdcl.WM~~warl\~byu;flpennltltr'1,l~v.til t~d11ydom II!• o( u;h Pl!ffll!ll' r-.M.11 orMllk by Jixfl pemti11u~11ridlcl.orlbllldorieif atanytnu!lerlll Mllk II c.aiimiincedb' ~ ii · "{Seclcxl 1()!!14.4 Wfon\i~ Code~ . ~~QI.MA~ .,.-,~.--, .--~ ~ . . . STOP: T~IS SECTION·N<>tREqUIRED FOf{·BUILl>JNG P~~IT. 1$SU~CE. Cornplete .. the f9Howtng ONLY If• Certificate of .Qc~lclPJ'1«;Y WUI be reqUfStedaUinal Inspection. C[flTIIICATI 01 OCCUPANCY /Commerrr,tl ProJrcts Only) ·.cur· ,DE1.MRY.OPJ10NS , . PICK U~ 'Wl,(TACT (1Jmil allow) ·CONTRACTOR (On.,._ i:) I FAX MAILTQ: ¢<.>N'l:ACT(I.J,t~~) OCCIIPANT (u.ttNi,!!iiva) CONTRACT'OR (qit Pl&, 1) ~L/F~T~~~:,.... _..,... ______ .....__...,.._-,-.....,__ . A$' APPUCNff'OIQHA'IURE · OCCUrM1 ,NAMI ~ATE CA ;~~Cit~·--~------ NO ~ai IN IJiE/ NO CONSTRUCTION ~-E OF.USE{NO CONSTRiJc:nON · DATE ZIP 1-nspection List Permit#: CB150750 Type: Tl INDUST CALLAWAY-23,021 SF Tl, CONVERT 11,622SF OF WAREHOUSE TO MANUFAC Date Inspection Item !!:!~pector Act Cqmntents 05/16/2016 89 Final Combo PB AP 05/13/2016 89 Final Combo PY CA 0571312016 89 Final Combo RI COF 03/29/2016 89 Final Combo PB NR 03/08/.2016 85 T-Bar PB AP 03/07/2016 85 T-Bar PB NR 02/22/2016 17 Interior Lath/Drywall PB AP 02/18/2016 84 Rough Combo PB AP 02/16/2016 84 Rough Combo PB PA 12/17/2015 89 Final Combo PB PA 12/14/2015 29 Final Plumbing MC CA PER CONTRACTOR 11/20/2015 85 T-Bar PB PA 11/03/2015 34 Rough Electric PB PA 11/03/2015 44 Rough/Ducts/Dampers PB PA -10/26/2015 44 Rough/Ducts/Dampers PY NR 10/23/2015 14 Frame/Steel/Bolting/Weldin PY AP 10/23/2015 24 Rough/Topout PY AP 10/15/2015 84 Rough Combo PB PA. 10/02/?015 11 Ftg/Foundation/Piers PB AP 09/25/2015 11 Ftg/Foundation/Piers PB AP 09/1?/2015 14 Frame/Steel/Bolting/Weldin PY PA 09/17/2015 17 lnteribr Lath/Drywall PY PA 09/09/2015 21 Underground/Under Floor PB AP 09/09/2015 31 Underground/Conduit-Wirin PB AP 09/08/2015 21 Underground/Under Floor PB PA 09/02/20~ 5 34 Rough Electric PB NR 09/01/2015 11 Ftg/Foundation/Piers PB PA Monday, May 16, 2016 Page 1 of 1 \ ' ~~~~~!; '~~lt~~fli~~!Jo •• i . ...,N. ·s·p··e· ··cri·oN'R··e··co·· R. D ... _,··,,;c-,;1:.LAWAY~2:s,:$zi$.F1',coNV8RT .. ·.··. :··. :. ,; · :C •.. : . ' . : : . ; . : .. ' : . :· < :· · 11 . F<i<lNAf<el/,0$8.:ro ··"""""'""'~ :~ . -· . -'·-' :-: · •Qf'. ~use to,..,,.,,mc.""'°_s, RO ...,_.WflO{APPJii>yED .•. · · .· .' : .. '.' >;-.! !<ifNE1'0R (JfFlOE·. · . ·: : : ·:·: '! . ;· I , ... ,..,.,o, . . . · ·. ·,,:., .. ,;.•:.sf···, ·.:,,f"Oi:isT-: .. · .: . . · ·" · ,,_,. -. , ,FOR'~EXT .WQRK<D!':Y·l~~#EC:'110&:. ~, ~1:,~.:._:(.,-"',:sM1f1-i,cb_NSW!;,TlN®?-ARGrJlll'l;;¢t$': <, i"""crlo• <AALl 16Cf.60i?'2:1Z5l · · · · :, ' '' · · ·. · · .-;c : : · -' · · · • . ' . . . .. '!1/N , . ! . ., !·: / .. • ::-.. · . RICKS RIEWER fN![P.NA!IOUil!. C!WE COUNClr STRUCTURAL STEEL AND BOLTING SPECIAL '· · INSPECTOR The individual named h~reon is CERTIFIED in the category shown, having been soiqeitified pursuant to successful completion of the prescribed written exaniination(s) .. No. 1067771 . · Q.. · Expiration date: Marci'! 1, 2018 ~ ~ '._ ,do-~ Nol valid unless signed by certlficate·holdei. ICC certification attests to·competent knowledge of codes and standards 'A ---~ V ~ .. ,• • -: • -• '> .... • ~~ -+ >~ , ,. .... ,• .... -. , -"••• , -- . ·- 0~. RICKS RIEWER STRUCTURAL l)IIASONRY SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination(s). Expiration date: March 7, 2018 ~ · No. 1067771 j< ~ _ A Not valid unless signed by certificate holder. ICC certification attests to t:9mpetent knowledge of codes and standards ,, : ·.·: RICKS RIEWER lffl!Rfl.\Ti>!I~ t!lDWWl!CIL' STRUCTURAL WELDING SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written exarriinatioh(s). _ · · Expiration date: March 7, 2018 {L No. 1067771 · /f)<:_ , ~ 1,t,....V\ . -Not valid unless signed by certificate holder. · ' ICC certification attests to competenUmo_wledge of codes and standards •,• I ~ .: • ~ ~ ' '-' -... ~ -,-y -' -" .. ~ " -., • .., ......... :, .. : : ·~ . ·-·., . l. . ~ ' : . : . ·, .. RICKS -RIEWER PRE:STRESSED CONCRETE SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion·of the· prescribed written examination(s), Expiration date: March-7, 2018 · No. 1067771 -C6/5 o 7so f J) ·:·:. ' f ,. ., ~,, t . . .TtffCl,1:·{~F.SANj>IE~~·:, .. ~ ! -~ .. "'-_ . ~ '. ,, ' ' Sl?EGl,41.!N$.RE:C:fQ,R QERT:IFICA'.re ·. :: '',:' '.; : .. -' i '; ., } --· :,_.,., ' , ', '; , ~ /-' , ~-,' i-N~~-~:'.Mtct,t'.~~t..\i~c~N°' .. f : :~}.·::_v, ' , :~--'~ ',' ,: ' :: ,, _., t:. Qettifroat~N~,.: ·._·· .a.a12_6_s_: ;..,,.,........,..._:........ CJo 150+~0 • CHRISTIAN WHEa~R ENGINEERIN John Shirley INSPECTOR . ' -~ EY£;s SijN ' . . f!Gt a*~ ·-w . , · ... ~is$ x : . ·D010120,~·o_iqr,~~OfiA"l\f'Oil5 · , :1012_1)/21; _, __ ---. -~---.. . . ., ,/ AC:l·Concrete Field Testing Technician - • • i Crade·1 Cer:tiffoation·:l·P. #.01'~B'.6l53 · "·E ·-e··s o· n· • o· 4·12:s· 12020 -xp1r • --I . --. ~ Certification lCCl_b Verify at CheckACl.org ·-'5258925 . pecial Inspector-_!=J(p. OSl?-712017 Inspector" E)lp.i06/?-7t2017 ·, JOHN W BOLGER REINFORCED CONCRETE SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination(s). Expiration date, November 19, 201'7 No.1133882r~ ~ Not valid unless signed by certificate holder. ICC-certification attests to competent knowledge.of codes and standards . -~--J \ c ,, ,,,,. 2/80 ,{ { '·· -.~.so-4,:;:,•-, ,_,..._,v~<,i.J!:t:~'''->'"'''""'""''.,,_,, ::·,._,·h•-'\ .,.,,,.~..._~...-~±,,,_ ~l::;(i(.;·~ ~~~__..~,.., r:>"';~~;-~P:;!tz-51071;8~. · ·""-"-·"'~-._;:,:i >t/-._:t'!'W.1Ai;~r1?~e~~-~10:11~ __ ... · -.. ~ .. ,./: · .... : · _,.-_:,:0_; ~i'lt~ · ) · / ·-·pres~~s-i.e~fon~!~:Spec1al Inspector-Exp. 40/28/2016-, -~ 1J · r-> ·:-R,e}'1for1?;tf>C-99,?'°~te;~g~_c1afrnspector-.Exp. 10/28/2016 . fr;;~·"··¼(-'; '· ·svuc1t1r?I-Ma!1on~Sp$:ci~l)nspector-Exp. 10/28/2016 . !·:: ·, .. , 'f: ·;, ~Sln.jt:tural'$Jeel<ahd~Bo~i(ig•?,ilecia! fnspector-.Exp. 10/28/2016 :t, }..: ,,. {; :, st~cturai:Welding·Specfai·fnspector-Exp.10/2812016 ::, ',:',. ,_,,.... . . . .. :~. ~ •' ', ., ,;,,::,..,,.,·, , /.': .-----~, _.,. _;'> -·-. .> . ;.:::\-······ . . ·: , ·;_ ,':" ",' · .. ··:,. ; ., ·-: ~ '. ' ....... :. :i: ,, •.;-,··,·. -.-~ ,.·.<:· --·-.:r--··:·-·: . .-·/.::} ,,:,,.,, t·-,,'7' {\.: :. /·\ ;., '' J r. r -~ ~rt ·r:~ f:·¾.:<\'} ~ t) r--:; /\.t. . i ' •.,. r·,; _, .>;_ ::: //: ' .. _ ,r •,' ; :, ~· > •u:_ -~:::\r,;J; E <;' :n-.<:;1/. --:-~ (~ ""-.. ... / 1..:_· .. >·~,:; , ,A~r11li 1llill~r . ~~ ;\{f ! :,.zy '.~J ,-..:-~ I -~--~~Yj~ t , '<Jl*'"~y,~ , • 1''fl!Mf fl ~~~ ~· "* $ ,ie~,~~~-- ( ~-1i:it1:;rn·ati¢t1afc~d~.OOt.!rl?ll ,, .. --.. ····;'-._· _·::.} ·11··. ·.'1nte.f:rtat.i_onalCo~e'¢oo~cil,, ; .-. . \ ·. qQO.~ew _J,r~ey Aye,hU?; NW .. _·.'·_ .. ;: I '.5.Q_O·Ne.w-~ersey-Av~ou.e,: NY\f-'-.. .. :. .. ·:. . ·) •ut . i,.:• ,., 'tio2or101 · ' ,< • ' • : I · W' L• t .· DG 2000'{ . · . .. · .. . ' : ·.v-va~ .. 11ngton,;.., • v ·:. ·, ., .• ,. ,·. :' , . •-• . asIJtn~ on,. . 1 • •.•• , • , . , .( ' iNTERNATIONAl : . . . " . • . ' ' .: : '. •" • . }, , :tNTERNATIONAt ; • ,..... • ·., • " ., .''·· • ; :\ ·, '. ·,. .• . A ~""<[ . • ·1 CODECOUHCII: . • . ·· ·•. · ·· • ' · ·'. .; . : ,. · •·· CODECOUII.Clt-· '. ,,, · · , . ' ., · /· .. · ; · · % ,·, , •• ','. ' ', •• ~-~ -;· ' '. -~, ·,. ' _,,. ,< -J-~ ,.-·' ~ $ ', The individual nar:ned hereon.ls CERTIFIED iri th~ . ; .. The indiyidf.!al'named-hereon isC~RTIFl!;::DJr:i t.b,e categor)es sh_own; having·b$!:ll'1 l'l9.'.Cl;)l'titied pursuant 'to l; cat'?gories .spoym, havin~ ,been -~o-certifie(l puf1u'ar-it to successful cornpletion·of't!),'? prcr!b'e .. d Written # ', successfulcpmpletion_ of th$·prescribed written rriiri~ti.fns: . ·. J·. · -.. ,..-.-_ ,. . l ex§minsttJons. Not valid .unle~ signed by certifiWe_ hqlder. ICC Certification attest~tto .competent knowt~c!ge-of codes and ,.,,;/ :tu •,' · . .iiJ.t. t 1~?r~;(f ~ ::~f~:): i: .. ~.:';~. ·. standards. . . . ... •-., •--•,,, '&.--..,,,,_ •Ys. .... •-.I,,._..! >H~ "---.. , .. ,~.-.. .. m,•,-••• ,..&,_,:. -~-., 1{ 'r' l / j i' / < ··,· INTERNATIONAL CODE COUNCI~ I -----------·----·,---~---~......-...._ ... International Code ·council 500 New Jersey Avenue, NW Washington, DC 20001- The Individual named hereon is CERTIFIED jn the categories shown, having been so certified pursuant to successful completion of the prescribed written ..... · _,examinations. _.,-;,-.;:,,:& .,,.,/~ --~ ~~--".;-_--... -~~·~--- Not valid unless signed by certificate holder. ICC Certification-attests to competent knowledge of codes and stanpards. -~1-32-971-Lo94Co .... November n, 2015 Callaway Golf 2285 Rutherford Read Carlsbad, California '92008 Attention: Ed Salinas w CHRISTIAN WHEELER ENGINEERING Reference: Callaway Golf Headquarter~ Tenant Improvements 2180 Rutherford Ro11d, Carlsbad, California ._ ---~ -. ~ . -~. ;. . ~.;,. .; ... _ -. ... -.. :. :,_-_-. -,.:;.,_. -~ :;: -.:_ -... ~~ . - Pennit Approval #CB150700500 Subject: Final Testing and Inspection Report Dear Mr. Salinas, City of Carlsbad NOV 1 6 2015 BU\LDlNG DIV\S\ON CWE 2150456.02. Christian Wheeler Engineering has provided testing and special inspection of reinforcing steel, ·reinforced concrete, -£eld welding, mechanical anchors, and epoxy anchors on the above referenced project as described in reports dated September 1, 2015 through October 19, 2015. The work ,requiring testing and special inspection was, to the best of my knowledge, fu conformance to the approv:ed plans, specifications, other construction documents, and applicable wotkmanship provisions of the California Building Code. If you have any questions, please do not hesitate to call me at 619-550-1700. Sincerely, dff'.RENGINEEFJNG Charlie G. Carter Jr., R.C.E. 61968 cc: eds@callawaygolf.com jeff@prevostconstruction,com City of Carlsbad 3980 Home Avenue+ San Dieg_o, CA 921.05 + 619-550-1700 + FAX 619-550-1701 w CHR.ISTIAN WHEELER. ENGINEER.ING COMPRESSIVE STRENGTH TEST RESULTS Job Name: Job Address: Contractor: $ubcontractor: Test Location: Req. Strength: Date Sampled: Callaway Golf Headquarters, TI 2180 Rutherford Road, Carlsbad, CA Prevost Construction Fleming and Sons Interior floor slab-cutouts 3000 psi 10-7-15 CWE#: Permit#: Architect: Engineer: Supplier: Mix#, Admixture(s): 2150456 Client: CB 15-0700500 Plan File#: S11Uth Consulting Architects Prime Superior 867P Date Received: 10-8-15 Tn.,ck#: 315 Ticket#: 293362 Sampled by: ML Mix Temp: 906 Air Temp: 80° Te!lted by: NS Slump: 7½'' %Air: Sample Type: 4" x 8" cylinder Min-in Mixer: 40 Wet Unit Wt: Notes: - Date Age Dimensions/ Area Maximum Load Comp. Strength Sample# T.estecl/lssl!ed (days) Avg. Dia. (in.) (sq. in.) (lbs.) (psi) Fracture Type 0051 10-14-15 7 4.00 12.566 26,530 2,110 4 0052 11-4ci5 28 4.00 12.566 45,230 3,600 4 .. 0053 11-4-15 28 4.00 12.566 45,070 3,590 3 0054 11-4-15 28 4.00 12 .. 566 44,260 3,520 3 .. .. The samplmg,.handhng, cunng and compressive.strength testing were performecf by Chnst1an Wheeler 1;:ngmeenng m accordance with the applicable ASTM standards. No other warranties, express ·or implied. · Distribution: eds@callawaygol£corn jeff@prevostconstruction.corn City of Carlsbad ~ DD D Supplier , Type 1, Rell$CJN!b!ywell:fooned tonet on bolh ertdi, len· 'than1i~,{2Smrn]of crackingUirwghcaps .T)?lt2 Well-formed cone oo one tr¥f,wrtlcalcra~runnlng llltoughcaps,nowell-d11rl!led conii, on other end T)1>83 -co1111W:vertlcat~ 11Youghbo!h1nds.nowell-loo,,doone, Reviewed by: T)1>84 Diagonaffraclurewllhno cracldpgl,hrotlghends; tap wi"lh hammer to di'sDngulsh from Type 1 Ti,,e5 S!da(racturetaltopor botlom (oo::ur commonly wrth unbonded cops) -~-·-.. --~~ . . . . . . . . . : hh ·£1!11~f" .. ' ~ . ' ' -' . Michaei B. Wheeler, RCE #45358 ~ 3980 Horne Avenue+ San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 Twe6 Slml1artoType5bulend ofcyfindcr1Spomted ·w CHR.ISTIAN WHEELER. ENGINEERING · FIELD REPORT Project Name Callaway TI CWE# 2150456. Project Address 2180 Rutherford Rd., Cads bad Pennit# CB 150.¢'50 Coniractor Prevost const. . Architect Subcontractor Fleming and Sons ,Engineer .. X R.einforced Concrete d Pre-Stressed Concrete D Reinforce.cl Masonry Epo,,_·y An_chors D High Strength Bolts o Non-Destructh·e Testing D Mechanical Anchors D Fireproofing D Footing Obsermtio':1 D _Asphalt Obs/Testing Soil Obs/Testing D Roofing M¢terial/Equipment: Concrete: Superior's 867P -3000psi Arrived on site, as requested!. to provide the following services: Provided special inspection dm-ing the placement of concrete at interior column footings. D D D City of Carlsbad OCT 2 6 2015 BUILDING DIVISION Date: 10/07/15 I Page 1 of1 Project File # Shop Welding D Field Welding Wood/Metal Shear D Waterproofing Building Envelope Rehiforc~g ·si:eel was hispeZteci for siz-e, grade, ~o~figur:rtion, ~,rc1~-:a11c-es.' :[eu{f;rcmg ste~f w~s founlto b-~-ID ;~st~nti~lconfortnan~e with approved project documents. Approximately 9.5 cubic yards of Superior's 867P-3000psi mix were placed by trailer pump and manually consolidated. CWE cast one set of four 4" x 8" cylinders for compressive strength testing-3000psi mix required. Work completed was found to be in substantial conformanc;e w;ith approved project documents. C'iX!E is on-call. NOTED DISCREP ANCIE'S -The items noted below were observed to be in non-conformance with the approved project documents and will require -correction or the design engineer's :review for approval: ~one NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the·appro,·ed project documents. It should be noted that the work reported as being observed, tested, and opmions e"-pressed are solely for the benefit of our client and that our presence and the sernces pronded do not relieve the contractor from its obligation to meet c9ntractual requirements. ICC #8254061 _,,,...,......,,, :i'v.fichael Luciano Ci~ of SD #1268 Inspector/Technician Name Certification # 1 ctor/Technician's Signature Initial Distribution: .jeff@prevostconsttuctiort.com , Charlie .Carter RCE #61968 ttX. Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: City of Carlsbad 3980 Home, Avenue+ San Dieg,o, CA 92105 + 619-550-1700 + FAX 619-550-1701 FIELD REPORT Project J>:lame Callaway Golf Project Address 2180 Rutherford Rd. Carlsbad Contractor· Prevost Subcontractor Panoramic Landscape ~ Reinforced Concrete D Pre-Stressed Concrete D Cl High Strength Bolts D Non-Destructive Testing D tJ Footing Observation D Asphalt Obs/Testing D Material/Equipment: A61"5 Grade 60 Rebar w CHR.ISTIAN WHEELER. City of car\sbad OC1i 13 'l.015 ENGINEER.ING --,,.._ 111\/\~\0 N 21504561:SU\1-LJI .. -CWE# Date: 10/3/15 Permit# CB 15of50 Project File # " Architect Engineer Reinforced J\,J:asonry D Epm,"'}' A,nchors D Shop Welding Mechanical Anchors D Fireproofing D Wood/Metal Shear Soil Obs/Testing D Roofing D Building Envelope Arrived on site; as requested, to provide the following services: / Page 1 ofl D Field Welding D Waterproofing D Special inspection of the concrete placement at the -nine-6· x 6 mch HSS coluµin fqotings m the-shop area of the warehouse. Refer to detail 1 page SD-1. Noted: Steel rebar cages for column footings were not in conformance with the plans. Contractor decided to cancel concrete placement and reschedule for another day. A minimum show up charge will apply. '. · .NOTED DISCREPANCIES -The items noted below were obsei-ved to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: As noted above. NOTICE: Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved· project documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for the ben~fit of our client and that our presence and the services provided do not relieve the contractor from its obligation to meet contractual requirements. - John Shirlei ICC 5258925 ~ AfAJA fruA. -v ..... v- Inspector/Technician Name Certification # I . chnician's ;'jature Initial Distribution: jeff@prevostco1;1struction.com; christianwheeler.com ·Charlie Cru:ter RCE #61968 11:« Reviewer Name Certiftcation # Reviewer's Signature Reviewed Distribution: Cicy-of Carlsbad 03980 Home Avenue+ San Diego, CA 921'05 + 619-550-1700 + FAX 619-550-1701 ·w CHRISTIAN WHEELER. ENGINEER.ING FIELD REPORT · Project Name Callaway GolfT.I CWE# 2150456 Date: 10/2/15 / Page 1 of 1 Project Addrei_s 2180 Rutherford Rd. Carlsbad; CA Permit# CB 150750 Project File # Contractor Prevost Construction Architect Smith Consulting Ai:chitects Subcontractor Green Mechanical Contracting -Engineer Prime Engineering D Reinforced Col)-crete D Pre-Stresseq Concrete D . Reinfom;d Masonry D Epoxy Ancgo-,s D ShopWeldmg D Field Welding D High Strength Bolts D Non-Pestructive Testing ~ Mechanical Anchors [1 Fireproofing D Wood/Metal Shear D Waterproofing D Footing Obsen,ation D Asphalt Obs/Testing D Soil Obs/Testing D Roofin~ D Building Envelope D Ma.terial/Equipment: 3/8" & 3/4'' dia. stainless steel all thread, contractor's torque wrench, cal. 7 /15/15 (CW 9460) Arrived on site, as requested, to provide the following services: Obse:i:vation of the torque wrench·-testing-of previously installed epoxy anchors-into existing roof pan deck for anchorage of frame to support air handler #2 mechanical equipment. Contractor is working under the direction of RFI #32 dated 9 /25 /15, which allows the use of epoxy bolts in lieu of and in addition to mechanical anchors as specified. in 9 & 10/SD2. ¾" dia. bolts tested to 80 ft.~lbs. and 3/8" dia. bolts tested to 40 ft-lbs., per epoxy manufacturer's instmctions·. 'NOTED DISCREPANCIES -Tl;ie items .noted below we.re observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None NOTICE: Unless otherwise stated, the work obsen'ed was, to the.best of my knowledge, in compliance with the approved project documents. It should be noted that the . work reported as being obseri,ed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contract.or from its obligation to meet contractualrequirements. John Bolger 731/..1]33882 -~~ Inspector/Technician Name Certification # In:;;ra~/Technici n s S gnature Initial Distribution: CWE,.jeff@prevostconstruction.com Charlie Carter RCE #61968 aK. · Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: City of Carlsbad .. 3980 Home Avenue+ San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 FIELD REPORT -"~' •• . if" ~\sbat\ Ci-IR.IST.IAN WHEaER. c•,i,,1 0~ \.,,-3.i E N ·G I N E E R. I N G \\J {..\J\~ C)C,\ 1?, a a ,...~, Project.Name Callaw~y Golf T.L CWE# 21so45p0 n\~C ,'fil~l~'9/3.0/15 I Page 1 of1 Project Address 2180 Rutherford Rd. Carlsbad, CA Pennit#. Eu,-rn 0750 Project File # Contractor Prevost Constmction Architect Smith Consulting .Architects · Subcontractor Engineer Prime ,Engineering D Reinforced Concrete D Pre-Stressed _Concrete D . Reinforced Masonry ~ )'!:pm,)' Anchors D Shop Welding D Field Welding D B:igh Strength Bolts .D Non-Destructive Testing D Mechanical Anchors D FireJ:>roofin~ D Wood/Metal Shear D Waterproofing D Footing Observ;itigfl· [] Asphalt Obs/Testing D Soil Obs/Testing D Roofing D Building Envelope D ., Material/Equipment: 3/8" & 3/4" dia. stainless steel all thread, HlltiHit RE 500 _SD epoxy,JCC ESR# 2322 Arrived on site, as requested, to provide the following senrices: Special inspection of the installation of epoxy anchors into existing roof pan .deck, for anchorage· of frame to support air handler #2 mechanical equipment Contractor is working under the direction of_RFI #32 dated 9/25/15, which allows the use of epoxy bolts :in-lieu of and in addition to mechanical anchors as specified in 9 & 1 0/SD2. Contractor used 3R' dia. all thr~adih areas where the wood pedestal is thicker due to roof pitch.1'1inimum.2 3 /8" embedment achieved into what is thoughtto· be lightweight, F'c = 3000 psi concrete roof deck. Verification of the concrete type, age, and strength are outside of the scope of this ·inspection. Holes were blown and brushed clean prior to·installation. NOTED DISCREPANCIES -The items noted below were· observed to be in non-conformance with the approved project documents and will require correction or-the design engineer's review for approval: · ' None NOTJCE: Unless otherwise stated, th~ work observed was, to the best,of my knowledge, in compliance ,yith the appro,•ed projectd9cuments. It should be noted that the w.ork reported as being observed, tested, and opinions expressed are solely for the benefit of our-client and that our presence and the services provided do not relieve the contractor from-its obligation tp _meet coritractual reqqirements. · John Bolger 7311'.'.1133882 --~~ Inspectorllechnician Name. Certification # Ins7otllechn~c~ s S cgna(ure Initial Distribution: · CWE, jeff@prevostconstrilction.e0m Charlie .Carter RCE #61968 ax Reviewer Name Certificatjon # Reviewer's Signature - Reviewed Distribution: City ofCarlsbad 3980 Home Avenue+ S.an Diego, CA 92105 + 619~550-1700 + FAX 619-550-1701 ,.,-:. w CHRJSTIAN WHEELER. ENGINEER.ING COMPRESSIVE ST.REN:GTH TEST RES.UL T.S Job Name: Callaway Golf Headquarter$, TI CWE#: 21.?0456· Job.Jl.ddress: ·2130.Rutherford Road, Carlsbad, CA Permit#: CB 15/fu5.o Plan File#: Contractor: Prevost A.rchitect: Subcontractor: Panoramic Landscape Engineer: Test Location: Main lobby mezzazine extension Supplier: Superior Req. Strength: 3000 psi Mix#: P-770A-PH, Lt. Weight Date Sampled: 9-26-15 ... , ...... F Agmixt~re(s)_:_ Date Received: 9-28-15 truck#: 046 Ticket#: 292679 Sampled by: JS Mix Temp: 80° Air Temp: 75° Tested by: NS Slump: 5" %Air: Sample Type: 4" x 8" cylinder Min in Mixer: 75 Wet Unit Wt: Notes: Sample# Date Tested Age (days) Area (sq. inches) Maximum ·Load Comp. Strength Fracture Type (lbs.) (psi) 9754 10-3-15 7 12.56() 39,570 3,150 5 9755 10-26-15 30 12.566 61,020 4,860 4 9756 10~26-15 30 12.566 61,240 4,870 3 9757 10-26-15 30 12.566 61,600 4,900 3 . . .. The sampling, handling, cunng and compressive stre11gth testing were performed by Christian Wheeler Engmeenng m accordance with.the applicable ASTM standards. No other warranties, express cir impliecj. Distribution: eds@callawaygolf.com jeff@prevostconstruction.com City of Carlsbad Supplier T)1»f Reasonablywell-fonned oonesoobo!hends,!ffs 1N!\\ls~s,nm)of ~lngthrooghcaps T)1»2 Well-fom'ledconeonoiie tnd','iertlcalctacksl\Jl\/llf\Q througheaps,noW61). defined cone on other liftd Reviewed by: ~ DD D T)Pe4 01<1gonal lracturewilh po crackrlgthrouQhe(lds, tap with.hammer to dJStlnguish from Type f T)Peo Slt!efracluresatlopor botlom (ooo.tr CO(TlrrtOn]y wilhunboodedcops} T)Pe6 Similar to Type 5 but end ofcyllnderispou11tld 3980 Home Avenue+ San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 w CHR.!STIAN WHEaER. ENGINEER.fNG FIELD REPORT Project Name Callaway Golf HQ TI CWE# 2150456 Date: 9/26/15 I Page 1 of1 -- Project Address 2180 Rutherford Rd. Carlsbad Permit# C~50~/fl Project File # - Contractor Prevost .Architect SCA \~DI o1 . ' Subcontractor Panoramic Lapdscape Engi,n,w Prime Structural Engineers ~ Reinforced Concrete D Pre-Stressed Concrete D Reinforced Masonry 0. Epo:,.-y Anchors D Shop Welding D Field Welding D High Strength Bolts D Non-Destructive Testing D , Mechanical Anchors D Fireproofing D Wood/Metal Shear D Waterproofing D Footing Observation D ,Asphalt Obs/Testing D , Soil Obs/Testing -0 Roofing D Building Envelope D -- Material/Equipmeflt: Superior Ready 1v.fix # P-770A PH, Lt Wght-3000 psi Arrived on site, as requested,to provide the following services: Special inspection of the concrete placement at the small mezzanine extension at the front lobby area of the building. Lt Wt concrete placed over Verco decking with WWF and perimeter rebar dowels into edge of existing slab. Concrete was pumped, approx. 5 cubic yards placed today. Samples made into 4x8 inch cylinders for strength testing. Work done in general conformance with the plans. - -· NOTED DISCREP .i\NCIES -The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None NOTICE: _ Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance with the approved· project documents. It should be noted tha work reported as being observed, tested, and opinions e,qiressed are solely for the b7nefit of our client apd that our-presence and the services provided do not relieve th contractor from its obligation to.meet contractual requirements. John Shirlei ICC 5258925 ~ 'A,u.. fruA, 1 _ chnici::;;~;'jature Inspector/Technician Name · Certification # Initial Distribution: christianwheeler.coin; jeff@prevostconstruction.com Charlie Carter RCE #61968 ··ax Reviewer Name Certification # Reviewer's Signature Reviewed Distribution: City of Carlsbad .. 3980 Home Avenue+ San Diego, C.A 92105 + 619-550-1700 + FAX 619-550-1701 !N CHR.ISTfAN WHEELER. ENGlNEE.R.lNG FIELD R~PORT City of car\sbad oci O 5 2ms \/\S\ON ,. ~•"-Ir.. D\ Project Name Callaway Golf HQ GWE# 2150456 t: '--}:}i-v .. ate: 9/24/15 I Page 1 of 1 Project Address 2180 Rutherford Permit# CB150700500 Project File # Contractor Prevost Architect SCA Subcontractor Engineer Prime StructuralEngineers D Rei11forced Concrete D Pre-S):ressed .Con~rete D Reinforced Masonry D ]:)po:-.,, Ancho_rs D ·Shop Welding D Field Welding [] High Strength Bolts D Non-DestructiYe Testing ~ Mechanical Anchors D Fireproofing D Wood/Metal Shear D Waterproofing CJ Footing Observation D Asphalt Obs/Testing D Soil Obs/Testing D Roofing D Building Envelope D Material/Equipment: Wedge anchors already installed¾" dia._ 3/8" dia Arrived on site, as. requested, to ·provide the following .services: Special inspediort Also at roof new opening for air equipment, attachment of wood curb to concrete roof deck using wedg~ anchor bolts. Using torque wrench apply following torques to bolts to set wedge mechanism. North edge west to east: one 3/8" clia. wedge anchor set to 40 foot pounds, two 3/8" clia. wedge a:o,chors unable to set, wedge did not grab. West edge north to south: two 3/8" dia. am,:hors torque set at 40 foot.pounds, one 3/8 clia. anchor wedge did not grab, three 3/4" dia. torque set to 80 foot pounds. NOTE: 3 / 4" diameter used as longer length of anchor required. South edge: two 3 / 4" dia. anchors did not grab, one 3 / 4" clia. torque set to 80 foot pounds. ·East edge: two¾" clia. torque set to 80 f9ot pounds, one 3/8" dia. torque set to 40 foot p9unds, two 3/8" dia. anchors did not grab. NOTED DISCREPANCIES -The items noted below were observed to be in non-conformanc;e with the approved project documents and will require correction or the 1esign engineer's review for approval: ' NONE .. . NOTICE: ·unless-otherwise stated, the work observed was, to. the best of my knowledge; in complianc.e with the approved project-documents. It should be noted that the work reported as being observed, tested, and opinions expressed are solely for·the benefit of otir client and that our presence and the services provided do not relieve the contracto_r fromjts obligation to m~et contractual requirements. · Rick Riewer ICC 1067771 -~]_~ Inspector/TechnicJan Name Certification # 1nspector72 ecvmcian's Signature Initial Distribution: jeff@prevostconstruction.com Charlie Carter RCE #61968 tt:d! Reviewe.r Name Certification # Reviewers 'Signalitre Revie'U!ed Distribution: City of Carlsbad 3 9 8 0 Home Avenue + San Diego, CA 9-21 0 5 + 61 9 -5 5 0 -1 7 0 0 + FAX 6 1 9 -5 5 0-1 7 0 1 -< FIELD REPORT !N CHRISTIAN WHEELER ENGINEERING C\tV of car\sbad a.Ci o 5 ims -.,..,.,_, Project Name Callaway GolfHQ CWE# 2150456 Rl \J2ie\NG}2)J;{f''1 P;ge 1 of1 .. Project Address 2180 Rutherford Roa9, Carlsbad, CA · Permit'# CB150700500 Project File # .. Contractor Prevost Architect SCA Subcontractor Panoramic Construction Engineer Prime Structural Engineers D Reinforced Concrete d Pre-Stressed Co,;icrete D Reinforced Maso!}ry ~ . Epm,-y Anchor;; d Shop Welding D Field Welding D High Strength Bolts· D Non-Destructlve Testing ~ Mechanical Anchors D ·Fireproofing D Wood/Metal Shear D Waterproofing D Footing Observation [] Asphalt Obs/Testing D Soil Obs/Testing b Roofing D Buildjng Envelope D .Material/Eqziipment: Epoxy used: Simpson SET XP batch 011 U 622T Expiration: 12-22-16 Arrived on site, as requested, to provide the following servic!!s: Special inspection during epoxy of .ASTM .A.615 reinforcing dowels at mezzarui;ie deck into existing level 2 concrete deck. These #4 size dowels had measured embedment of at least 41/4 inches. Drilled holes properly cleaned of drilled concrete. Epo:i..-y applied and dowels inse1ted. Obse1-ve that proper amount of epoxy wa~ used. This occur at north, west and south (at west corner) edges. Work and materials are satisfactory, and in accordance of Simpson manufacturer's instmctions. NOTED DISCREPANCIES -The items· noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NONE N,OTICE: Unless otherwise stated; th,! work observed was, to the best of my knowlec:lge, in compliance with-the approved project documents. It should be noted that the work reported as being observed, tested, and opinions e,q,ressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor f~om its obligation to meet contractual reqtiir!;!ments. ' ·ruck Riewer ICC 1067771 ~~~ Inspector/Technician 1'lame · Certification # · inspector 7J ec"fmtctan 's· :Signature Initial Distribution: jeff@prevostconstrucrion.com ·x Charlie Carter RCE #61968 a -.. Reviewer Name Certification # Reviewer's_ 'Signatur~ Reviewed Distribution: City of Carlsbad 3-980 Home Avenue+ S·an Die-go, CA 92105 + ·619-5-50-1700 + FAX 619-550-1701 ·w CHRISTIAN WHEELER. ENGINEER.ING FIELD REPORT -.--.I\ f\<::;\0 N . 5\J\U )~t'i' ...,9/19/15 I Page Project Name Callaway Golf HQ CWE# 2150456 1 of 1 Project Address 2180 Rutherford Rd, Carlsbad CA ,Pennit# CB150700500 Project File # Contractor -Prevost Architect SCA . Subcontractor H&R Steel Engineer Pr½ue 'Structural Engineers 0 J½inforced <;:oncrete D Pre-Stressed Concrete D Reinforced Masonry d Epoxy_ Anchors D Shop.Welding ~ Field Welding D F]:igh Strength Bolts D Non-Destructive Testing D Mechanical Anchors [] Fireproofing D Wood/Metal Shear D Waterproofing D Footing Observation D Aspha!H)bs/Testing D s.oil Obs/Testing D Roofing D Building Envelope D Material/Equipment: NR-232 Wire electrode Arrived on site, as requested, to ·provide the following services: Provided pe1-io.dic special-inspection of the field welding 9f beam stiffeners and attachment clips to the existing steel joists at the second floor level for the fiye added floor joists. H & R Steel welders .Arturo Lazald~ and Raul Manzo provided ¼" fillet weldnient utilizmg the FCA W process at the strnctural steel tenant improvement at the second leveLsteel framing. I inspected the following: 1). Nine ¼" steel plate beam stiffeners with ¼" fillet weldment both sides. (Active Welding not observed.) 2) Six 3/16" steel.plate beam stiffeners with ¼" fillet weld' both sides. (*Active Welding was obse1ved at two plates only.) 3) ;:;/8" beam clips (No active welding obse1ved) **Welder ce1is and steel mill certs shall be provided to the project m~nagement forverificatiorl of project materials. **Previously completed welds listed above were visually inspected per .A WS D.1 .1 9nly f9r size, configuration profile and discontinuities. Inspected welds w~re marked with VTOK 1\1]S 9 /19 at the time of inspection. Methods and 1:1aterials obse~ved during this site visit art! in substantial confopnance with the plans, the CBC and standard industry practice. NOTED DISCREPANCIES -The items noted below were observed tci be in p.on-conformance with the approved project documents and will require correction or the design engineer's review for approval: . NOTICE: ·Unless otherwise stated, the work observed was, to the best of my knowledge, in compliance ,vith the approved project documents.· It should be noted that the . wo,k reported as being observed, tested, and opinions expressed are solely for the benefit of our client and that-our presl"!)Ce and the services provided do not relieve the contractor from its o_bligatiotj to meet contractual.requirements. lvfichael J Schultz S.D. #965 I.C.C. #5107178 l!!/i!:!t.,,,~-Inspector/Technician Name Certification # I11itial Di~tribu(ion: jeff@prevostcoiJ.struction.com .. Charlie Carter .RCE #61968 t!X. · Reviewer Name Certification # Reviewer's Sign,ature · Reviewed Distribution: City of-Carlsbad 3 9 8 0 H o,m e Ave nu e + S an Die g o, CA 9 2 1 0 5 + 6 1 9 -5 5 0 -1 7 0 0 + FAX 6 1 9 -5 5 0 -1 7 0 1 !N CHRISTIAN WHEELER. ENGINEER.ING FIELD RE PO.RT City of ·car\sbad oc, o 5 7-0i5 -.. , n11'.1C-i D N\S\ON Project Name Callaway Goif HQ .CWE# I-' 2150456 i,., - Date: 9/12/15 j Page 1 of 1 Project Address 2180 Rutherford Road, Carlsbad, CA ·Permit# CB150700500 Project File # -· Contractor Prevost Architect SCA Subcontractor HR Steel Engjneer Prime Structural Engineers D Reinforced Concret~ D ·Pre-Stress~d <:;oncret!" . D Reinforced M~si;,,nry D Ep9::1."}' Anch9rs D Shop Welding ~ Field Welding D B:igh Strength Bolts D Non-Destructive Testing D Mechanical Anchors D Fireproofing D Wood/Metal Sl1ear D Waterproofing ti Footing Observation q Asphalt Obs/Testing D Soil Obs/T:esting [j Roofing D Building Envelope D Material/Equipment: Welding filler metal: E71T-8 FCAW Arrived on site, as requested, to provide the following service!?: Special inspection, periodic weld inspection .perfo1med at new mezzanine frame. NOTED DISCREPANCIES -The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for·approval: NOTICE: Unless otherwise stated, the work obserl'ed was, to the best of my knowledge, in compliance with the approved project documents. It should be noted that th work reported as being observed, tested, and opinions e"-pressed are solely for the benefit of our client and that our presence and the services provided do not relieve the contractor from its obligation ·to meet contractual requirements. RickRiewer SD #237 /ICC #1067771 "KS-~ Inspector/Technician Name Certification # Jnspector72 ec73mczan's "Signature Initial Di~trib11tion: .jeff@prevostconstruction.com - Charlie Ca1ter RCE #61968 !IX Reviewer Name ·, Certification # "R,eviewer s 'Stgnalure Reviewed Distribution: City of Carlsbac! 3980 Home Avenue+ San Diego, CA 92105 ,+ 619-550-1700 + FAX ·619-550-1701 w CHRISTIAN WHEELER. ENGINEER.ING COMPRESSIVE STRENGTH TEST RESULTS Job Name: Callaway Golf Headquarters, TI CWE#: Job Address: Contractor: • Sul:!contractor: 2180 Rutherford Road, Carlsbad, CA "'-Ji/Wit#: t\S'-'"° · Prevost c\\j Q' ca Architect: F.l~mmg and Sons (JC,\ \ ~ 7..~\SEngineer: · 1, ·,s\O~ \J\\..D\NG Q' J . Interior floor slab .cutaQUts e Supplier: Test Location: Req. Strength: 3000 psi Mix#: [)ate Sampled: 9-11a15 Adrhixture(s): Date Received: 9-14-15 Sampled by: Tested by:· Sample Type: Notes: Sample# 9382 9383 9384 9385 .. ML NS 4" x 8" cylinder Date Tested 9~18-15 10-09-15 10-09-15 10-09-15 Truck#: ---=--·-· .. -. -----· Mix Temp: Sh,imp: Miri in Mixer: Age (days) Area (sq. inches) 7 12.566 28 12.566 28 12.566 28 12.566 2150456 /!sD 7S-O CB r5-Q700500 Plan File #: SCA Prim<;! Structural Engineers Superior 867P 033 Ticket#: 291687 -" -----~---~ . ---------· -. - 90° Air Temp: 78° 7½" %Air: 45 Wet Unit Wt: Maximum Load Comp. Strength Fracture Type (lbs.) (psi) 27,720 2,210 5 41,740 3,320 3 40;830 3,250 3 41,590 3,310 5 The s9impling, handling, curing.and compressive strength testing were performed·by Christian Wheeler Engineering in accordance with the applicable ASTM standards. No other Warranties, express or implied. I Distribution: eds@callawaygolf.com jeff@prevostconstruction.com City of Carlsbad Supplier r,,,.2 Well-fonntd cone oo one tnd,vertlcalcracksrunnlng '"""91 cap< now"1-<1111ined cone on olfier end Reviewed·by: ~ DD D T)1le4 OiagonalfracturewiUl.no a-acklflglt]roughends; tap wilh hammer Ip dlshngulsh from Typa 1 T!Pe5 SkfafracturesaHopor bottom (OCCtl' commonly WJ!hunbondedcaps} Type, SimflartoTypeSbutend Of~ IS polllled 3980 Home Avenue+ San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 FIELD REPORT Project Name Callaway Tl Project Address 21-80 Rutherford Rd., Carlsbad Contractor Prevost const. Subcontractor Fleming and Sons ·w CHRJ$1IAN WHEELER. ENGINEER.ING .. CWE# Permit# Arqbitect Engineer 2150456 City of Carlsbad OCT O 5 2015 BU\LDING DIVISION Date: 9/11/15 I Page CB150700500 Project File # 1 of 1 X Reinforced Concrete D Pre-Stressed ·Concrete d ;Reinforc~d Mag<:>nry Epo"'-y Anchors D Shop Welding D Field Welding D High S ttength Bolt~ D -~on-Destructive Testing D Mechanical Anchors [] Fireproofing D Wood/Metal Shear D Waterproofing D Footing ObserYati_on D Asphalt Obs/Testing Soil Obs/Testing D ,Roofing D Building Envelope Material/Equipment: Concrete: Superior's 8671? -3000psi Arrived on.site, as requested, to·provide the following services: Provided special inspecJion during the placement of concrete at interior floor .slab cut-outs. Approximately 9 .5 cubic y\lfds of Superior's 867P-3000psi mix were placed-by trailerpump and manually consolidated. CWE cast one set of four 4" x 8" cylinders for compressive strength testing-3000psi mix required. Work c;ompleted was found to be in substantial conformance with approved project documents. CWE is on-call. NOTED DISCREPANCIES -The items noted below were observed to be -ip. non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None NOTICE: Unless othenvise stated, the work obserYed was, to the b~st of my knowledge, in compliance with the approved project-documents. It should be noted that the work reported as _being obserYed, tested, and opinions e"'-pressed are solely for the benefit of our client and that our presence and the serYices provided do not relieve the contractor from its obligation .to meet contractual i!!quirements. - ICC #8254061 k Jv.lichael Luciano Cicy: of SD #1268 Inspector/Tecbnician Name Certification # l. W~etor/Tecbnician's Signature Initial Distribution: jeff@prevostconstruction.com · Charlie.Carter RCE #61968 tt:N! Reviewer Name Gertification # Revie'l!ler's Signature Reviewed Distribution: City of Carlsbad 3980 Home Avenue+ San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1'701 FIELD REPORT Project Name Callaway GolfHQ Project Address -21.80 Rutherford, Carlsbad, CA Contractor Prevost w CHRISTIAN WHEELER ENGINEER.ING CWE# Permit,# , Arc_hitect 2150456 CB150700500 SCA City of Carlsbad OCT O 5 2015 QI Ill nlN~ n!VISION · Date: 9/10/15 I Page 1 of 1 Project File # Subcontractor HR Steel Engirieer Prime Structural Engineers - D Reinforced Concrete [j Pre-Streeyse~ Concrete D Reinfo~ced Masomy D Epo:s.-y An.chars D Shop Welding ~ Field Welding D High Strength Bolts D No11-Destructive Testing 0 Mechanical Anchors D Fu:eproofing D Wood/Metal Shear D Waterproofing [] Footing Observation D Asphalt Obs/Testing d Soil Obs/Testing D Roofing. D Building EnYelope D Material/Equipment: Filler Metal: E71 T-8 FCAW. · Arrived on site, as requested, to provide the following ser-vices: Special inspection during field welding. Certified welders: A1turo Lazalde FCA W Raul Ma1').Zo FCA W Filler Metal: E71T-8 FC.AW. HSS 4 x 4 x ¼ tube relocated at new roof opening for equipment. Tubes set al}d tack welded. Tubes welded 3 sides per detail 8 sheet SD2. 5 each tubes welded at East end to open web joist per approved detail 8/ SD2 Welds at this end are complete and visually satisfacto1y. Work and P1aterials comply with specified requirement. 5 each tubes at West end ~re in progress. At new mezzanine frame at new showroom addition, vertical tube columns were set and ml,\de plumb. It was noted that existing tube steel, present railing attaches to will interfere with mezzanine decking. 4hrs NOTED DISCREPANCIES -The items noted below were-observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NOTICE: Unless 9therwise stated, the work obsen,ed was, to the best of my' .knowledge, in compliance with the approved project documents. It should. be noted that the work reported as being observed, tested, and opinions expressed are solely for the benefit of our.client and that our presence and the services provided do not relieve the contractor from its oblig:ition t9 tpeet contractuql requirements. Rick Riewer SD #237 /ICC #1067771 ~1,_~ InspectorfT.echnician Name Certification # 1nspeclor71 ecr.mician's 'Signatttre Initial Distribution: jeff@pi:evostconstruction.com tt:N! ' Charlie Carter RCE #61968 Reviewer Name Certification # Reviewer's Signalure Reviewed Distribution: City of Carlsbad 3980 Home-Avenue+ San Diego, CA 92105 + 619°550-1700 + FAX 619-550-1701 ·w CHR.ISTIAN WHEELER. ENGINEER.ING FIELD REPORT Project Name · Callaway GolfHQ ~ CWE# . Project Address 2180 Rutherford, Carlsbad; CA Permit# Co.ntractor Prevost. Architect .. 2150456 CB150700500 SCA · City of Carlsbad OC1 O 5 20i5 ---"' t . nfil.l\W);\)'\'? urp~;---1 °0£1 Project File # . Subcontractor -Engineer Prime Structural Engineers D Rei1,1fo,ced Concrete D P,;e-Stressed Conc:rete D Reinfo,:ced Masonry D Epm,·y Arichors D Shop Welding D Field Welding D }Iigh Strength Bolts D Non-Destructive Testing D Mechanical Anchors D Fireproofing D Wood/Metal Shear D Waterproofing D Footing Observation [] Asphalt Obs/Testing D Soil Obs/Testing .. D Roofing D Building Envelope D Material/Equipment: Arrived,on site, as requested, to provide the following services: Special inspection during field welding of channel track 12 Gauge per sheet St, detail 2 Welds begun at north end of_gridline 1_3.5. I Visttally inspect complc;:ted welds. Welds comply with approved detail. 4hrs NOTEO DISCREPANCIES -The items no.ted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: NOTICE: Unless otherwise stated, the work observed was, i:o the best ofmy knowledge, in: compliance \vith the approved project documen_ts. It should be noted that the work reported as being obsen,ed;tested, and opinfons-e>.-pressed are solely for-the benefit of our client and that our presence and the services provided do not relieve the contractor.from its obligation to meet c:on_tractuahequ:irements. Rick Riewer SD #237 /ICC #1067771 1K1-~ . Inspectorllechnicfan Name Certification # 1nspecior7i ec'Emctan's.'Signature Initial Distribution: jeff@prevostconstruction,com ~ Charlie Carter RCE #61968 ··a·_ Reviewer Name Certification # . Reviewers 'Signalure Reviewed Distribution; City of Carlsbacl 3 9 8 0 Ho m-e Avenue + San Diego, CA 9 21 0 5 + 61 9 - 5 5 0-170 0 + FAX 61 9 - 5 5 0 -1 7 0 1 ·w CHRISTIAN WHEaER ENGINEER.ING City of Car\sbad OC1 0 5 '2.0i5 FIELD REPORT .--, ,., n1r--1r.. D \V\S\ON '-'"' I Page Project Name Callaway Golf HQ CWE# 2150456 Date: 9/8/15 1 of 1 Project-Address 2180 Rutherford, Carlsbad, CA Pennit# CB150700500 Project File # · Contractor Prevost . Architect SCA . Subcontractor Engineer Prime Structural Engineers . , D Reinforced Concrete D Pre-Stres~ed Copcrete D Reinforced Masonry D Epoi--y Anchors D Shop Welding lg] Field Welding D Fugh Strength Bolts D Non-Destructive Testing_ D Mechanical Anchors D Fireproofing D Wood/Metal Shear D Waterproofing D Footmg Observation D Asphalt Obs/Testing D Soil Obs/Testing D Ro_ofing D Building Envelope D Material/Equipment: Filler Metal: E71T-11 FCAW. Arrived on site, as requested, to provide the following services: Special inspection. Verify certified welder for light gauge AWS Dl.3 Begin welding at grid line 14.5 approximately 12 gauge hat channel to underside of exi~ting steel roof deck. Reference sheet S1 detail 2 1/16" fillet weld, 1" length at 12" on center. Visually I~spect completed welds, welds are satisfacto1y. Note: it was noted that gaps did occur between track chan.nel and deck flute. Solution, is to use shims to fill gap. 4hrs. NOTED DISCREPANCIES -The items noted below were observed .to be in non-conformance with the approved project documents and will require correction or the design.engineer's review for approval: NOTICE: Unless otherwise stated, the work observed was, to the best of my knO\v)edge, "in-compliance ,yith the approved project documents. It should be noted that the -work reported as being observed, tested, and opirµons ei--pressed are solely for the benefit of our client llnd that our p,cesence and the services provided do not relieve the contractor fro,;n its obligation to meet contractual requii:ef!1ents. · Rick Riewer · SD #237 /ICC #1067771 ~1-~ Inspector/Technician Name Certification # 1nspector72 ecvmczan's -Signature Initial Distribution: jeff@prevostconstruction.com Charlie Carter RCE #61968 (I$. Reviewer Name Certification # . Reviewer's Szgna·lure Reviewed Distribution: City of Carlsbad 3980 Home Avem1.e + San Diego, CA 92105 + 619-550-1700 + FAX 619.-550-1701 >1 ,, w CHRISTIAN WHEELER. - ENGINEERING City of car\soad OC1 \) 5 2Gi5 COMPRESSIVE STR~NGTH TEST RESULTS NG oiV\StON 3U\LD\ Job Name: -Job Address: Contractor: Subcontractor; T(ilst Loc.ation: Req. Strength: Date Sampled: Date Received: Sampled; by: Tested-by: Sample Type, Notes: Sample# -9083 9084 9085 9086 Callaway Golf Headquarters, TI 2180 Rutherford Road, Carlsbad, CA Prevost -Spread footing at new mezzaine 3000 psi -9~2~15 9-3-15 RSR· NS 4" x 8" cylinder Da\e Tested Age (days) .. , , 9-9-15 7 ~M0-15 28 9-30-15 28 - 9-30-15 28 ' CWE#: Permit#: Architect: Engineer: Supplier; Mix#: -AdniTxture(s): Truck#: Mix Temp: Slump: Min in Mixer: Area (sq. inches) 12.566 12.566 12.566 12.566 2150456 CB 1507B0501° SCA Plan File#: Prime Structural Engineers Job mix from pre bagged Sakrete high strength concrete mix Ticket#: 12° Air Temp: %Air: Wheel barrow mix Wet Unit Wt: Maximum Lciad Comp. Strength. (lbs.). (gsi) 37;97.o 3,020 - 52,100 4,150 53,090 4,230 52,770 4,200 I 67° Fracture Type 4 3 1 3, -... The sampling, handling, cunng and compressive strength·testmg were performed by Chnst1an Wheeler Engmeenng m accordance with the applicable ASTM standards. No other warranties, express or implied. · Distribution: eds@callawaygol£com jeff@prevostconstruction.com City of Carlsbad Supplier ~ DD D Reviewed.by: T!P84 O!agonalfractuiew!lhoo crecklnrilhroughends; lapwilhffill)1111orto tllstlngulshfromTypa1 Michael 13: Wheeier, ACE #45358 I\,' Types Slderracturesa!!opor bot1om(or.corcocom011ty wi\h unborn:led"caps} Typ,~ SlmllartoType5bulepd ofC)"lindcrispoinled 3980 Home Aven·ue-+-San Diego, CA 92105 -+-~19-550-1700-+-FAX 619-550-1701 ·w CHR.ISTIAN WHEaER. ENGINEER.ING FIELD REPORT Project.Name Callaway Golf Hq CWE# Project Address 2180 Rutherford, Carlsbacl, CA Permit# Contractor Prevost ·Architect 2150456 CB150700500 SCA C\t)f of Ca?\sbad QC,1 \} 5 '2.G\5 ,, n1!>.lr.. o\\/\c:.\ON '\J~ _pu•-· Date: 9/2/15 j Page 1 of 1 froject File # Subcontractor Engineer Prime Structural Engineers '.D Reinforced <;:on~rete tJ Pre-Stressed C<Jncrete D Reinforced Maspnry D Epm,·y Anchors D Shop Welding D Field Welding D High Strength ]3olts D . Non-Destructive Testing 0 Mechanical Anchors D Firepwofing D Wood/Metal Shear D Waterproofing 0 Footing Observation ti Asphalt <Jbs/Testing D Soil Ob.s/Testing D Roofing D Building Envelope D Material/Equipment: Sakrete high strength concrete mix. Arrived on site, as req11cested, to ,provide the following services: Special inspection during placement of job mix concrete into pad footing at new mezzanine at new showroom. Concrete was a hand ,:pix pre bagged Sakrete. High strength concrete mix. Placed in sati.sfactoiy manner into the two pad footings. Strength test speci111ens were made, field tests were performed. Work and materials were found to comply with required specification. 4hrs. - - NOTED DISCREPA_NCIES -The items p.oted below.were observed to be i'n non~conformanc:e with the approved project documents and will require correction or the design engineer's review for approval: NOTICE: Unless otherwise stated, the work observed was, to the best of my ·knowledge, in compliance with the approved project documents. It should be noted that the work reported as being-observed, tested, and opinions expressed are solely for the benefit ofour client and that our presence and the services provided do not relieve the contractor f,:om its obligation to meet _contractual requirelI)ents. Rick Riewer SD #237 /ICC #1067771 "K]_~ Inspector/Technician Name Certification # 2nspector72 ec"Emcian's Signature - Initial Distribution: jeff@pn;vostconstruction.com 'Charlie Carter RCE#61968 Jt!X. Certification-# l Reviewer s Stgn~lure Reviewer Name Reviewed Distribution: City of Carlsbad 3 9 8 0 Home Avenue + S.a n Diego, CA 9 21 0 5 + 6 1 9 -5 5 0 -170 0 + FAX 61 9 -5 5 0 -1 7 0 1 ·w CHRISTIAN WHEaER. ENGINEERING FIELD REPORT C\ty of car\sbad GC1 0 5 '2.0\5 r, tn n\ NG Q\V\SION -I Page Project Name Callaway Golf HQ CWE# 2150456 Date: 9/1/15 1 of 1 Project Address 2180 Rutherford, Carlsbad, CA Permit# CB150700500 Project File # · Contractor Prevost 'Arc!iitect SCA Sitbcontractor 'Engineer Prime Structural Engineers tJ D --D 121 Reinforced·C:ontrete D Pre-Stressed C:oncrete R~inforced ]l,;[,isc;,nry Epo:,,.-y .Anchors D ~hop Welding Field Welding D High Strength Bolts D Non-Destructive Testing D Mechanical Anchors D Fireproofing D Wood/Metal Shear D Waterproofing D Footing Observation D Asphalt Obs/Testing D Soil Obs/Testing D Roofing d Building Envelope D Mat~rial/Equipment: Reinforcing steel: ASTM A615 Arrived on site, as requeste_d, to provide the following servic¢s: Special inspection. Inspect reinforcing steel mat at 2 each pad footings, for new mezzanine columns. Reference detail 3 sheet SD1. This is for new showroom. Footings were cle_an and debris free. Reinforcing steel mat of single layer bar is per the listed approved detail. Reinforcing mat is in place, elevated, upo11-3" dobies. Footings are complete and ready for concrete placement. ,- : NOTED DISCREPANCIES -The items noted below were observed to:be in non°conformance with the approved project documents and will require correction or the design engineer's review for approval: - NOTICE: Unless otherwise stated, tlie work obsei:ved ,was, to the best of my knowledge,-in.compliance with the approved project documents. It should be noted that the work reported as being obserYed, tested, and opinions expressed are solely for the bene(it of our client and that our presence and the services provided do not relieve the contractor from its obligation to n;ieet contractual requirements. -, Rick Riewer SD #237 /ICC #1067771 ~]_~ Inspector/Technician Name Certification # : ]nspector72 ecvmcian's -Signature ' Initial Distribution: jeff@prevostconstruction.com Charlie Carter RCE #61968 ttK." Reviewer Name Certification # 'Reviewer's -Stgnalure Reviewed Distribution: City of Carlsbad 3 9 8 0 Home Avenue + San Diego, CA 9 2 1 0 5 + 61 9 - 5 5·0 -1 7 0 0 + FAX 61 9 - 5 5 0 -1 7 0 1 DATE: AUG.28,2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-0750 EsGU Corporation In <Partnersli.ip witli government for (JJui(aing Safety SET: III PROJECT ADDRESS: 2180 RUTHERFORD ROAD PROJECT NAME: CALLAWAY (T.I. &'MEZZANINE ADDITION) LICANT IS. CJ PLAN REVIEWER CJ FILE ~ The plans transmitted herewith have been correctec;I 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 re.solved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ANDREW TARANGO C/O SMITH CONSUL TING AIA ~ 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: ANDREW Telephone#: 858-793-4777 Date contacted: (by: ) Email: andrewt@sca-sd.com Mail Telephone Fax In Person D REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA D EJ D MB D PC 8/20 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: AUG.06,2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-0750 EsGil Corporation In <Partners/Up wit/i, qovernment for (]Jui{aing Safety SET: II PROJECT ADDRESS: 2180 RUTHERFORD ROAD PROJECT NAME: CALLAWAY (T.I. & MEZZANINE ADDITION) D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW 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: ANDREW TARANGO C/O SMITH CONSUL TING AIA D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ANDREW Telephone#: 858-793-4777 Date contacted: f .;('~ (by:c/() Email: andrewt@sca-sd.com { Mail X Telephon~ ~ Fax In Person ~ REMARKS: Please see attached for remaining items from previous list. By: ALI SADRE, S.E. Enclosures: EsGil Corporation !XI GA O EJ !XI MB O PC 7/30 9320 Chesapeake Drive, Suite 208 + San Diego, Californi~ 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 15-0750 AUG. 06, 2015 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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. 2. 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. 3. Sliding doors are not permitted as exit doors, unless meeting the special provisions in Section 1008.1.4. See door 148C on Sheet A 1, near grid line 12.2. Also include 148C on door schedule & door elevations, Sheet A7. What do you mean: "We don't have a sliding door on this project"? • MISCELLANEOUS ITEMS 4. Please see attached for P/M/E items. 5. 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 ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD 15-0750 AUG. 06, 2015 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 150750 PLAN REVIEWER: Glen Adamek :OATE: 8/6/2015 SET: II GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the .person responsible for their preparation, even though there are no structural changes, 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. 3. No response provided. Clearly show the Control Area fire rated separation limits on the plans. 4. No response provided. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 6. The following has not been corrected on the drawings. Provide calculations to show compliance with 2013 CPC, Section 422 & Table 422.1. (Minimum Plumbing Facilities). Not the 201 O CPC as noted on sheet P0.1. Also, address the following as per the 2013 CPC: B) The plans do not show the required draining fountains. Water stations may not be used in place of required drinking fountains. As per CPC, Section 415.2: "Where food is consumed indoors, water stations shall be permitted to be substituted for drinking fountains." The office, manufacturing areas and warehouse areas may not substitute water stations for drinking fountains. Show the required drinking fountain. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) Mechanical plans substantially comply with the jurisdiction's mechanical codes. 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. ' ' • CARLSBAD 15..:0750 AUG. 06, 2015 ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 1. Feeder and conduit size to "14CH" are undersized for the 1200 ampere existing overcurrent device feeding the bus. Feeder schedule shows #3/0 phase wire panel 14CH fed from a 1200 amp source. 3. Show exit signs on the lighting plan(s) at all required exits and specify power source as self-luminous or having a second source of power (battery or generator). This is required when two exits are required per CBC Section 1011 & 1011.5.3. Exit lights should be provided for and match the exiting plan AX1. Areas such as room 148 exit signs shown there not indicated on the electrical plans. 4. Show on the lighting plans the required emergency illumination at the "Means of Egress" per CBC Section 1006. The emergency illumination for the means of egress shall provide a min . .of 1 foot-candle of emergency illumination at the floor level. Specify a second source of power for the emergency illumination (battery or generator). Emergency illumination is required at corridors, stair enclosures, exit passageways and at exit doors and exterior exit door landings where the building is required to have two or more exits. The open offices emergency lighting F.C. levels not shown. CBC Section 1006.3. Emergency lighting should be provided to ensure entire exiting path as shown on exiting plan AX1 is provided. Note: If you have any questions regarding this Electrical and 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. -. DATE: MARCH 23, 2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-0750 EsGil Corporati·on In <Partners/Up witli (jovemment for <BuiCaing Safety SET:I PROJECT ADDRESS: 2180 RUTHERFORD ROAD PROJECT NAME: CALLAWAY (T.I. & MEZZANINE ADDITION) Cl./'-PPLICANT ~ JURIS. Cl PLAN REVIEWER Cl FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. · D The plans transmitted herewith will substantially comply with the jurisdiction's 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. r::gj 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. r::gj The applicant's copy of the check list has been sent to: ANDREW TARANGO C/O SMITH CONSUL TING AIA D EsGil Corporation staff did not advise the applicant that the plan check has been completed. r::gj EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ANDREW Telephone#: 858-793-4777 L D~te contacted6 }~5 (by:f't+-Email: andrewt@sca-sd.com -'b Mail a;1ephon~ Fax In Person D REMAR~\/'r---., By: ALI SADRE, S.E. Enclosures: EsGil Corporation ~ GA D EJ IZI MB D PC 3/12 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 15-0750 MARCH 23, 2015 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-0750 PROJECT ADDRESS: 2180 RUTHERFORD ROAD CONSTRUCTION = V-B; OCCUPANCY= B/S1/F1; HEIGHT= 30'; STORIES= TWO; AREA= 253,271 (TOTAL); MEZZ ADD= 368; T.I. AREA= 23,021; ALLOWABLE AREAS= UNLIMITED DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 3/12 MARCH 23, 2015 REVIEWED BY: ALI SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International 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. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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. CARLSBAD 15-0750 MARCH 23, 2015 • To facilitate reche.cking, 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. • 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 cha·nges, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 1. 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 IBC Tables 307.1(1) and 307.1(2). 2. Sliding doors are not permitted as exit doors, unless meeting the special provisions in Section 1008.1.4. See door 148C on Sheet A 1. 3. Where are doors 105A & 107 A, as per door schedule, called out on floor plans? 4. Specify on the window schedule the glass type and thickness to show compliance with Section 2404. This applies to all new glazing under this permit.. 5. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: As per previous item. a) Fixed and openable panels of door assemblies. b) Fixed or operable panels adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. c) Individual fixed or operable panels that meet all of the following conditions: i) Exposed area of an individual pane is greater than 9 square feet, and: ii) Exposed bottom edge is less than 18 inches above the floor, and: iii) Exposed top edge is greater than 36 inches above the floor, and: iv) One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. • STRUCTURAL 6. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1 ): • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. • Seismic design data. The following information should be provided. (Section 1603.1.5) o Basic seismic-force-resisting system(s) o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. CARLSBAD 15-0750 MARCH 23, 2015 • MISCELLANEOUS ITEMS 7. Please see attached for P/M/E items. 8. 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 ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD 15-0750 MARCH 23, 2015 PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 150750 PLAN REVIEWER: Glen Adamek DATE: 3/19/2015 SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, 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. "The Callaway Golf HQ Building-Control Area 1. (Addition Of Repairs & Facilities) Hazardous Materials Report", dated November 25, 2015 by Klausbruckner and Associates, on Page ii, the Disclaimer clearly states: "Verification of compliance with the code requirements and provisions addressed herein is outside the scope of this report." The CBC, Section 414.1.3 seems to required the Report to show: "The methods of protection from such hazards, including but not limited to control areas, fire protection systems and Group H occupancies shall be indicated in the report and on the construction documents." Where in the construction documents and in the Report is this clearly shown? Please provide a hazardous material opinion/ report as per CBC, Section 414.1.3. Provide data 6n the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1 (1) and 307.1 (2). a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMG Chapter 5. e) A complete plan review will be done when the complete hazardous material opinion and report is provided. 3. Clearly show the Control Area fire rated separation limits. 4. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report. 5. Fire Department to review the separations of the separation of the welding table and the spray booth. CARLSBAD 15-0750 MARCH 23, 2015 PLUMBING (2013 CALIFORNIA PLUMBING CODE) 6. Provide calculations to show compliance with 2013 CPC, Section 422 & Table 422.1. (Minimum Plumbing Facilities). Not the 2010 CPC as noted on sheet P0.1. Also, address the following as per the 2013 CPC: a) The required service sink or mop sink is not addressed on sheet P0.1. b) As per CPC, Section 415.2: "Where food is consumed indoors, water stations shall be permitted to be substituted for drinking fountains." The office, manufacturing areas and warehouse areas may not substitute water stations for drinking fountains. Show the required drinking fountain. 7. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. Provide data on existing and new water demands and water line sizing from the public water meter to new plumbing fixtures. Provide a pipe sizing table. 8. Floors shall slope to the new floor drain(s) location(s). Please detail on the architectural floor plans. CPC 418.5 9. Detail how the floor drain trap seal is to be maintained. CPC 1007.0 10. Hot water recirculating loop systems requirements (Not single family homes): 2013 CEC 110.3Detail the following: a) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. b) A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. c) A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 11. On the NRCC-MCH-03-E form in the energy design please cross reference the outside air for each of the HVAC units and VAV boxes showing the required mechanical ventilation rates for the new or revised conditioned spaces. Coordinate the mechanical and the Title 24 forms outside air design. Title 24 121 (b)2 & (d). 12. Please provide plans and details of each of the proposed spray booths: a) The ventilation air supply shall be sufficient to provide make-up air for exhaust systems. Provide an air balance schedule and specify all exhaust and make-up air systems that are required to be electrically interlocked. CMC 505.3 b) Please provide the cut-sheets, installation instructions and listing data for spray booths. CARLSBAD 15-0750 MARCH 23, 2015 c) Please provide a list of proposed materials to be used in each separate spray booths. Solvents, paints, and any other materials. d) Clearly show the exhaust duct material and gage used for each duct size. CMG Tables 506.2(1) and/or 506.2(2). e) Clearly show the exhaust duct material and gage used for each duct size. CMG Tables 506.2(1) and/or 506.2(2). f) Detail duct fire protection as per CMG, Section 506.6. g) Detail clearances from combustibles as per CMG, Section 506.7 h) Detail protection from physical damage as per CMG 506.8. 13. Please provide complete plans and details of the two new dust collection systems: a) Please provide the cut-sheets, installation instructions and listing data each dust collection unit. Also, show maximum capacity of each dust collection unit. b) Please explain why the exhaust systems for the two table saws are not dust collection systems. c) Please provide a list of proposed materials to be collected by each separate dust collection system. d) Clearly show the duct materials are suitable for the intended use. CMG, Section 506.1 e) Show the designs of the Motors, Fans and Filters to comply with CMG, Section 503.0. f) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. CMG, Section 505.1 g) Incompatible materials shall not be conveyed in the same system. CMG, Section 505.1.1. h) The ventilation air supply shall be sufficient to provide make-up air for exhaust systems. Provide an air balance schedule and specify all exhaust and make-up air systems that are required to be electrically interlocked. CMG 505.3 i) · Clearly show the sizes of each duct section. j) Detail minimum duct conveying velocities as per CMG 505.2 and Table 505.2. Please provide the calculations for each separate duct section. k) Please show the required duct cleanouts on the required duct system for each separate dust collection system as per CMG Section 506.3. I) Detail required explosion venting of dust collection systems as per CMG, Section 506.4. m) Clearly show the exhaust duct material and gage used for each duct size. CMG Tables 506.2(1) and/or 506.2(2). n) Detail duct support as per CMG, Section 506.5. o) Detail duct fire protection as per CMG, Section 506.6. CARLSBAD 15-0750 MARCH 23, 2015 p) Detail clearances from combustibles as per CMC, Section 506.7 q) Detail protection from physical oamage as per CMC 506.8. r) Detail the exhaust outlet clearances as per CMC 506.9. 14. Please provide complete plans and details of the welding table, detailing area, & all other exhaust system: · a) Please provide a list of proposed materials to be used in each separate exhaust system. b) Show the. designs of the Motors, Fans and Filters to comply with CMC, Section 503.0. c) Incompatible materials shall not be conveyed in the same system. CMC, Section 505.1.1. d) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. CMC, Section 505.1 e) Detail minimum duct conveying velocities as per CMC 505.2 and Table 505.2. f) Clearly show the exhaust duct material and gage used for each duct size. CMC Tables 506.2(1) and/or 506.2(2). g) The ventilation air supply shall be sufficient to provide make-up air for exhaust systems. Provide an air balance schedule and specify all exhaust and make-up air systems that are required to be electrically interlocked. CMC 505.3 h) Detail duct support as per CMC, Section 506.5. i) Detail duct fittings as per CMC Section 506.3. j) Detail duct cleanouts as per CMC Section 506.3. k) Detail protection from physical damage as per CMC 506.8. I) Detail the exhaust outlet clearances as per CMC 506.9. 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. CARLSBAD 15-0750 MARCH 23, 2015 ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 1. Feeder and conduit size to "14CH" are undersized for the 1200 ampere existing overcurrent device feeding the bus. 1. Please specify the secondary ground system for the transformer. NEC(CEC) 250.30 2. Show the "nearest electrode" used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC(CEC) 250.30(A) (7) 3. Show exit signs on the lighting plan(s) at all required exits and specify power source as self-luminous or having a second source of power (battery or generator). This is required when two exits are required per CBC Section 1011 & 1011.5.3. 4. ·Show on the lighting plans the required emergency illumination at the "Means of Egress" per CBC Section 1006. The emergency illumination for the means of egress shall provide a min. of 1 foot-candle of emergency illumination at the floor level. Specify a second source of power for the emergency illumination (battery or generator). Emergency illumination is required at corridors, stair enclosures, exit passageways and at exit doors and exterior exit door landings where the building is required to have two or more exits. The open offices emergency lighting F.C. levels not shown. CBC Section 1006.3. Note: If you have any questions regarding this Electrical and 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. t ( > lt CARLSBAD 15-0750 MARCH 23, 2015 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. PLAN CHECK NO.: 15-0750 DATE: MARCH 23, 2015 BUILDING ADDRESS: 2180 RUTHERFORD ROAD BUILDING OCCUPANCY: B/Sl/Fl; V-B/ SPR. BUILDING AREA Valuation Reg. PORTION ( Sq. Ft.) Multiplier Mod. T.I. 23021 ADD. 368 Ai(Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance P,lan Check Fee by Ordinance Type of Review: 0 Complete Review VALUE D Structural Only D Repetitive Fee C3 Repeats D Other 0 Hourly EsGil Fee i--------ir @ • ($) 1,033,187 $3,601.171 $2,340.761 $2,016.661 _q.~~l!l~nt~-:,. ;In additior:i~ tqJhe ?b.Qye .~~e;.~n-_a_ctq~t9J't~Lle~~o{$§)S)~_·p_u~ {i~h_ol:lf @:_$.~§[hr;.); fqr !he..P~JQr.e.~n .f¢Vi~w. Sheet 1 of 1 macvalue.doc + Jf~½-~-------------------------~--------.......... /4f~.':. ~--"-'J·> · ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANS MITT AL Community & Economic Dev-elopment Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE:03/16/2015 PROJECT NAME: CALLAWAYTI . PROJECT ID: CB150750 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2180 RUTHERFORD ROAD APN: 212-070-25-00 VALUATl'O.N: $1,033,187 This plan check review ·is complete and has been APPROVED by the ENGINEERING Division. By: V!\LRAY NELSON A Final Inspection by the ENGINEERING · Division is required Yes ./. No : This plan check review is NOT COMPLETE. Items missing. or incorrect are listed on -the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to.: ANDREW@SCA-SD.COM You may also have corrections from one or more of_the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer_ as marked: , . ,. . . .. PLANNIN.G · 'ENGINEERlNG ---"i=iF{'E PR·EVEN-TfON.· : ,, ·. ,•' 760-602-46±0 760-602•2750 -760~602-4665" · r . -,. -... :, ' \' Chris Sexton Kathleen Lawrence Greg Ryan 760~602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov . - Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ./ ValRay Marshall Dominic Fieri 760-602-2773 760-602-4664 ValRay.Marshall@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: c,. \~ )I ,......----------------------------· -·-·--···--· ..... . «~:}, ~ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenu·e 760-602-2750 www.carlsbadca.gov ENGINE.ERi NG Plan Check for C8150750 Date: 03/16/2015 Project Address: 2180 RUTHERFORD ROAD APN: 212-070-25-00 . . . · Tl 11,622 SF WAREHOUSE TO MANUFACTURING ProJeGt Description: 11,399 SF WAREHOUSE TO OFFICE Valuation: $1,033, 187 ENGINEERING Contact : VALRA Y NELSON Phone: 760-602-27 41 0 RESIDENTIAL INTf:RIOR C! RES(DENTIAL ADDITION MINOR (<$20,000.00) f-1 CARLSBAD PREMIER OUTLETS O0THER: GYM Email: VAL RAY .MARSHALL@CARLSBADCA.GOV Fax: 760-602-1052 LlJTENANTIMPROVEMENT 0 PLAZA CAMINO REAL 0 COMPLETE OFFICE BUILDING r ........... ~ .. --.. ~ .. -.. --.......... --~·~ ~ .. --.. ~ . ·. ---.". -, . ·--.. ----.. -.. ~ .. --.. , . . OFFICIAL USE ONLY . I I I ENGINEERING AUTHORIZATION TO ISSUE Bl:JILDING PERMIT BY, VALRAY NELSON REMARKS: Tl 11,622 SF WAREHOUSE TO MANUFACTURING 11,399 SF WAREHOUSE TO OFFICE DATE:03/16/2015 .. Notification of Engineering APPROVAL has.been sent to ANDREW@SCA.;SD·.COM . via VALRAY.MARSHALL@CARLSBADCA.GOV on 03/1-6/2015 :I :I J -·-··---··--··-··-··-··-··-· ··-··-·-·-··----···......,..··-···-··-···-··-··-·· E-36 Page 1 df 1 REV 4/30/11 - Fee Calculation Worksheet ENGINEERING DIVISION . ,-. -·-··· Prepared by: VALRAY-NELSON Da:te: 03/16/2015 GEO DATA: LFMZ: / B&T: Address: 2180 RUTHERFORD ROAD Bldg. Permit#: CB150750 Fees Update by: Date: 03/1612015 Fees Update by: Date: 03/16/20ti . -. --, . ~ --. --~ ~ . . , - !;DU CALCULATIONS: List types and square footages for all uses. Types of Use: MANUFACTURING Sq.Ft./Units 11622/5000 Types ofUse: OFFICE Types of Use: Types of Use:. Sq.Ft/Units 11399/1800 Sq.Ft/Units Sq.Pt/Units ADT CALCULATIONS: List types and sql!are footages for all uses. Types of Use: MANUFACTURING Sq.Ft./Units 20/1000 Types of Use: Sq.Ft/Units Types of Use: Sq.Ft/Units Types of Use: Sq.Ft/Units FEES REQUIRED: !:DU'S: 4.05 EDU's: 4:05 CR INCLUDED EDU's: EDU's: .ADT'S: 171 ADT's: ADT's: ADT's: Within CFD:[]YtS (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ONO 1. PARK-IN-Lll:U ~EE:0NW QUADRANT [Z]NE QUADRANT 0St QUADARANf 0SW QUADRANT ADT'S/UNITS: IX FEE/ADT: I =$ D 2.TRA!=FIC IMPACT FEE: ADT'S/UNITS: 171 I X 3. BRIDGE & THOROUGHFARE FEI:: ADT'S/UNITS: f 4, FACILITIES MANAGEMENT FEE ADT'S/UNITS: I X . 5; SEWER FEE EDU's 4.05 BENEFIT AREA: F E:DU's 4.05 . 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: 1x 1x PLDA: 1x FEE/ADT: 104 I ;::$ 11,1s4 [Z] ODIST.#1 ODIST.#2 ODIST.#3 FEE/ADT: J=$ D ZONE:: i=EE/SQ.Fl/UNIT: I=$ D FEE/EDU: 842 I =$ 3410.10 [Z] FEE/EDU: 3269 OHl~H FEE/AC: I =$ 13239.45 0MEDIUM 0LOW [l] D ·I=$ UNITS CODE CONN. FEE Ml:TER FEE SDCWA FEE TOTAL • ~™ Imaging Resources BOISE • DENVER • LOS ANGELES • PHOENIX • PORTLAND • SALT LAKE • SAN DIEGO • SAN FRANCISCO • SEATTLE p 800.955.3729 I f 800.688.3729 I www.e-,arc.com I www.arcsupplies.com -I t r , Jo rchcu ,e 1 rYbnufu d:v.ri 0 ~ 11 , lQ. 8-2-:: &F _ 0 ~_~A,__,_~_,,,5T'--'--__ 5__.,_/__,___,1 ,--=-o-=oQ__:Q,_,_f _,_W==--..,__---4> __ 4-+-'./ 1,___,__, cxn_&F __ _ £cL1 11.399 &E: 511, cx:n 'of A'DI. ~ ;;o / ;, oco ,"£ AtS\ __ _._Al)--_,_\ _..._: _ _._._l 1..-,., ()~°i'--'9_,_/ µ-'»I. o_ro ::::. 11. 1-/0 ATir ,n CfD_ 1. J..Jo x ,5 ~ oto. .9o, Pru\ 57 A\S\"' II, 2>°~°1 ( Jt<Jco II. Lfo AtK '·+DS-- Canon ~ xerox f) SHARP. ~ Equipment • Supplies •Service • Sales • Rentals 2013 JANUARY SMTWTFS 1 2 3 4 5 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 FEBRUARY SMTWTFS 1 2 3456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 MARCH SMTWTFS 1 2 3456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 APRL SMTWTFS 123456 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 MAY SMTWTFS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 JUNE SMTWTFS 1 2345678 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ~ULY SMTWTFS 123456 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 AUGUST SMTWTFS 1 2 3 45678910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 SEPTEMBER s M T W T F s 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 OCTOBER SMTWTFS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 NOVEMBER SMTWTFS 1 2 3456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 DECEMBER s M T W T F s 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 «~~. ¥.CITY OF CA.RLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.2ov DATE: 8/4/15 PROJECT NAME: T.I. PROJECT ID: PLAN CHECK NO: CB150750 SET#: _ ADDRESS: 2180 RUTHERFORD RD APN: l2s:I This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required D Yes lZJ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: ANDREWT@SCA-SD.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: r :: ·::-: .. : . , PLAN-N:1N:G > .· \: ... ,· , · 76~02-4(510 D Chris Sexton 760-60~·4624 Chris.Sexton@carlsbadca.gov ~ GinaRuiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: 1· -ENGINEERING>.;: · .. : .. ·_:_.. _: ,r=iRE.PREVE:NTION:(·: :·: 760-602-~750 . . . . -: --760°602;466!f . ,·-. . . . ' • ', • • ~ '.' I '( ' .c •:, r ,', ·, •· : r, .•' D r. REVIEW#: 1 2 3 t8J D D t8J DD t8J D D t8J D D igJ DD t8J D D Plan Check No. CB150750 Address 2180 RUTHERFORD RD Date 8/4/15 Review#i Planner GINA RUIZ Phone (760} 602-4675 APN: 212-070-25-00 Type of Project & Use: L1 Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone: § CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: [8J Item Complete Environmental Review Required: DATE OF COMPLETION: D Item Incomplete -Needs your action YES [j NO [gj TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES O NO [8J TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO, __ OTHER RELAT.ED 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 O NO .IZl CA Coastal Commission Authority? YES O NO .IZl 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): Habitat Management Plan Data Entry Completed? YES D NO [8J If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO [8J (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, too!bar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES O NO O NIA [gj Site Plan: t8J D 0 P-28 Page 2 of 4 07/11 ,_ [2] D D [2] D D !8l D D City Council Policy 44 -Ne!ghborhood Architectural Design Guidelines 1. Applicability: YES O NO 0 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required___ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ _ Interior Side: Required ___ Shown __ Street Side: Required_-_ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ _ 4.. Roof mounted equipmer:it screening: Required YES Shown POLICY ADDED & HEIGHTS OF PARAPETS AND EQUIPMENT STATED 5. Parking: PARKING MODIFICATION APPROVED 8/22/14 OFFICE SPACE: Totals approved 431 (107,606/250} Proposal 399 (99,749/250) R&D OFFICE (SHARED): Totals approved 109 (21.117/250) Proposal 109 (21.117/250) R&D LAB/SHOP (SHARED): Totals approved 0 (46,721) Proposal 0 {46,721) MANUFACTURING: Totals.approved 66 {26,360/400} Proposal 35 (13,871/400} WAREHOUSE: Totals approved 23 (22,957/1000} Proposal 36 (35;671/1000) Proposal 0 (21,568) Proposal 0 (16,713) UTILITY: Totals approved 0 (21,335) CAFE/CONF. CNTR: Totals approved 0 {10,829} TOTAL SQUARE FOOi AGE PROPOSED: 255,293. TOTAL SPACES REQUIRED: 579 (OKAS PRKG IS NOT INCREASED AS TOTALSPACESAPRVD PER LETTER IS 629) TOTAL SPACES PROVIDED: 655 (50 SPACES REMAINING FOR ALLOCATION PER LETTER) D !8l D P-28 Additional Comments: PLANCHECK NO. 1 #1. THE APPROVED PARKING MODIFICATION _ LETTER ALLOVVS FOR A SHARED OFFICE ENVIRONMENT AND THAT APPLICABLE SQUARE FOOTAGE TO NOT BE PARKED. IT ALSO ALLOI/VS FOR MODIFICATlmlS TO THE SITE DESIGN AS LONG AS THE PROPOt;AL DOES NOT REQUIRE AN l~ICREASE IN THE TOTAL NUMBER OF SPACES APPROVED. l~I ORDER TO DETERMINE IF THE PROPOSAL IS CONSISTENT 1/VITH THE PARKING MODIFICATION LETTER, PLEASE ADD/REVISE/EXPLAl~I THE FOLLOI/Vl~IG INFORMATION IN THE PARKING TABULATION SUMMARY ON SHEET TS1: a) PLEASE SEPARATE THE REGULAR OFFICE SPACE SQUARE FOOTAGE FROM THE R&D OFFICE SPACE {SHARED) SQUARE FOOTAGE TO BE CONSISTENT VVITH THE APPROVAL FORMAT. Page 3 of4 07/11 -· b) PER SECTION 21.44.010 (C), WHEN THE REQUIRED NUMBER Of PARKIIIJG SPACES RESULTS IN A fRACTIONAL PARKING SPACE, THE IIJUMBER SHALL BE ROUNDED UP TO THE NEAREST VVHOLE NUMBER (EX., MANUfACTURING 13,646/400-35 SPACES). PLEASE REVISE THE PLANS. s) PER THE SCOPE Of WORK, THE TOTAL SQUARE fOOTAGE Of 1/IJAREHOUSE BEING CONVERTED TO MANUfACTURING AND OfflCE IS 23,021. THE TOTAL AMOUNT Of \IW\REHOUSE SQUARE fOOTAGE 1111 THE APPROVED LETTER IS 22,957. THE PARKING TABULATION STATES 19,757 SQUARE fEH Of 1/>J/\REHOUSE TO REMAIN. PLEASE DESCRIBE OR REVISE THE PLANS REGARDING THE DIFFERENCE BETV'/EEIII THE APPROVED, PROPOSED, AIIID PARKIIIIG TABULATIOt>I IIIUMBERS. d) THE TOTAL EXISTIIIJG BUILDING AREA STATED 1111 THE APPROVAL LETTER IS 254,925. THE TOTAL AMOUNT LISTED IN THE PARKING TABULATION IS 253,271, WHICH INCLUDES THE FLOOR AREA ADDITION Of AN OFFICE MEZZANINE. PLEASE DESCRIBE OR REVISE THE PLANS REGARDING Tl=4E DlffERENCE. o)-A PORTION OF THE PROPOSED SHOWROOM WAS PREVIOUSLY AN UNPARKED "OPEN TO BELOVV" AREA. PLEASE SHOVV Tl=4AT ADDITIONAL SQUARE FOOTAGE ADDED TO THE TOTAL P/1.RKING COUNT. f) \A/ERE THERE ADDITIONAL PARKING SPACES ADDED ON SITE? THE APPROVED LETTER STATES 655 PARKING SPACES AIIID THE PLANS STATE 661. PLEASE DESCRIBE OR REVISE THE PLANS REGARDING THIS DIFFERENCE. #2. PLEASE ADD THE HEIGHT OF THE NE'N EQUIPMENT ON SHEET A4 AS ONLY THE HEIGHT Of THE PARAPET IS STATED. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 8/4/15 GINA RUIZ DATE P-28 Page 4 of 4 07/11 ~CARLSBAD C9mrnunity & Economk Development August 22, 2014 Ed 'S-allna·s PlqniJ'ing Project Manage_r (;ailaway Goff Company 21$0 Ruther.ford Road Carlsbad, CA 92008 RJi:, 21$0 BUTHERFORD ROA.D PARKING MODIFICATION' Dear Mr. Salinas, www.carlsbadca.gov RECORD COPY The city has reviewed the reqwest to reuuce the total ntJ.rnber required pa.rking spaces for the CallawcJy Corporate Headquarters Building located. at 2'180 Ruthe·rford Road. The request is to allow for a reduction in the total required.number of parking spaces due to the red1:1ced occupancy and through the shared use of the huiltlings flo.or area by the same members of toe ·staff. The City Planner has th.e ability to·modify the required numb!:!f Qf parking spaces where it can be demonstrcJted th;:i,t adequate parking Will be provided and the modification will not adversely affect the neighborhood or site design ordrculation. The two-story Callaway Headquarters building contains 2~4,925 sq·uare 'feet of floor area a:nd the site provides 655 parking spaces. Parking spaces are provided at-grade and within a two leve·1 parRing stn.ictu.re located on the western end of the-sit~ .. The ~ity has previO'l!SIY determined th&t the common dining facility, and conference fac;ility (.10,$2,9 $q. ft.). used: s<;>lely py tbe ,oc;l;'.upants of the building c>'r employees.ofGaHawaywotiJd not be reqt1ired to provide parkin$·as they would b.e the only users of these fa<;ilities. A t,itility 1;1rea: of 2:1,335 sq. ft. w.a:s al$o <;!Jspo'untea as the a.rea is .Lirio.e-cupied. a·ased on C:allaway"s, business plan, the maxi'mum number of empfoyees in··the .builC:iing will be 55'8 at any one time. Since the site -co.nta.in.s 6,55 pi;1rcki'ng spa·oes:, this: alh~ws: each e.mpl!:1ye.e available pcJrking and ciliows for visitor par-king t~ be mafntaihed. Any propose-d ectµp_ant !¢ads higherth·an 558 will qrnse a review of thi$ parking allowance. Callaway also proposes. to use a shares environment between the h~search and ·design (R&D) offic;e space and the ma.nufatturing uses. The employees of the R&D office use (27,11Tsq. ft.) wo1:1ld us.e the 46,721 sq.~. qf R&D Lab.and shop space. By sharing this spc;1ce, only the offic.e component of these two uses will be required to be parked. A summary of all the proposed bµ'ild o.ut·uses and required parking is pr0vided below, Planning Divis'ion .. 1635 .Paraday Avenae, ·Carlsbad, CA 92008-731.4 T 760 .. 602::-4000 i= 760-602-8559 Use. Squar.e foota,ge/parking rate P.arking.spaces required Office Space 107,606 SF/ 250 SF = 43,1 Req·uir~d Spaces .R&;O· Office SpaGe {Soared) 27,1,i7 SF/ 250 SF = l09 Reql!ired ~paces · . R8\0 Lab /Sh'~J.P (Shc)red) 46;72:J,. SF/ q SF · = Q' l{ettuf reel Spaces M.apl!fact4ri1Jg t6,3~Q _Sf l tlQQ ?F' .. = {:>,6,,Re~LJlt~g·~P.9ce~ ! Warehc;,y$e ... ~2/Jr::/1 $f/.1000 $F -;:; ~3 'R.e!:ttiired Sp?ees utility 21 3-35 SF/ 0 SP I , = 0 Required Spaces ·Cafe/ Conference Center 10,82~ .Sf/ 0 SF · = o ~equired..Space~ Total li'll;lX buifrHng ~q. ft. 292~925..sq, i".t,_ f329:ReWJited:Spates Total ,. 655:Sp~c?S ~xj~ting , ~6 Parl.<.ilig$p?tesAvail9ple .. Gi.ven the a.bove1 Callaway will be allowed. to flex theirwo·rk enviwnment such-that they do not exceed the 629 required number of parking spac~s and the number of .qccu_paots c;lo not ·exce·ed 558. The reduction in parkirrg wtll not adversely affectthe neighbor.hood as.all parking will be contained on site and the reduction will not affect the site a.esign. or circulation as no site thang~s are proposed. Any modification to the site design that impacts Jj'arking or changes i.n u~e that incre·ases the demand for parking above this allowance will require.a review ofthis approval: This approval is valid only for Callaway Golf and is not to be transferred to a new user of the building. Any new tenant will be required to follow the· parking provisions of the Carlsbad .Municipal Code Set.ti on 21.44 unless a similar provision ls made to mod.ify·the par-king requirements. If you have ~ny (fuestions regarding th.e apove, ple~se ct>ntac:t Van Lynth,_ {760), 602-4613 or Van .. lvrreh@.car-lsbadca.gov,. Since.rely, (lJL PON NEU,.-_AICP City Plghner c: Buildiog file DMS, & ~ CITY OF CARLSBAD PLAN CHECK REVIEW , TRANSMITT A~-l-br:, Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov V ·.ob, -.µ. - DATE: 07/29/15 PROJECT NAME: calloway PROJECT ID: '.7' ('Q PLAN CHECK NO: cb150750 SET#: II ADDRESS: 2180 rutherford road~N: [8'.]. This pla·n check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required IZ! Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: --' PLANNING ENGINEERING FIRE PREVENTION 760,;602-4610 760-602-2750 760-6024$65 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760~602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.R~an@carlsbadca.gov .o Gina Ruiz D Linda Ontiveros ~ Cindy Wong I 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbad~a.gov Linda.Ontiveros@carlsbadca.gov C~nthia.Wong@carlsbadca.gov D ·D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: ·.l 7/29/15 ** .APPROVED: Page 1 of2 THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. TIDS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEP AJ.lTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Page2 of2 · Carlsbad Fire Department Plan R~view Narne: Address: Perm.it#; CB150750 Requirements Category: TI , INDUSr SMITH CQNSULTINO ARCHITECTS STE 125 13280 EVENING CREEK DR SANPIEGO CA QTT; ANDREW TARANGO 92128 Job Name: CALLAWAY~23,021 SF rI, CONVERT Job Address: 2180 RUTHERFORD RD CBAD INC )'he item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a rev · ·. -e$ and/or standards. Please review carefully all co __ · -· · · · e . Please resubm1 ns and/or specifications, with changes 11clouded11, to thi ·· · -· or review and approval. -~ -. Conditions: Cond: CON0008449 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUlLPING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. T~-IlS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 07/29/2015 By: cwong Action: AP RECOMMENDATION FOR APPROVAL BLDG. DEPT COPY Daryl K. James & Associates, Inc. APPLICANT: Smith Consulting Architects PROJECT NAME: Calloway· Checked by: Anne Marie Bland Date: July 15, 2015 Page: _1 ___ o=f...:.1 ________ _ JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 218b Rutherford PROJECT DESCRIPTION: CB150750 Tenant Improvement and Hazardous Materials Report INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. along with a descriptive narrative of corrections addressing all comments. • Please direct any questions regarding this review to: Anne Marie Bland 760-434-7885 or ambland@pacbell.net • CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DIRECTLY TO: • ANNE MARIE BLAND 4380 CARMEL DRIVE CARLSBAD, CA 9201 O COMMENTS Sheet AX2 Second Floor Exiting Plan Exiting Plan . · 0$how panic hardware on existing door into the second floor stairway. first floor exit door. from the stairway · and first floor exterior exit door. Sheet A7 Door and Window Schedules/Details Door Schedule l2JShow door 201 on the door schedule. Provide panic hardware in door remarks. Electrical Sheets Second Floor Lighting 0Show egress lighting with emergency power in new second floor assembly room. CORRECTION LIST Daryl K. James & Assoc;i~tes, Inc. APPLICANT: Smith Consulting Architects PROJECT NAME: Calloway BLDG. DEPT COPY Checked by: Anne Marie Bland Date: March 24 2015 Page: -'1-'o"-'-f-'1 ________ _ JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2180 Rutherford PROJECT DESCRIPTION: CB150750 Tenant Improvement and Hazardous Materials Report -INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad-Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • Corrections or modifications to the :plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. • Please direct any questions regarding this review to: Anne Marie Bland 760-434-7885 or ambland@pacbell.net • CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DIRECTLY TO: • ANNE MARIE BLAND 4380 CARMEL DRIVE . CARLSE;3AD, CA 92010 COMMENTS emailed to: andrewt@sca-sd.com Sheet AX2 Second Floor Exiting Plan Exiting Plan o Show panic hardware on existing door into the second floor stairway; first floor exit door from the stairway and first floor exterior exit door. · Sheet A7 Door and Window Schedules/Details Door Schedule o Show door 201 on the door schedule. Provide panic hardware in door remarks. Electrical Sheets Second Floor Lighting o Show egress lighting with emergency power in new second floor assembly room; •. PRIME STRUCTURAL ENGINEER$ 13272 Jacaranda Blossom Dr. Valley Center, CA 92082 Tel (760)751-3300 STRUCTURAL CALCULATIONS Callaway Golf HQ-T.I. 2K15-10 Sheets 1 thru 25 Ref~rence Materials a. Mechanic~! cut sheet b. As built roof design loads c. Previous project soils reports C/J/5D J5TJ Untitled A PRIME JOB: 2K15-10 STRUCTURAL DATE: 03.15 ENGINEERS sHT:, ___ 1_ Along with this calculation I have attached a portion of the previous geotechnical reports that were done for the building. One of the report was the first that was done in 1997 and the other reports were performed for later tenant improvements in 2006 and 2008. These reports showed an allowable soil bearing pressure that varies from a maximum of 5000 PSF to a minimum 3000 PSF and all three past reports indicated a passive resistance of 300 PCF. So for this current tenant improvement the allowable soil bearing pressure of 3,000 PSF and, a passive resistance of 300 PCF was used. For the minimal structural scope of work for this current tenant improvement we hope that the attached previous reports are sufficient and that no updated soil investigation report is needed. Pagel 1/29/2015 Design Maps S1.mmary Report iltJSGS. Design Maps Summary Report ,---. User-Specified Input Report Title Callaway Golf HQ Thu January 29, 2015 15:45:33 UTC A PRIME JOB: 2K15-10 STRUCTURAL DATE: 01-15 . ENGINEERS SHT: lA Bfildin$J Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinate;s 33.13242°N,.117.28127°W Site Soil Classification Site Class D -"Stiff Soil" r .. -----·-. ,. ,. ri1 ~a,;;~f _. · ~ r._ ,. . . . S5 = 1.071 g 51 = 0.413 g Risk Category I/II/III SMS = 1.148 g SMJ, = 0.656 g S05 = 0.765 g S01 = 0.4~-'7 g For information on ho~ the 55 and S1 values above have been calculated from probabilistic (risk-targeted) and d·etermlnistic ground motions in the direction of maximum horlzontai response, please return to the application and select the ''2009 NEHRP" building code reference document. -OI -~ MCE11. Response Spectrum o.,G 0.94 0,72 0:411 O.iG 0,24 0,12 0.00 .i---t--+...;....-+--,--+---.f---+--+---+---.-----1 o.oo 0.20 0.40 o.,o 0.80 1.00 1.20 1.40 1.,0 1,110 2.00. Period, T (sec) 0,11,ll o.so 0,72 0.'4 0.5G 'a, 0.411 -~ o.40 0.712 0.2• 0.1, 0.08 Design Response Spectrum 0,00 -t--t--~-+-+--il--+--+--+--i--l o.oo o.w o.,o o.,o o.so 1.00 1:20 1.,0 1.,0 1.sci 2.00 P~riod, T (sec} For PGA,.i, TL•· CRs• and Cn1 values, please view the detailed t(:PQrt. http://el1)2-earthquake.wr.usgs.gov/desig1Y11aps/us/s1M11mary.php?leinplate=mlrimal&latitude=33.132421 &longilude=· 117 .281265&siteclass=3&riskcategory=0... 1 /2 .,.-, SEISMIC DESIGN CRITERIA CBC 2013 Risk= 2 Importance Factor, I= 1.00 Structure Type = OTHER CT= 0.020 x= 0.750 A-Bearin Wall S stems 5 • Intermediate precast shear walls Response Mod. Factor, R = 4.00 System Overstrength Factor, 00 = 2.50 Deflection Amplification Factor, Cd= 4.00 Site Class= ·C Spectral Response, Ss = 1.071 g Spectral Response, S1 = 0.413 9 Site Coefficient, Fa= 1.072 Site Coefficient, Fv = 1.587 Soil Modified, SMs = FaSs = 1.148 Soil Modified, SM1 = FvS1 = 0.655 Design Spectral Response Acceleration Parameters (at 5% Damping), At Short Perio~s, Sos=% Sms = 0.765 At 1-second Period, So1 = ¾ Sm1 = 0.437 T0 = 0.2So1/Sos = Ts = So1/Sos = TL= Fp = 0.40Sosl W ~ 0.1W = Seismic Design Category = Structural Limitations* = 0.114 sec 0.571 sec 8.000 sec 0.306 *W D 40ft A.PRIME Job: 2K1s-10 STRUCTURAL Date: o3-2o1s ENGINEERS Sht: 2 PROJECT#: 2K15-10 T.1604.5 ASCE7 T.1.5-2 ASCE7 T. 1'2.8-2 .... ASCE7 T.12.2-1 ASCE7 T.12.2-1 ASCE7 T.12.2-1 ASCE7 T.20.3-1. Eq.16-37 Eq.16-38 Eq.16-39 Eq.16-40 ASCE7 11.4.5 ASCE711.4.5 ASCE7 Fig. 22-12 ASCE712.11.1 T. 1613.3.5 ASCE7 t.12.2-1 * Increase in height to 45 ft is permitted for single story storage warehouse facilities. PRIME Job: 2K1s-10 STRUCTURAL oate: o3 -2o1s ENGINEERS sht: 3 ANALYTICAL WIND CALCULATION (Per ASCE 7-10 § Chapter 30} Project#: 2K15-10 ~ · For Components.and Cla~ding of Low-Rise Buildings .--". . Description: Callaway Golf -HQ Wind Design Criteria: Least Horiz. Bldg Dim = Mean Bldg Roof Height, h = Roof Angle, e = Risk Category= . Basic Wind Speed, V = E:xposute Category= elocity Press. Exp. Coeff, Kz = Kzt= Kd= a= 365 ft 33.5 ft 0.00 ° II 110 mph B 0.72 1.00 . 0.85 14.6 ft (Tbl, 1.5-1) (Fig. 26.5-1A) {Sec. 26.7.3) (Tbl. 30.3-1) (Sec. 26.8.2) (Tbl. 26.6-1) {Fig. 30.4-1) Velocity Pressure, qh = 0;00256·Kz·Kzt·Kd·V2 (Eq. 30.3-1) Wind Zones (Fig. 30.4-1) qh = 19.04 psf Int. Pressure Coeff, GCpi = ± 0.18 (Tbl. 26.11-1)) External Pressure Coefficient, GCp (Fig. 30.4-1): Effective Wind Area 10 fr'· 20 ft2 Zone 4, 5 (+) 0.90 0.86 Zone 4 (·) -0.99 -'0.95 Zone5(-) -1.26 -1.17 . 50 ft2 0.81 -0.90 -1.04 ·100 ft2 0.72 -0.81 . -0.95 200 ft2 0.68 -0.77 -0.86 (Note: Where roof angle :!.10°, GCp is reduced by 10%.) · Design Wind Pressure on Wall Components and Cladding (Sec. 30): p = qh·[(GCp)-(Gcpi)l (Eq. 30.4-1) (=ffective Wind Area Zone 4, 5. (+) Zone 4 (·) Zone 5 (-) 10 ft2 . 20.56 -22.27 -27.41 20 ftZ 19.70 -21.42 -25.70 50ft2 18.85 -20.56 -23.13 100 ft2 17.13 -18.85 -21.42 200 ft2 16.28 -17.99 -19.70 500 ft2 0.63 -0.72 -0.72 500 ft2 15.42 -17.13 -17.13 \ (V . APRIME Job: 2K1s-10 SiRUCTURALoate: o3-201s . ENGINEERS Sht: _______ s---'- DEPTH REQUIREMENTS FOR EMBEDDED POLES Per Sec. 1807.3, 2013 C'.B:C DESCRIPTION: at 12'-0" high CANTILEVER COLUMNS ALLOWABLE LATERAL EARTH PRESSURES Allowable Passive Pressure = Maximum Allowable Passive Pressure = Does lateral restraint at ground surface exist? Load Duration Factor = LOADING DATA - Applied point load, P = Load height above base, h = Uniform lateral load = Distance from base to bottom = Distance from base to top = 375.0 lbs. 12.0 ft. 0.0 plf 0.0 ft. 0.0 .ft. POLE TYPE (1=ROUND, 2=RECTANGULAR): 1 POLE WIDTH NOMINAL TO FORCE: MINIMUM REQUIRED EMBEDMENT Non-Restrained : 18 in. J 300 psf / ft of depth 0 psf (ForNo Limit, enter "O") 1 (Y=1, N=O) 1.33 Point Load Moment @ base = 4,500 ft-# Uniform Load Moment @base = 0 ft-# Total, Moment= 4,500 ft-# Depth= (A/2)*{1+SQRT(1+4.36*h/A)} = where A=2.34*P/(S1*b) #N/A ft Restrained : Depth = SQRT(4,25* P*h/S3*b} = LATERALPRE$SURES Allowable @ 1/3 of Etnbedment = Actual @ 1/3 of Embedment = Allowable @base of Empedment = Actual @ 1/3 of Embedment = Surface Restraint .Force = 423 psf, #NIA psf 1,268 psf 1,268 psf 2,464 # 3.17 ft -. A PRIME JOB: 2K15-10 STRUCTURAL DA'l'E:. oa-1s ClarkWestern Building Systems ENGINEERS SHT: _____ 6_ CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1/30/2015 SECTION DESIGNATION: 600S162-33 [33] Single Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 6.000in1i 1.625 in v j 1.625 in/ 0.500 in;· 1.500 in Wall Solver Design Data -Sir,nple Span Wall Height 12.00 ft v ,, Lateral Pressure 5.00 psf ./ Stud Spacing 16.0 in / Check Flexure Load Multiplier for Flexural Strength = 1. 00 Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit U240 / Axial Load 500 lb Flexural Bracing: KyLy = 48.0 in Cb = 1,00 0.0346 in 0.0765 in 33.0 ksi 33.0 ksi 4.000 in Me= 3355 Ft-Lb My= 1643 Ft-Lb 0.56 My< Me< 2.78 My Mc= 1578 Ft-Lb Sc/Sf= 0.97 Mmax = 120 Ft-Lb<= Ma= 789 Ft-Lb (Distortional Buckling Controls) K-phi for Distortional Buckling = 0 lb*in/in Check Deflection Deflection Limit: U240 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.059 in Check Shear Vmax = 40 lb (Including Flexural Load Multiplier} Shear capacity reduced for punchouts Va = 638 lb >= Vmax Check Web Crippling Rmax = 40 lb (Including Flexural Load Multiplier) Web Crippling capacity reduced for punchouts End Bearing Length = 1.00 in Ra= 141 lb>= Rmax, stiffeners not required CheckAxlal Interactions P = 500 lb {Including Axial Load Multiplier} Deflection Ratio = U2449 Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt = 48.0 in Max KUr = 83 Allowable Pure Axial Load, Pa = 2504 lb .: Axial Load Ratio, P/Pa = 0.200 . K-phi for Distortional Buckling = 0 lb*in/in Check Equation C5.2.1-1 Cmx = 1.00 Per= 25173 lb Alpha= 0.962 Equation C5.2.1-1 = 0.358 Maximum Interaction = 0.358 <=1.0 Check Equation C5.2.1-2 Pao= 3244 lb Equation CS.2.1-2 = 0.306 7 ClarkWestern Building Systems · CW Tech _Support: (888) 437-3244 clarkwestern.com A._ PIUME JOB: 2K15-10 A STRUCTURAL DATE: 03-15 ~£~ ENGINEERS SHT:---:.'7_ 2007 North American SpecificatioJl ASD DATE: 1/30/2015 SECTION DESIGNATION: 600T150-54 [33J Single Section Dimensions: Web Height= Top Flange =· Bottom Flange = Inside Comer Radius = Design th_ickness = Steel Properties: Fy= Fu= Fya= 6.198 in 1.500 in 1.500 in 0.0849 in 0.0566 in 33.000 ksi 45.000 ksi 33,000 ksi ALLOWABLE UNIFORM LOADS ,..~_ INPUT PARAMETERS Deflection Limit: U240 Listed load multiplied by 1.00 for deflection· check Listed Allowable Loads Not Modified for Duration of load for Strength Checks Member Configuration: SINGLE MEMBER End Bearing Length for Web Crippling = 1 in Flexural Bracing: 48.0 in · Include Torsion? Yes Torsional Lever Arm to: Web Center TOTAL ALLOWABLE UNIFORM LOADS {lb/ft) SPAN LENGTH (ft) 10.00 12.00 Without Web Stiffeners 58.5 48.8 With Web Stiffeners 78.4 55.4 40.7 A PRIME JOB: 2K15-10 A STRUCTURAL DATE: 03-15 ._,,£~ ENGINEERS SHT:--...,,:.a _ ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 2/25/2015 SECTION DESIGNATION: 600S162-33 [33] Single Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in Wall Solver Design Data -Simple Span Wall Height 25.00 ft V / Lateral Pressure 5.00 ps9 Stud Spacing 16.0 in v' Check Flexure Load Multiplier for Flexural Strength = 1.00 Design Thickness-= Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit L/240; Axial Load 267 lb v Flexural Bracing: KyLy = 48.0 in Cb= 1.00 0.0346 in 0:0765 in 33,0 ksi 33.0 ksi 4.000 in ,,-,---.. Me = 3355 Ft-Lb My = 1643 Ft-Lb 0.56 My< Me< 2.78 My Mc= 1578 Ft-Lb Sc/Sf= 0.97 Mmax = 521 Ft-Lb<= Ma= 789 Ft-Lb (Distortional Buckling Controls) K-phi for Distortional Buckling = 0 lb*in/in Check Bending and Torsion Torsional Bracing: KtLt = 48.0 in Multiple Braces Centered on Mid-Span Controls Input Torsional Lever Arm: to Web Center Fb = 10.83 ksi Ft= 0.23 ksi Mcritical = 520.83 Ft-Lb <= R * MaFy = 931.04 Ft,Lb Check Deflection Deflection Limit: L/240 Uniform Torque = 0.376 in-lb/in R = Fb/(Fb+Ft} = 0.979 Load MUitipiier for Deflection = 1.00 Maximum Deflection = 1.108 in Deflection Ratio= L/271 Check Shear Vmax = 83 lb (Including Flexural Load Multiplier) _ Shear capacity not reduced for punchouts near ends of member Va = 638 lb >= Vmax Check Web Crippling Rmax = 83 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 153 lb >= Rmax, stiffeners not required CheckAxial Interactions P = 267 lb (Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt = 48.0 in Max KL/r = 131 Allowable Pure Axial Load, Pa = 1560 lb : Axial Load Ratio, P/Pa = 0.171 K-phi for Distortional Buckling = 0 lb*in/in ,-- ,.-, Check Equation C5.2.1-1 Cmx = 1.00 Per= 5800 lb Alpha= 0.912 Equation C5.2.1-1 = 0.895 Maximum Interaction = 0.895 <=1.0 A p ~TME J'OB: 2K15-10 ~ STRUCTURAL DATE: o3-1s .._,£~ ENGINEERS SHT:,~9 _ Check Equation C5.2.1-2 Pao= 32441b Equation C5.2.1-2 = 0.743 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 ctarkwestern.com ~ PRIME JOB: 2K15-10 ~ STRUCTURAL DATE: 03.15 AliiiiF£~ ENGINEERS SHT: 10 2007 North American Specification ASD DATE: 2125/2015 I SECTION DESIGNATION: 600S250-43 [33] (2) Boxed Section Dimensions: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Inside Corner Radius = Punchout Width = Punchout Length = Design Thickness = Steel Properties: Fy= Fu= Fya= 6.000 in 2.500 in 2.500 in 0~625 in 0.0712 in 1.500 in 4.000 in 0.0451 in 33.000 ksi 45.000 ksi 33.000 ksi / ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 32 ft )J,.@.. '<, Load has not been modified for load type or duration Member Configuration: (2) BOXED MEMBERS TOTAi:. ALLOWABLE AXIAL LOADS (lb) WEAKAXIS BRACING MAXIMUM CONCENTRIC KUr LOADING NONE MID Pt THIRD Pt 197 3033 160 160 Note: For (2) Boxed Members, Individual Members Must be Adequately Interconnected 4343 4343 ,·~ G J"H-) ?JP &1(2-1 f71,J1~¼ ?WatvNt:; (I C . 1 -z,, vf. M· e,.o,..,,e.-. rJ.../(Y',,/ . Ir/.)' 11.tf,..P cl~c..--. c; 1/44.f-t:--1/r, 5p-te:--~ ,-1 -r!E : i31H'hA s J.-1{$£/"' /""''b "t..r 1~0 ~,?" pl,-:;; '$?, -0 /Sf:;, (,/4,;:;:.f P;·1Jf'7; "5j\?,t,( .;:; /bf,,J/tl~ (3 61-B ,. 1~ ---""-Tk-;;:: ;rJ .n t ~ t ... f 71 .,::;:.. , v'>t ?/ sF '" ~ .0 .... ....., pv ~Jr f-o . c,,o,Jc-• ~r-::: 4'-iJ> I L.. l---:: qA) -.-0 f-r,;~ IA,-,'>f-· hl .-;; !Grl-t-lF lfJ,J>r-t,(_ =-fsJ-cf ~ .--, . ~I p... ~'}-o\",f l(_ {, 'fr/' i--I fl,¾ -z-ocff ti f I I, ? loo. 'c) r--/I ~ 6~ ti ~-:; 33c,fc.r)L <'. )(. 1c,~/ .. ~. ,"y)15tt . tF q-y~? loo. :0~1-· 1, -::;-"lt(11 s ~ lo,,.rsMJ 'l)v.t rwf W4r &,~t. Jr~ {.r.P r ' . (, \('IV f ~,,~k;" t t 1' 1 J Ytf:} \l!O~ ~.o ~ "'-b1 'f-I~ l1t'\./rv , ~--vv~ (Dd~1' rr-.,. ~ .h14c* , -~ Gov\~uJ v~q~ ~ ~1 PF.!ME:Job: ~~ tr~ STRUCTLIF::\l Date: 1: ... --w\ c; &~ENGmEERSsht: __;i.a__ )~~- ~ref. ~{vf-. \ i-o---~ PR i ME Job: vli9:1-0 STRUCTURAL Date:~ ENGlliEERS sht: _u,_ -i--l,,b1' t 16J ) ~ >~ -v'("' • ,.J ff -:-/0 oelj Ir \-:i,O ;;' 1}t> ttf'~ ( &.'7'1' 'f b1. f' G--'1\ r,. \ <:,-v<{vj~ tf(11t IJ /r Ml 1:Jl-.---,:;.. ~,n, 1f ·4 ~ 1011 B¥ ! {, w \b '(.. rJ> ii .-)C, ~-.. Gravity Beam Desi2n A PRIME lOB: 2K15-10 Jc&. STRUCTURAL DATE: 03.15 ...,,-£11a\ ENGINEERS SHT: 14 RAM SBeam v3.0.1 Licensed to: Prime Structural Engineers 02/12/15 10:09:13 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End{0.00,0.00) J-End (18.77,0.00) Beam Size (User Selected) = W12X14 Fy = 50.0 ksi Total Beam Length (ft) = 18. 77 Distance to Adjacent Beam on Left (ft)= 6.7 Distance to Adjacent Bean1 on Right (ft)= 6.7 COMPOSITE PROPERTIES (Not Shore.d): Concrete thickness (in) Unit weight concrete (pct) fc (ksi) Decking Orientation Decking type beff (in) = 56.31 Mnf (kip-ft) = 151.25 C (kips) = 64.14 Ieff(in4) = 199.06 Stud length (in) = 3.00 Stud Capacity (kips) Qn = 12.8 Left 2.00 110.00 3.00 Right 2.00 110.00 3.00 perpendicular perpendicular VERCO B Formlok VERCO B Fonnlok Y bar(in) = 11.53 Mn (kip-ft) = 113.54 PNA(in) = 9.16 Itr (in4) = 287 .53 Stud diam (in) = 0.75 # of studs: Full = 34 Partial= 10 Actual= 10 / Number of Stud Rows = 1 Percent of Full Composite Action = 30.83 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) 1 0.000 2 18.770 0.000 18.770 DL 0.014 0.014 0.220 0.220 CDL 0.014 0.014 0:168 0.168 LL . 0.000 0.000 0.667 0.667 CLL 0.000 0.000 0.133 0.133 SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 12.65 kips 0.90Vn = 64.26 kips MOMENTS (Ultimate): Span Cond Load Combo Mu @ Lb Cb kip-ft ft ft Center PreCmp+ 1.2DL+ 1.6LL . 19.0 9.4 0.0 1.00 InitDL 1.4D1 11.2 9.4 Max+ 1.2DL+ 1.6LL 59.4 9.4 Controlling 1.2DL+ 1.6LL 59.4 9.4 REACTIONS (kips): Left Right Initial reaction 2.96 2.96 DLreaction 2.20 2.20 Max +LL reaction 6.26 6.26 Max +total reaction (factored) 12.65 12.65 Phi Phi*Mn kip-ft 0.90 65.25 0.85 96.51 0.85 96.51 r11 A_ PRIME JOB: 2K15-10 Gravity Beam Desi2n · A_ STRUCTURAL »ATE: 03-15 ~~~ ENGINEERS sHT: 1s RAM RAM SBeam v3.0.1 INTE~ Licensed to: Prime Structural Engineers Page 2/2 02/12/15 10:09:13 DEFLECTIONS: Initial load (in) at 9.38 ft = -0.198 LID = 1138 Live load (in) at 9.38 ft = -0.323 LID = 698 Post Comp load (in) at . 9.38 ft = -0.348 LID = 647 · Net Total load (in) at 9.38 ft = -0;546 LID = 413 r11 A PRIM:E JOB:,2K15-10 I,;!/,£.. STRUCTURAL DATE: 03.1s. -'lr£-ENGINEERS SBT: 16 UM RAM SBeam v3.Q.1 1N1e~ Licensed to: Prime Structural Engineers ~~. .t?(_; e,..e,J t,-:4o/ 02/12/15 10:14:47 Span information (ft): I-End (0.00,0.00) J-End (11.50,0.00) U P1 P2 Load Dist DL LL+ LL-.Max Tot ft kips kips kips kips Pl 1.375 2.009 6.086 0.000 8.095 P2 8.705 1.258 . 3.813 0.000 5.071 ft k/ft k/ft k/ft k/ft Wl 0.000 0.146 0.400 0.000 0.546 W2 11.500 0.146 0.400 0.000 0.546 - m ~ PRIME JOB: 2K15-10 Gravity Beam Desien ~ STRUCTURAL.DATE: 03.15 .la'£"Va. ENGINEERS SHT: 17 RAM SBeam v3.0.l Licensed to: Prime Structural Engineers STEEL CODE: AISC LRFD SPAN iNFORMATION (ft): I-End (0.00,0.00) J-End (11.50,0.00) Beam Size (User Selected) = W12Xl4 Total Beam Length (ft) = 11.50 Mp (kip-ft) = 72.50 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom Yes No 1.375 2.01 6.09 8.705 1.26 3.81 Yes No LINE LOADS (k/ft): Load Dist (ft) 1 0.000 2 11.500 0.000 11.500 DL 0.014 0.014 0.132 0.132_ LL 0.000 0.000 0.400 0.400 02/12/15 10:14:31 Fy = 50.0 ksi . SHEAR (Ultimate): Max Vu (l.2DL+l.6LL) = 17.23 kips 0.90Vn = 64.26 kips MOME~TS (Ultimate): Span Cond Load Combo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+ 1.6LL 32.6 6.2 0.0 1.00 0.90 65.25 Controlling 1.2DL+l.6LL 32.6 6.2 0.0 1.00 0.90 65.25 REACTIONS (kips): Left Right DLreaction 2.91 2.03 Max +LL reaction 8.59 5.91 Max +total reaction (factored) 17.23 11.90 DEFLECTIONS: Dead load (in) at 5.75 ft = -0.055 LID = 2489 Live load (in) · at 5.75 ft = -0.161 · LID = 855 Net Total load (in) at 5.75 ft = -0.217 LID == 636 r11 RAM RAMSBeamv3.0.1, INIERNATO-JM Licensed to: Prime Structural Engineers ffY, Span i11fom1ation (ft)t I-End (0.00,0.00) J-End (7.00,0.00) Load Dist DL LL+ ft kips kips Pl 4.210 0.929 2.816 P2 6.670 2.066 6.260 ' ft k/ft k/ft Wl 0.000 0.014 0.000 W2 7.000 0.014 0.000 A PRIME JOB: 2K15-10 STRUCTURAL DATE: 03-15 ENGINEERS SHT:. 1a 02/12/15 10:19:09 P2 LL-Max Tot kips kips 0.000 3.745 0.000 8.326 k/ft k/ft 0.000 0.014 0.000 0.014 r-:--, A PRIME JOB: 2K15-10 Gravitv Beam Des_ ion ~ STRUCTURAL »ATE: o3-1s ~ • ~£~ ENGINEERS SHT: 19 RAMSBeam v3.0.l Licensed to: Prime Structural Engineers e,,-.5-r:1/ E;Ktv aJ,1 ?,,XI yt"02/12115 10:19:21 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (7.00,0.00) Beam Size (User Selected) = Wl2X14 Total Beam Length (ft) = 7.00 Mp (kip~ft) = 72.50 Top flan¥e braced by decking. POINT LOADS (kips): · Flange Bracing Dist (ft) DL LL 4.210 0.93 2.82 6.670 2.07 6.26 LINE LOADS (k/ft): Load Dist (ft) 1 0.000 7.000 DL 0.014 0.014 Top Bottom Yes No Yes· No· LL 0.000 0.000 Fy = 50.0 ksi SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 15.35 kips 0.90Vn::::; 64.26 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi kip-ft ft ft Center Max+ 1.2DL+ 1.611 12.0 4.2 0.0 1.00 0.90 Controlling 1.2DL+ 1.6LL 12.0 4.2 0.0 LOO 0.90 REACTIONS (kips): Left Right DLreaction 0.52 2.58 Max +LL reaction 1.42 7.66 Max +total reaction (factorecl) 2.89 15,.35 DEFLECTIONS: Dead load (in) at 3.78 ft :::: -0.006 LID = 14123 Live load (in) at 3.78 ft = -0.017 L/D. = 4903 Net Total load (in) at 3.78 ft = -0.023 LID = 3640 Phi*Mn kip-ft 65.25 65.25 ,,---. ,..__ rl1 ~ PRIME JOB: 2K15-10 SJ/.£.. STRUCTURAL DATE: 03-15 6£~ ENGINEERS SHT: 2 o RAM RAM SBeam v3.0.1 NTERNATK°X'IIJ. Licensed to: Prime Structural Engineers df-~/;,, ~!<J: (l.)/,6 )(U 02112/15 10:24:12 Span information (ft): I-End (0.00,0.00) J-End (20.25,0.00) · P1 2 Load Dist DL LL+ LL-Max Tot ft kips kips kips kips Pl 2.625 3.329 10.090 0.000 13.419 P2 9.295 2.999 9.088 0.000 12.087 P3 12.045 0.500 1.019 0.000 1.519 P4 16.000 1.321 4.000 0.000 5.321 ft k/ft k/ft k/ft k/ft WI 0.000 0.026 0.000 0.000 0.026 W2 20.250 0.026 0.000 0.000 0.026 (-......· ' __ ........,_ A_ PRIME JOB: 2K15-10 Gravity Beam Desi2n A_ STRUCTURAL DATE: o3-1s ._,,£~ ENGINEERS SHT: 21 RAM SBeam v3.0J . e//e&/?,-f.frrf·, t,J /I, i..'Z<k Licensed to: Prime Structural Engineers · 02/J 2/15 l 0:24:25 STEEL CODE: AISC LRFD I SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.25,0.00) Beam Size (Optimum) = W16X26 Fy =· 50.0 ksi Total Beam Length (ft) = 20.25 Mp (kip-ft) = 184.17 Top flange braced by decking. POINT LOADS (kips): Flang~ Bracing Dist (ft) DL LL Top Bottom 2.625 3.33 10.09 Yes No . 9.295 3.00 9.09 Yes No,. 16.000 1.32 4.00 Yes No 12.045 0.50 1.02 Yes No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.026 0.000 20 .. 250 0.026 0.000 SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 30.24 kips 0.90Vn = 104.15 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn. kip-ft ft ft kip-ft Center Max+-l.2DL+L6LL 145.4 9.3' 0.0 1.00 0.90 165.75 Controlling . 1.2DL+l.6LL 145.4 9.3 0.0 1.00 0.90 165.75 REACTIONS (kips): Left Right DLreaction 5.26 3.41 Max +LL reaction 14.95 9.25 Max +total reaction (factored) 30.24. 18.89 DEFLECTIONS: Dead load (in) at 9:92 ft = -0.200 LID = 1218 -Live load (in) at 9.92 ft = -0.554 LID = 438 Net Total load (in) at 9.92 ft = -0.754 LID = 322 --. Page 13 of 63 Jk... PRIME /OB: 2K15-10 A_ STRUCTURAL DATE: oa-1$ .411iiiiF£~ ENGINEERS sHT: 22 \ ESR-1735P (3/1/2011) TABLE 8-ALLOWABLE SUPERIMPOSED LOADS (psf), DIAPHRAGM.SHEAR VALUES, q (plf), AND FLEXIBILITY FACTORS, F, FOR TYPE PLB™-36 & B-36 FORMLOK™ DECK WITH CONCRETE FILL 1,2,3,4,5,u TOTAL SLAB DEPTH AND NO.OF SPAN(ft.-ln.) CONCRETE DECK DECK TYPE GAGE SPANS 6'-0" 6'-6" 7'.C)" 7'-6" 6'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 1 300 300 ':···· 1:r',?j :·\''::~:;!tl!li!~1~~r 2 300 300 3 300 300 18 q4 3240 3180 3125 3080 3040 3005 2975 2950 2920 2900 2880 F4 0.20 0.20 0.21 0.21 0.21' 0.22 0.22 0.22 0.22 0.22 0.23 6" q7 3575 3490 3415 3350 3295 3245 3200 3160 3125 3090 3060 Normal F7 0.18 0.19 0.19 0.19 0.20 0.20 0.21 0.21 0.21 0.2,1 Weight 300 300 300 300 ·2so·'-;·2:··•«,c··a, '"'i6'""' ··'19'' '"'··t. ·,,.,·,,·r1 .. ,, .. ·.·,· (145 pcl) I . , ' •:,/, 41 ·, '.',.21, _ • ,, · .. I: ,6,,,,''u'',:i ;J:~~-',. I~-,?,:.'/;• )4,t .•. 2 300 300 300 300 300 ti41i'i/;;1!:ictii-i1il:96i <·-17.5:111,: ,ri5f ·~· 1,4f':' _,' ---, -·---;' ,.'i__''f, • ... :·\ .-I·,.. I;:;.,,,;:-<_. 1'. ; 3 300 300 300 300 300 300 278 '-''196{'.>:..,'1~1~· .. \J~j}l\iJ:1.1,)}f;' 16 q4 3410 3335 3265 3210 3160 3115 3080 3045 3010 2985 2955 F4 0.17 0.17 0,18 0.18 0.18 0.19 0.19 0.19 0.19 0.20 0.20 q7 3830 3625 3545 3475 3410 3355 3305 3260 3220 3185 F7 0.15 0.16 0.17 0,17 0.17 0.18 0.18 0.18 0.18 1 261 ·;: ·' '.;}:'.!IJ!;:·:'J}i '! -.J 2 261 3 261 22 q4 1500 · 1460 1400 1375 1355 1335 1315 1300 F4 0.55 0.56 0.58 0.59 0.6 0.61 0.62 0.63 0.63 q7 1655 1610 1570 1555 1500 1475 1450 1425 F7 0.50 0.51 0,53 0.54 0.55 0.56 0,57 0.58 --:? 240 212 ·:1~i/'. i~r ·•· ;!E':':,l!'~ i:ii!!~'.,!GI:?:,: ·2 275 240 212 189 170 3 275 240 212 189 170 20 q4 1570 1520 1480 1450 1<120 1390 1370 1350 1330 1310 1295 F4 0.48 0.49 0.51 0.52 0.53 0.54 0.55 0.56 0.57 0.57 0.58 3½" q7 1820 1755 1700 1650 1605 1570 1535 1505 1480 1455 1435 Structural F7. 0.41 0.43 0.44 0.46 0.47 0.48 0.49 0.50 0.51 0.52 0,52 Light 298 261 230 205 184 167 ',:.: '~j1:~,::';'1r1i.'·1· ,Jj~ t'."•-~;j;1 :: ,;~5;;1:i Weight 152 136 116 1, ,. ''"""i'l15.i .. , (110 pc!) 2 298 261 230 205 184 167 . -'"1r J , ,_ 1 3 298 261 230 205 184 167 152 136 116 100 ":!§~1:-C:.:', 18 q4 1720 1660 1605 1560 1520 1485 1455 1430 1400 1380 1360 F4 0.38 0.39 0.41 0.42 0.43 0.44 0.45 0.46 0.46 0.47 0.48 q7 2055 1970 1895 1830 1775 1725 1680 1640 1605 1570 1540 F7 0.32 0.33 o:34 0.36 0.37 0.38 0.39 0.40 0.41 0,41 0.42 1 298 260 230 205 164 166 151 138 127 1· 1rg3';.·, : '"ll'4 'i, ·:, ,, ___ •• ''-',,,", _;:_.,4 2 298 260 230 205 164 166 151 138 127 112 97 3 298 260 239 205 184 166 151 138 127 112 97 16 q4 1890 1815 1750 1690 1640 1595 1560 1525 1490 1465 1435 F4 0.31 0.32 0.33 0.34 0.35 0.36 0.37 0.38 0.39 0.40 0.41 q7 2310 2200 2105 2025 1955 1890 1835 1785 1745 1700 1665 F7 0.25 0.26 0.28 0.29 0.30 0.31 0.32 0.33 0.33 0.34 0.35 See Page 15 for footnotes (continued) ,,--... . •, PR I fVI E job: 1:#.£!0 STRUCT;JR.~t Date: )-"1f}f < ENGHJEERS stit: --1L /1fJ, v, t/ .j ,~ µr;vy::: ~ a;l--. /Zffe~f>·(J,J I. {l:f t--) --==-Ii< CtJ .+-~, o . ~ I 3, ~ l,r h-:::. (',}~t/r,/ t:- ,--2k15-10 Callaway G9lf AHU Unit /tiltA f,._ 1 J FLOOR MOUNTED MECHANICAL UNITS ASCE 7-10 (~3.3.1) 'UNIT 7 W1> 1 Fi> . ~ y r,,v Y/2 i I, I, CIJIIB I, y , tPd tPd l X L q ~ A.PRIME Job: 2K1s-10 STRUCTURAL oate: o3-201s ENGINEERS s11t: _ ..... 2 ..... 4 __ Wp= 7000.00 lbs.~ /~1 Y= 56.00 in. y= 16.00 in. ~ X= 94.00 in. Sos= 0.765 Sp= 1.00 Rp= 2.50 Ip= 1.00 z/h = 1.00 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS • ASCE 7-05 13.3.1 Fp= . 0.367 Wp (ASCE MO 13.3-1) Fp,maK= 1.224 Wp (ASCE 7-10 13.3-2) Fp,min = 0.230 Wp (ASCE 7-10 13.3-3) Fp• 0.367 Wp Fp= 2570.40 lbs. Fp,v= 0.153 Wp UP.LIFT CHECK (ASD) Pe= 0.7·[Fp·(Y,/2+y)/X + Fp,v/2] = Based on 50% ofWp Pd= 0.174 Wp = 1217.07 lbs. 0.500 Wp = 3500.00 lbs. > P~1 NO UPLIFT LOADING CHECK (ASD) _ 2K15-10 AC-2 FLOOR MOUNTED MECHANICAL UNITS ASCE 7-10 (13.3.ff llNI1' ''-'P l Fi• ·-., y 7 PJ,, .. Y/2 i , ' Cl!RD ·I, :r , X ., Wp= Y= y= X= Sos= ap = . Rp = Ip= z/h = SEISMIC DEMANDS ON NONSTRUCTURAL ~OMPONENTS. ASCE 7-05 13.3,1 Fp= 0.367 Wp Fp,max == 1.224 WP Fp,min = 0.230 Wp Fp= 0.367 Wp Fp= 1101.60 lbs. Fp,v= 0.153 Wp UPLIFT CHECK (ASD) P8 = 0.7·[Fp·(Y/2+y)/X + Fp,v/2] = 0.188 WP = 564.14 lbs. PRIME Job: 2K1s-10 SiRU-GTURAL Date: o3-201s ~NGINEERS sht: _2~s __ 3000.00 lbs. -tY\~d 58.00 in. ~~ 16.00 in. 86.Q0 in. o.765 1.00 2.50 1.00 1.00 (ASCE 7-10 13.3-1) (ASCE 7-10 13.3-2) (ASCE 7-1013.3-3) Pd.min= 0.240 Wp = -720.00 lbs. > Pe, NO UPLIFT (See_ reference) LOADING CHECK (ASD) Pe= 0.188 Wp . Pd.max l>-l~ Wp (See reference) _ 0.948 Wp/1.33= 0.711 Wp DL+SEISMICGOVERN a .. "\\\ {.)'1 v ~ .. ,{\ '(. 300? ,; ~ ~3 ft-.(_ Cfl'o'v 6-\c/ 2K15-10 AC-2 FLOOR MOUNTED MECHANICAL UNITS ASCE 7-10 {13.3.1} UNrr Wp t Fp y . -7 F.,,v $ Yll ,., ', CIJRD . ,,. y , i P• t Pe t Pd t P1l ~' X ~l A.PRIME Job: 2K1s-10 STRUCTURAL Date: 03-201s ENGINEERS Sht:. -=26,__ Wp= 3000.00 lbs. Y= 58.00 in. y= 16:00 in. X= 86.00 in. Sos= 0.765 ap= 1:00 Rp == 2.50 ip = 1.00 z/h= 1.00 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS -ASCE 7-05 13.3.1 Fp::.' 0.367 Wp (ASCE 7-10 13.3-1) Fp,max = 1.224 WP (ASCE 7-10 13.3-2) Fp,m1n = 0.230 Wp (ASCE 7-10 13:3-3) Fp= 0.367 Wp Fp = 1101.60 lbs. Fp,v = 0.153 Wp UPLIFT CHECK (ASD) Pe= 0.7·[Fp·(Y/2+y)/X + Fp,v/2] = 0.188 Wp = 564.14 lbs. Pd.min= 0.490 Wp = 1470.00 lbs. > Pe, NO UPLIFT (See reference) LOADING CHECK (ASD) Pe= 0.188Wp Pd.max= 0.510 Wp (See reference) ----0.698 Wp/ 1.33 = 0.524 Wp ~1rct · J O\ ~;f ~~ c?vit~ DL + LL GOVERNS -~ {BIV /6~¥:E ~fl~~~M:S ffe-<fc7 ( / Technical Data Sheet for AHU-1 JOB NAME V1U29X(RH000) REP. OFFICE Norman S. Wright-Climatec Meehl EquiDC JOB DESCRIPTION . Callaway Golf Headquarters -N . SALESMAN DC MODEL NUMBER RDSS00C ENGINEER . UNITTAGGiNG AHU-1 VERSION 4.71· SUPPLY -RETURN / EXHAUST Air volume 10750 10500 scfm Altitude 0 0 ft Extern.al static 2.50 1.50 · insWC Total static 4.67 1.50 ins WC _..,.-:-.,,,-_ -....,_ '\. CASING·DETAILS Unit dimensions· (H x W x Lins)/ 56x9Ax216 / . ·Unit weight ( lbs) I / 6158 )/ I} A'"\,ft\ \,_ Exterior \. \.. ~olyester paint exceeding ASTM B117 salt spray standard Liner Solid galvanized steel Insulation Nominal 2" thfck, 1 ½lb. density fiberglass Doors Single lever access doors on both sides ELECTRICAL DETAILS Unit 1.'qltage 460/60/3 M'A (amps) 40.6 MROPD ( amps ) 60.0 SCCR ( kAIC) 22.0 Field connection 1 Thru-door disconnect Controlbox location CONTROLS DETAILS Temperature controls DAC -Lon Talk comm card Airflow controls One duct static pressure sensor Auxiliary controls None Starting options Across the line SPECIALS. - 1) CU/CU Cooling & Heating Coils 2) ·ss Coil Casing 3) Shaft Grounding Kit 4) i" Pre Filter and 4" .Final Filter Static pressure 11.00 RETURN AlltSECTION Return air option b-100% Economizer with barometric damper Opening location Bottom Air pressure drop 0.10 Job Number: V1U29X Job Name: Callaway GolfHeadquarters • N~w I . Ins WC I Weight ins WC Page .2 of10 Plenum-options Smoke detector lo.co . lbs None None .. Prepared Date: 3/3/2015 www.DaikinApplied.com ·0 0 er er zz I» C 3 3 !I? g- :? > r-< C <>,-. -=c -<>N ~<D ~x G ~ :i ~ C .c C 2: ~ V ::. It ~ ...... -0 0 a, .... (IQ ,.. 11) 0 -a iil 'a' QI iil a. 0 QI ri ) Opening A Return air inlet B Coil piping entrarce C Condensate drain connection (1.5 MPl) D Discharge air outlet Dimensions measured from EB ~ X 10.00 152.00 156.00 186.00 y 6.00 69.90 95.50 12.00 ) Z W(Width) H(Height) 0.00 82.00 24.00 0.00 15.60 15.50 2.70 - 0.00 76.00 20.00 ) ! Bi : : : ___ _: .0 40. 0 riJ ~ :;· OIi a-... > :c C: • .... ~ :;; I _LI_,)..._,, . ..._,, L..,I I'/ \ .L I \I .__,..._,,I \I I 'I. I 11 J VIEW: General Arrangement No Ends ~ l;? DRAWN: 03-March-2015 (11 :11) z . r:,.:•7 t ~ ~OB NAME: Callaway Golf Headquarters - N ~ ,-;. 'i/'D~fKi. IN ~ l> UNITTAGG~G: AHU-1 y h/ · '"C • t -') -g, ~ MODEL: F\DSS00C x_ir n, w a. ---• N n 0 0 ,.. 3 U'I Unit Report For 25T HC IDF Project: Callaway Golf HQ IDF Preoared Bv: Mike Kolaric Unit Parameters Unit Model: .............................. .50HC·D28A3C6-0A0G0 Unit Size:.......................... .. . .. .. . . . .. . .28 (25 Tons) Volts-Phase-Hertz:. . ................ ..... . . .. . . .. 460-3-60 Dimensions (ft. in.) & Weight (lb.)*** Unit Length:...................... ......... .. .......... 13' 1.75" Unit Width:....... ... .. .. .. . . . . .......... 1' 2.375" Unit Height:........ .. . . .. .. . .4' 9.375" 03/02/2015 01:02PM Heating Type:............... . ... . . .. .. . ..... ... .... . ... .. .. .. .... None ••• Total Operating Weight:................. 2229 lb Duct Cfg: .................. .Vertical Supply/ Vertical Return Two-Stage Compressor Models Lines and Filters Condensate Drain Line Size: .... ,.......... . .. . ..... 3/4 Return Air Filter Type:. . .. ............... , ....... Jhrowaway Return Air Filter Quantity:................ .. ....................... 9 Return Air Filter Size:. .. . .. .. .. . ............. 16 x 25 x 2 Unit Configuration High Static Option Vertical Models E-coat Al/Cu -Al/Cu Base ·Electromechanical Controls Standard Packaging 2-Speed indoor fan motor controlled by VFD Warranty Information 5-Year compressor parts (STD.} 1-Ye1;1r parts (STD.) N.o optional warranties were selected. ... Weights and 01mensions are approximate. Weight does not Include unit packaging. Approximate dimensions are provided primarill forshippf.ng purpose~. For exact dimensions and weights, refer to appropriate product dat.i catal~. NOTE: Please see Warranty Catalog 500-089 ror·explanation of policies and ordering methods. Ordering Information Part Number Descri tion Quantit 50HC-D28A3C6-0A0G0 Rooftop Unit Packaged Rootto·p Builder 1.390 Page 4 of 18 ) Project: Callaway Golf HQ IDF Prepared Bv: Mike Kolaric o~~"f b, ~f Packaged Rooftop Builder 1.390 ) ) Certified Drawing for 25T HC IDF t,G. I __ f~_Y_ j 1 u f111SI jll_ll_2_-fi!J:5!il Ul.t3ll_ EAi AHO WITHOUT PACKAG!KG. TU( PRODUCT OATA CATALOG 03/02/2015 01:02PM ~ lntll[D PC I.II U-"t 111,U torool:1l'U 1><--tJcilil~ (,I C>ttJ{t (!ma-•1lOII rtCNIIOL~t[& snAOU, J1 4"1 1$" atttvUtt uPc-tft [JU(~ (mnt,t lMT rJt M•tu!Olll ~ t,ot tUS!Jr:l ~ >O(!lli{lt11 C.4-A IU 11111 mnictt •II\ .ar ac 11~tcsr~ « 1n1 tJJIQ'JT l;J"'l(tl ~s. ~J CMlfhrt '"n rnwu1u« e-t 1<i:1"f'OIIIHC.'!i ttJ1T;;t (Ol1{1J. ACt!tr,-.,..l /if ~ll(T .. r ~A y I o#P I . ii CORNERB , 1 u H I 2 D~tf~Wp) X L----1--------11-----s \).: IP\}\ _ U H If -r vJ~vp -:;:: ?,, 1) ' <' tJf ·CORP,ER D comE1 C z L, 111:1! •lf.11:11 ..s,m "''' TOP . FRONT :.4Jt Q.§124/10 ,s.pomcs 50HC 28 SINGU ZON[ ELECTRICAL COOLING WITH [LECTRJC H[,\l 50tt(502161 i \ Page 6 of 18 -.,--.,_..-.-.... ---~..., -~ (¼:if ' ~ . rtsiJ U'~k{it-, t~l?~ ~Pfr,iJ) · .ff?tr~ $i-1'7'Jl,,,#;,11~iJ. 1l flf2J/\l7__ V~iV JjJ~ (J.iJ~) 1--'\! vf'Jt.ff' t,?f.{V . ' ' .. f-':kj2,,-.Jb e, f)tp''[T-...f/ .?'1rz.1Al~f2.. ~u~p, .t-Ltf ~f~eJt · l)fltf~ Q!,l f VNOJt(Z r<pj [?Ovjq· 1 M l~v fil~v ~~.(1 dt1W~ -;,,..o fbtl--C.;G1H1 ,o . rt.~ -bf)...0 1,,[.. 'l' 1-INO ~~ @½~b r"( I_ (lt:-tZf.'.'.· P~l~l::!-Lq,.,o f~t f~r f-';f l4'fJ.O f'4~ i,,O l.~-P !7F ·C(r9,~ &/~-,.1,r-r ) ·* /;(~lVo/0 9 Sf..oi--V"MJ ,-.,_ ·-. ~ I a }\'U?-JP-r&rt1+!:!dffe.~GJ. '?\\):,~.:-'f:rt~· ( s J ) ~ !..) lDo~ ·14'eslo pe,,~ iL0e-f'l.Jf ¼,ti,;;. 1~~:v ~~ ·i ~ ~ ~ ~ ($ \ ~ 4 ... 1''\ A ~ :1s ~ _c....-;. __ t1r'1 ~-v pl 1/21)/~ ffeQ ilr,/",?\10:,.,J ;,::. q.p~ 1.-!1~. wm B ~~;{ · ~vp ..... SOUTH.ERN CAllFORNIA SOfL, &. TESllNG, lNC. 6230 lti>trdale St~\, $:in 1>.efo, CA 921.20 ~O:Boic 6°-0li27, Saa Dicco, CA 921~7 619-2S0-4l2l. FAX '19-280-4717 November 11, 1997 Callaway Golf 22S.S Ruthenord Road Carlsbad, Califonu .. 92008 ATTENTION: Andrew Gtacey SUBJECT: Ad,&:cdum to Report of Gcote~ea.l Investigation, Propo.scd Golf Ball Facility, Lot Numbers 39 and 40, Carlsbad Research Cent«, Ruthmord Road, Carlsbad, California. Gentlemm: •,. In t,;;cordance with 'the requcSt of the project structural ~ee:r, this addi:ndum hu beoi pxepired to ptovide formulas for the allowable soil bearing capacity for tb subject proj~t. Based on tbe soil conditions exposed in out sub~ exploratious and on the results of the ·· llirect.sbear te$tS, it is our opmion that the l!llowable soil !>wing pressure for the prevailiug soil ~ditionsmaybedetcrminedftomthefolloWingequatiOfl$: . f • , ;_, ... ,x l ,-,., <i -..,,1tr .... ,2.,.. f('-:!~+t, ..... 1 l>-'V'/, ~---,., 0 l,'-7, Continuous footings: q • l.40+ 0.600 + 0.288 SQ1WC Footinss: q •l.68 +-0.60I> + 0.22B • ,.,· .1 ·-~-··. · ·· ~=:e: q -Allow,b~ soil bearing pms11rc inli:ips/squa,re foot· · · D • Footing depth in foet B • Footing width in fcc:t Based on ibestt equauo:is, continuous footitigs with the millimum cmbcdmcnt depth o o feet and minimum width of 1.5 feoct will .have an allowable soil bari11g capacity of3.02 kips per ./ $Q1WC foot. square foomip will have an allowable soil bearing capacity of3.32 kips per square foot. The allowable soil beari~· 'ty calcw.ated for odu:r size footings \1$ing the above cq-uatloll$ should bo µmitcd ~ s per square foot . If you have any questions reviewing this report. please do :not hesitate to contact our offic~. · Tois opportunity io be of professional. is sincc:tCly appreciated. RespectiuUy submitted, · ,-:-.. SOUTHERN CALIFORNIA SOIL & TSS!ING,'INC.; · · ~~" cc: (3) Submitted . (3) S~G~1m,:0roup .. · . . . ... SCS&T 9711220 October 6, 1997 ·Page 8 minimum of-90 percent of its maximum.dry density. The upper twelve inches of subgrade beneath ptwecl areas should be compacted to 95 percent of its maximum dry density. This compaction should be obtained l:iy th(} paving contractor just prior to placing the aggregate base material and should not be part of the mass grading requirements. The maximum dry density of each soil type should be determined in accordance with ASTM Test D-1557-91, Method A or C. FOUNDATIONS GENERAL: Shallow foundations may be utilized for the support of the proposed structure. The concrete tilt-up panels should be supported on continuous footing~ as .opposed to, isolated pad footings. Conventional shallow foundations should have a minil'num depth of24 inches belo~ lowest adjacent finish pad grade. A_ minimum width of 18 inches and 24 inches is recommended for continuous and isolated ~ootings. r~pectively. A bearing capacity of 3,000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Footing reinforcement should be specified by the project structural engineer, However, as a minimum we recommend that both exterior and imerior continuous footings be reinforced with at least t~o ~9.: 5 bars positio~d near the bottom of the footing and two No. 5 bars positioned near tn.e top of.the footing. This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. SETTLEMENT CHARACTERISTICS: The anticipated total and/or differential settlements for the proposed structure will be less than one inch, provided the recommendations presented in this report are followed. It should be recognized that minor cracks nonnally occur in concrete slabs and foundations due to shrinkage during curing or redistribution of stresses and some cracks may be anticipated. Such cracks are not necessarily an indication of excessive vertical movements. EXPANSIVE CHARACTERISTICS: The anticipated foundation soils were found to be tnoderately to highly expansive, The recommendations presented in this report reflect this condition. FOUNDATIONl'LAN REVIEW: lt is recomme11ded that the foungationplans be submitted to this office . . . for review. -.. -..... SCS&T 9711220 Occober 6, 1997 Page 9 ON~GRADE SLABS INTERIOR ON-GRADE FLOOR SLAB: T11e thickness, reinforcing and compressive strength of the interior slabs in the manufacturing area should be specified by the structural engineer. However, as a minimum~ ·we recommend that the interior concret(l on-grade floor slabs should have a minimum, actual ~id:ness _offive hlches in the offic;e areas and six inches in the rnanufacturipg and warehouse areas. The interior slabs should be reinforced with at )east No. 3 reinforcing bars placed at least at 12 inches on center _each way. In office areas or other areas that may be subjec_t to moisture-sensitive floor covering or equipment, 1he slabs should be under!ain.by a four-inch blanket of clean, poorly grad~d, coarse sand. The sand should have less than ten percent passing the #100 sieve. Where moisture-sensitive floor coverings are planned, a :visqueen barrier should be placed in the center ofthe sand layer. EXTERIOR SLABS-ON-GRADE: Exterior slabs (excluding driveways) should have a minimum thickness of five inches. Walks or slabs five feet in width should be reinforced with at least 6"x6"- W2.9xW2.9 (6''x6"-6/6) welded wire mesh, or No. 3 bars at 24 inches on center each way, and be provided with weakened plane joints. .Any slabs between five and ten feet should be provided with longitudinal weakened plane joints at the center lines. . Slabs exceeding ten feet _in width should be provided with weakened plane joints in accordance with A.merican Concrete Institute Standards. EARTH RETAINING WALLS FOUNDATIONS: The recommendations provided in the foundation section of this report are also applicable to earcb retaining strucrures. ,..---:=c..._.RESSURE: The passive pressure for the prevailing soil conditions may be considered to be 300 pound per square foot per foot of depth up to a maximum of 1,500 psf. This pressure may be ..,__,,~r-eas-ed one-third for seismic loading. The coefficient of friction for concrete to soil may be assumed to be 0.35 for the resistance to ll!teral movem~nt. When com9ining frictional and passive resistance, the former should be reduced by one-third. \ The upper 12 inches of soil for exterior retaining walls should not be included in passive pressure calculations unless they are overlain with pavement or concrete slabs. ACTIVE PRESSURE: The active soil pressure for th!! _design of ~ined and ~~--~arth retaining structures with level backfills may be assumed to be equivalent to the pressure of-a fluid weighing 45 pcf and 60 pcf, respectively. These pressures do not consider any other surcharge. If any are ,..., c,rn 206os9s.01 ,\ugust I 7, 1()(.)6 l>ngt• No. 10 be compacted ro 95 perccnr of its mnximum dry density. This compaction should be obtained br the paving contractor just prior to placing the agi,>regate base material. SURFACE DRAINAGE: The ground around the proposed Structure should be graded so that surface ,,·~tcr flows mp idly ll\\'ll~· from the structure without ponding. In geu~ral, we rcc()mmend. that ihc ground adjacent to strucnu:cs slope away at a gradient of at foast two percent. Dcnselr \·cgcmred areas wlicre runoff can be impnircd should have a minimu_m gradic11t of nt least five percent within the first thr<!c feet from \be structure. Gutters and downspouts should discharge into controlled drainage devices. FOUNDATIONS GENERAL: Based on our findings and engineering judgment, the proposed parking ~tntcture may be suppc>rted by conventiorutl continuous and isolated seread footings. The following recommendations arc considered the m.iuimum based on soil conditions a11d arc not intended to be lieu of ~tn1ctural considerations. ,\11 fot!nJations shnuld be designed bya qunlificd strucrurai eJJginecr. CONVENTIONAL FOUNDATIONS: Convemi,Jnal spre.1d footings supporting the proposed structure should be cmbedd~~ at least 24 inches below finish rad sede., Continuo,us footings should have a minimum width of 15 inches, Isolated and retaining wall footings should have a 1nin,imum width of 24 inches. i--·· "}.,::, f· C· (,}) T' 0·"-~-I) k'"-"' .,~v,e- BEARING CAPACITY: Conventional continunus spre11d footit1gs with the above minimum dimensions may be designed for an nllo\'(·able soil bearing pressure of 3,000 pounds per square foot. 'L1tis value may be ~--.. --·---···------_..,._ increased by 600 pounds per square foot for each addi~l foot o'. cm~ and .3,5..2,Jl.?.~ns~e.r ~ll-S ~ f~c?t for each additional foot of widM1 \ll?J.9 .. ~Jl}:\.lMl.llPl.o!,M)(l():J:?OI.Jlls.!~.~£!'. S<;juare foot. This value lllilY ~lso be increased by one-third for combinations ·of temporru:y lo11ds such as chose dt1c to wind or seismic lc,ads. FOOTING REINFORCEMENT: The project scructural engineer should provide reinforcement tequircment, for fom1dations. However, bnscd on soil conditions, we recommend that the minimum reinforcing for C(>ntinuous footings should co11sist of at least ~o. 5 bars pc)siuoned three inches nbovc the bottom of the footing and rwo No. 5 bnrs positioned two inches below t11c top of the footing. LA.TERAL LOAD RESISTANCE: Lateral loads ag.unst foundatio11s may be resisted by friction between the bottom of the footing and rhe,supporung soil, nnd by the passive pressure :\bl'llinst the footing. '111c CWE 2060595.0l August 17, 2006 Page No. 11 coefficient of fric~on between concrete.and soil inar be considered ro b~ 0.30. TI1c passi¥e resistance may be considered to be equal to an equivale11l fluid weight of 3i)Q pounds.per cubic foot. This assumes the footings are poured right against undisrurbed soil. If a combination of the-passive pressure and friction is used, the friction value should be re<,luced by <foe-third, SETTLEMENT CHARACTERISTICS: The anticipated total and differential settlement i~ expecred to be about one inch and one inch in eve~ forty feet, re$pectively, pro\'ided the recommendations presented-in this repon arc followed. It ~hould be recognized that minor cracks nom)ally occur in concrete slabs and foundations due to concrete s)1r.inkage during curing or redistribution.of stresses, therefore some cracks should be anticipated. St1ch cracks are not necessarily an indication of excessive vertical movements. EXPANSIVE CHARACTERISTICS: The on-site soils are expected to have a "medium" to "high" ei.-pansion index. The recommendations within this report reflect these conditions. FOUNDATION PLAN REVIEW: 111c foundation plans should be submitted to this office for review in order· to ascer~ that the recommendations of this report haYe been 1lllplementcd, and that no additional recommendations are needed due to changes in the anticipated constn1ction. FOUNDATIONEXCAVATION OBSERVATION: All foundation exca\•ations should be observed by the Geoceclmical Consultant prior to placing c?ncrete in order to detc.rnwe if the foundation r<.-commendatfons prese.nted herein nre followed. All footing excavations should be e:,cavatcd neat, l<!\•el, and square. .All loose or unsuitable material should ·be removed prior to the placement of concrete. SOLUBLE SUFATES: The water soluble 1mlfate dontent was determim;d in accorcfance with California Test Method 417 fur two representative soil satnples from the si_tc. Tl;e results of these tests indicate that the representative soil samples had soluble sulfate contents Qf0.087 aqd_0,046 percent Soils with a solubl~ sulfate content of less than 0.1 percent are considered to be negligible and no special recommendations arc needed. . - SEISMIC DESIGN PARAMETERS Based on our Deterministic Seismic Hazard 1:\nalysis, the Maximum Grol!nd Acceleration :it the site is estimated to be 0.29·g (based upon a 1fax.im'1m Mag11irudc Earthqu.-ikc of 7.2 magnitude along the Rose Canyon fault Zone). For stn1ctural design Pl1;1'.POscs, a damping r:ltio not greater than 5 perclmt of J lll)' 18, 2008 purririons_ n r,nllctr nt the first l1oor b·el nnd foul' c:onfcrencc room~ di\•idcd b)' two folding partition~ on tli,c >'\.'.>:ond flour k•,·el, nnd i~ ci.pectcd to be conmuc;tcd usiug sted frnnung. The prqposcd impro,·emc111s \\ill hl' ~11pp(1rted by contimm1t$ and/or isolated footings . . \~ indk'lltctl b)' B"ring B-l in tl1e .i:cJcrcnced:geotcdmicnl re~ort prcpnrcd b}' Sou.thcrn Cnlifomin Soils nnd T<-s·ting. Inc., Report N,), SCS&T 9711220.1, dnted·October 'JO, J 997, the project nrca i~ exptctcd to be unclcrl:iin by nppro:cimntely 15 feet of compa!=ted till material. The upper three feet of fill mlllerfal ,v:is r~·movcd Md rl..1>1:lced as uniformly compncted till during-the site p~ceisc grading opcmtion dnc to,looscning between th(' rime when the property wis origin~lly graded in ·J!)84 n11d the precise grnding in 1998. l3nscd on our rc\•icw of the Southern c,.lifornia. Soils nnd Testing botings 1111d our boring$ done for th/! propo$cd gar:ige s1n1cture, the fill is expected to genernlly consist of $ffi)'ish-brown to greenish-brown, sllndy, ~ilty ell\}' (CL) nnd.grnyish-brown, silty clay (CH/CL) that is stiff to very stiffln con~istency. The fill is expected to poS$cs~ n medium to high expansion index nud low settlement potential in its present condition. The fill is consider.eel ,uitable to $uppoct. the proposed .improvements. ' Tcmm:}·-ngemnterfa1s of the Snntiigo Fonnntion underlie the·fillmntcti;il ntdeplh. The fo11nntional mntcrial gcncrnlly coMists of grccnish-btown to gu.yish-brown, ailt.y clay (CL) thnt is very stiff to hnrd in-consistency. '111c 1nntcdnls of the Snnw.go F.onuntion ni:e expected to possess II medium 10 high· expansion indc:c:,.nud in their pre~cnt condition, 11cc c:.pccted to possess low scrtlcmc11l potential. Bn~ed 011 thr site prepn1-ntlon p1"0ccduru th11t wok place during the development of th~ subject facility, it is uur opit.,ion thnt the proposed improvements mar be ·supported by iprcnd footi!lg designed in nccorclnnce with thli recommendations ptC$cntcd in our referenced geotcchnical report (CWE 2060595.02). To reiterate, spre:1d footing~ $hould be founded nt least :M inches below finish gre,dc And ~hould have a minimum width of 15 iochc~. lsolntcd footi11gs shouldh~".e a minimum width of24 inches. $ irend footing:; with the nbo\'C minimum ditncruions maybe designed foun allownble soil bcariug-ptcsrnre-of 3,000 , unds ,et s unrc foot. 'lni, \•,due mny be increased by onc-tbird for combihncion~ of tcn1porn1y loads ~uch ·n~ thnsc d11v to wind or ~eismic loads. Tiu: p•~>JCCI ~1mc1ui:nl cng;necr sl1ould provide rcinforccmcnr ccquircmcnt$'for fmmclntiuns, However, bn~ed n,1 cxi$ling ~uil .:cmdirion~. we recommend dint the 1nirumu1n rciufordng for sprcnc!Jooting$ ~hould consist of 111 1~·,,~r 1wn Nn. 5 ban; puNitionc<l nc:tr the bottom of the footi11g and two No. 5 b:1&:l< posuioncd n~-nr the lop of llw f111ui11f(. ... -·,. C\'i'E 2080-193.<)IR jlll)' 18, ~008 T'agcNo.3 l~;ll<·ral load, nwun~1 fbundnrions m:i.y be resisted by friction between the bouom of the t'ooring and the ~upporting sou, ;ind.by the pa~si\•c prcssu_rc against the footing. 111c: coefficient of fcictlon between concrete n,,tl inil mny b-, con,idl'rcd to bc·0.30. The pnssh•c resistance ma}' be considered.to be equnl to nn cquivalem t1uld 11·cigh.t.!!LlilQ.pou11ds per cubic foot. l11is assumes the footin~-nrc poured tight againM undist1,1rbed «c1il. If :1 (Ombination of the pas$h:e prenurc and friction is used. the friction ,·nine should be reduced by one-third. '.llw anticipat4:d totnl :md diffcrcntl~l foundntion settlement is c.~pcct~d to be less ·than about I inch nnd 1 inch in -IU focc, rc,pcctivdr, provided die rccoinmcndations presented in this report :ire followed. It shm,ld ·be rec<;ignizcd thnr minor cracla normnllr occur in concrete slabs nnd foundations due to shrinkage during curing or redistl'ibution of $1.l:esscs, thcrcfore some cracks llln)' be anticipated. Sucb-cmcks are not necesMril)• nn indication of cxccssi,·c vertic.'11 movements. The foiind:uion pfans should be submitted to this office for review in o.rdcr to ascertnill thnc the n:co1mncndntions of this reporthnve bccn-implemcotcd, 11nd that no ndditiomU recommcndntions are needed due: to change$ in.the nnticipntcd construction. All foundntion-exciwiidons should be observed bJ' a rcpresent;itive:of this office prio;t" to the placement of fom1~ or rcinforccnu,nt in order to verify that the footings h1we the proper dil11ensio11s and thnt the soil condiuon.s nre :t$ anticipated during the fonnntion of our fuund\ltion recommendations. Dnml tJ!l our Stismic Hnz.1rd .Analysis using tl1e CJ1liforoia Building Code, the Peak Ground Accdcrotion at the sire fa estimated to be 0.3 lg. \Y/e :ire providing in tabular form below the scismicallr 1-e_L1ted design pnnu11c1,;r~ from Ch:iptcr 16 of the 2007 editi011 of the Cnlifornia Building_ Code (CBC). .,-~ ., CBC 2007 EDITION. SEISMIC DESIGN PARAME'l'ERS CBC-Chapter16 Seismic Design-Parameter Recommended Section Value 'ta_blc J 613.5.2 Soil Profile Type C Figure l 61 ~.5 (3) ],,·fopped Spec~! Acceleration. for Short Pcriod.s (0.2 sec),,'S, 1.164- Fi~1re 1(\13.5 (.J.) i\-lnppcd, Spcctr.il Accekr.1tion for 1,0-Sec Pcl"iods (LO ~cc), S1 0.+10 Table i613;5.3 (i) Site Coe(ficient, F, LOO T:ibk 1613.5.3 (2) Site Coefficient, F, . 1.36 Section 1613.5.3 SM~= MC'E $pccb:iil Respoose at0.'2 sec.= (S,)(F,) 1. 164 g Section 1613.5.3 s~11 :: MCE'Speciral Rc$ponse nt 1.0 sec. ·= {Si)(R). 0.598 g $cc1io11 1613.5.4 Sn~ = De$ign SJJec1r.1I Response at_ O:i:scc, = 2/3(SM~) 0.776g Section 1613.5.4 Sm =-Dcsi1t11_ Spcctntl Rc~pon~c ilt 1.0 sec.·= 2/3($,ul u·,399 g STATE OF CALIFORNIA LIGHTING CONTROL ACCEPTANCE DOCUMENT • CEC-NRCA-L Tl-02-A Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-LTl-02-A Lighting Control Acceptance Document (Page 1 of 5) Project Name: ~\,L,N -.,, .. 1~;~" ~-, ._--:;,_ y i. 'J ;_ ... '-":J!1 .. '__! ""t ,:'"!If~~' -W'"'JI"' 11 ',_ ,:' ".'l "I-., 11..,,.. 1: ._..._. • ._~~ .. ~,~~, "1, 1' _,,..._'•:!I'~~ ... 'S" ''C ~ J •-. ';'!l"~i}"'I• 11• i"I -,._ , -. ~ ~ C "'.I: "I: "I~ "".'IA. • '~_..:'T "f 1r' '9 <f ~-!I' .. -.;:-:; .._ "¢.--s -~~ ... ' ~_:"-,t '11 I > a 'l'z. Note: For more than 3 spaces attach additional sets of pages 2 through 5, as required. ,Enforcement Agency Us,e: ¢hec:1Red b.y/Pi;lie. Automatic Shut-off Controls: Automatic Time Switch Control and Occupant Sensor Intent: I Lights are turned off or set to a lower level when not needed per Section 110.9{a) & 130.l{c). Guidance This acceptance test form must be filled out for all newly-installed lighting control systems of the following types: I. Automatic Time Switch Controls II. Occupancy Sensors l!I. Partial-OFF occupancy sensors IV. Partial-ON occupancy sensors (only if used to claim a Power Adjustment Factor) V. Occupancy Sensors serving small zones in large open plan offices (only if used to claim a Power Adjustment Factor) For automatic daylighting controls use acceptance test form NRCA-LTl-03-A; for demand responsive lighting controls, use acceptance test form NRCA-LTl-04-A. ·, ;~·~. The tests on this certificate are required by Section 140.6(a)2 and 130.4(a) of the Building Energy Efficiency Standards 2013. The tests themselves are described in Sections 140.6(a}_2 at1d in Reference Appendix NA7.6. A. Construction Inspection Fill out Section A to cover spaces 1 through 3 that are functionally tested under Section B. Make as many copies of pages 2-5 as are required to test all spaces in the building, and attach to page 1. Instruments needed to perform tests include, but are not limited to: hand-held amperage meter, power meter, or light meter 1 Automatic Time Switch Controls Construction Inspection-confirm for all listed in Section B a. All automatic time switch controls are programmed for (check all): NI~ D Weekdays D Weekend ---- D Holidays b. Document for the owner automatic time switch programming (check all): tll~ D Weekdays settings D Weekend settings. D Holidays settin~s D Set-up settings D Preference program setting D Verify the correct time and date is properly set in the time switch D Verify the battery is installed and energized D Override time limit is no more than 2 hours Occupant Sensors and Automatic Time Switch Controls have been certified to the Energy Commission in ~ accordance with the applicable provision in Section 110.9 of the Standards, and model numbers for all such controls are listed on the Commission database as Certified Appliance and Control Devices 2 Occupancy Sensor Construction Inspection-confirm for all Hsted in Section B ~· Q"ccupancy sensors are not located within four feet of any HVAC diffuser ~ (Jltrasonic occupancy sensors do not emit audible s_ound 5 feet from source . CA Building Energy Efficienc:y Standards -2013 Nonresidential Compliance June 2014 ,,. STATE OF CALIFORNIA LIGHTING CONTROL ACCEPTANCE DOCUMENT CEC-NRCA-LTl-02-A (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-LTl-02-A Lighting Control Acceptance Document (Page 2 of 5) Project Name: ~~N EnforcementAge~ ~ ~\?:,~ Permit Number: ('Jl,l~OloD ProJectAddres~\%'{) ~\) City:~~N\) ZipCode~ -· -. -... ::;:-------.. ·-----r~--· C -----. ---- B. Functional Testing of Lighting Controls Representative Spaces Selected For every space in the building, conduct functional tests I through V below if applicable. If there are several geometrically similar spaces that use the same lighting controls, test only one space and list in the cells below which "untested spaces" are represented by that tested space. EXCEPTION: For buildings with up to seven (7) occupancy sensors, all occupancy sensors shall be tested. (NA7.6.2.3) ~ Tested space/ room name: ~(.(;. Space Type ( office, corridor, etc) OfF\c.G 1 -Untested areas/rooms H o,m ,H1., I\'.~ ,Hti I us 1IC6 i 1st, r-s2-, ,i.i, \1-J Tested space/ room name: ox€}-) Off~ Space Type (office, corridor, etc)©ffta; ~ 2 Untested areas/rooms \'l,~- Tested space/ room name:·'™--~ Space Type (office, corridor, etc)\,J~ ~ fi._ 3 Untested areas/rooms \1--\,~ ,\L\ 0, \l-\ 5 Functional Tests l Confirm compliance (Y/N) for all control system types (I-V) present in each space:~· I\' Tested Space Number 1. Automatic Time Switch Controls 1 2 3 Step 1: Simulate occupied condition a. All lights can be turned on and off by their respective area control switch Y/N Y/N y /N b. Verify the switch only operates lighting in the ceiling-height partitioned area in Y/N Y/N Y/N which the switch is located Step 2: Simulate unoccupied condition a. All lighting, including emergency and egress lighting, turns off. Exempt lighting Y/N Y/N Y/N may remain on per Section 130.l(c)l and 130.l(a)l. Manual override switch allows only the lights in the selected ceiling height b. partitioned space where the override switch is located and remain on no longer Y/N Y/N Y/N than 2 hours (unless serving public areas and override switch is captive key type). Step 3: ~ystem returned tq initial operating conditions Y/N Y/N Y/N 2. Occupancy Sensors 1 2 3 Step 1: Simulate an unoccupied condition a. Lights controlled by occupancy sensors turn off within a maximum of 30 minutes &N tr)'N ®N from start of an unoccupied condition per Standard Section 110.9(b) b. The occupant sensor does not trigger a false "on" from movement in an area U£,N 0N 0N adjacent to the controlled space or from HVAC operation Step 2: Simulate an occupied condition = - a. Status indicator or annunciator operates correctly WN (Y)N (y)J N Lights controlled by occupancy sensors turn on immediately upon an occupied Q_)N @N (0,N b. · condition OR sensor indicates space is "occupied" and lights may be turned on _ manually Step 3: System returned to initi;;il operating conditions ( Y)/ N lY}N WN CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 STATE-OF CALIFORNIA LIGHTING CONTROL ACCEPTANCE DOCUMENT CEC-NRCA-LTl-02-A (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-LTl-02-A Lighting Control Acceptance Document (Page 3 of 5) Project Name: ~'N Enforcement Agency: ~ ($-~~1\0 Pec'.~1~01~0 ProjectAddres~~ ~ City: ~~w . ~ . Zip Codel{'U)~ -· -. . . --. . . ... .. .. . .. ---~ ' .. 3. Partial Off Occupancy Sensor Nik 1 2 3 Step 1: Simulate an unoccupied condition - a. Lights go to partial off state within a maximum of 30 minutes from start of an y /N Y/N Y/N unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false "on;' from movement in an area b. adjacent to the controlled space or from HVAC operation. For library book stacks or Y/N Y/N Y/N warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the alsle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power,·or: • No more than 60% of installed lighting power for metal halide or high c. pressure sodium lighting in warehouses. Y/N Y/N Y/N • No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition a. The occupant sensing controls shall turn lights fully ON in each separately controlled Y/N Y/N Y/N areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors \Jlk 1 2 3 Step 1. -Simulate an occupied condition. Verify partial on operation. a. Immediately upon an occupied condition, the first stage activates between 30 to 70% Y/N Y/N Y/N of the lighting automatically. After the first stage occurs, manual switches allow an occupant to activate the b. alternate set of lights, activate 100% of the lighting power, and manually deactivate Y/N Y/N Y/N all of the lights. Step 2. Simulate an unoccupied condition a. Both stages (automatic on and manual on) lights turn off within a maximum of 30 Y/N Y/N Y/N minutes from start of an unoccupied condition per Standard Section 110.9(a) b. The occupant sensor does not trigger a false "on" from movement in an area adjacent Y/N Y/N Y/N to the controlled space or from HVAC operation 5. Additional-test for Occupancy Sensors Serving Small Zones in Office Spaces Li,~r than 250 Square Feet, to Qualify for a Power Adjustment Factor (PAF) ~ 1 2 3 First, complete Functional Test 2 (above) for each controlled zone I Step 1. Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test II. a. Area served by controlled lighting (square feet) b. Enter PAF corresponding to controlled area from line (a) above (<125sf for PAF=0.4, 126-250sf for PAF=0.3, 251-S00sf for PAF=0.2). c. Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance d. The PAF corresponding to the controlled area (line b), is less than or equal to the PAF Y/N y IN Y/N claimed in the compliance documentation (line c) e. Sensors shall not trigger in response to movement in adjacent walkways or Y/N Y/N Y/N workspaces. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA LIGHTING CONTROL ACCEPTANCE DOCUMENT CEC-NRCA-L Tl-02-A /Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE Lighting Control Acceptance Document ProjectName: ~N EnforcementAgen~"" oY~\SkJ ProjectAddres~\'tt)-(2~ City: ~\b"E:Av -. ----.. .. .. -· ----·--.' f. All steps ·are conducted in Functional Test 2 "Occupancy Sensor (On Off Control)" and all answers are Yes (Y) C Testing Results I Automatic Time Switch Controls (all answers must be Y). II Occupancy Sensor (On Off Control) (all answers must be Y). Ill Partial Off Occupancy Sensor (all answers must be Y). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be accompanied by passing Test I or Test II. IV Partial On Occupant Sensor for PAF (all answers must be Y). V Occupant Sensor serving small zones for PAF (all answers must be Y). Also must pass Test II D. Evaluatio.n : NRCA-LTl-02-A (Page 4 of 5) Per~lt@1~o Zip Codeq,zre~ .. ~::-----;' ·~ .. -- Y/N Y/N Y/N PASS: All applicable Construction Inspection responses are complete and all applicable Equipment Testing Requirements responses are positive (Y .. yes) CA Building Energy Efficiency Standards .. 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA LIGHTING CONTROL ACCEPTANCE DOCUMENT CEC-NRCA-L Tl-02-A {Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-LTl-02-A Lighting Control Acceptance Document (Page 5 of 5) ProjectName: ~N EnforcementAger'!_~ af-~\)~ ProjectAddres72.,\'10 ~ City:~?,~O Zip Codert2ro 3 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Acceptance documentation is accurate al')d complete. 1 I () I /'\ Documentation Author Name: MICHAEL ROSALES Documentation Author Signature: \\ i\\\ ~~ 0Y> Documentation Author Company Name: NEW WAVE ELECTRIC Date Signed: \"2-I \ ioh t Address: 2612 TEMPLE HEIGHTS DRIVE CEA/HERS/ATT Cer'tificatlon Identification (If applicable): TC-A814228 City/State/Zip: OCEANSIDE, CA 92056 Phone: 760-757-0187 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the iaws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. \ \ n Field Technician Name: Field Technician Signature: \\l\t~W~ MICHAEL ROSALES Field Technician Company Name: ELECTRIC Position with Compan~il~:CTRI C IAN CAL-CTP(AT) . NEW WAVE & Address: ATT Certification Identification (if applicable): 2612 TEMPLE HEIGHTS DRIVE TC-A814228 City/State/Zip: Phone: Date Signe\'1..h b{ 1< OCEANSIDE, CA 92056 760-757-0187 RESPONSIBLE PERSON'S DECLARATION STATEMENT I I I certify the following under penalty of perjury, under the laws of the State of California: 1. I am the Field Technician, or the Field Technician is acting.on my behalf as my employee or my agent and I have reviewed the information provided· on this Certificate·of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the c1pplicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this·Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and c:onforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building·permit(s) issued for the building. 5. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the (:locumentation the builder provides to the building owner at occupancy. . . \. \ (). Responsible Acceptance Person Name: Responsible Acceptance Person Signature: \\ \ t,. k. I I l 0 MICHAEL ROSALES V ...__ Responsible Acceptance Perso£lii:wanWAVE Position with Company (Title): 1 . - ELECTRIC ELECTRICIAN & CAL-CTP (AT) Address: CSLB License: 2612 TEMPLE HEIGHTS DRIVE c~10 #963162 . City/State/Zip: Phone: Date Signed:\''Z J \ J \ <"" OCEANSIDE, CA 92056 760-757-0187 I CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 ~ -V') ~ '-..J ~ Si ATE OF CALIFORNIA MECHANICAL SYSTEMS ---. .,,_. __ .... ._ .. -...-~--.............. ..... ._. .. --.-... "" .... ,, . ...,., ...... ,, ........ ,.,._,,,_ ..... _ ...... ,. __ ~_,, .. RECEIVED •• CERTIFICATE OF COMPLIANCE NRCC-MCH-01-1: Mechanical Sy,stems IA/\R 11 ?n1!l {Page 1 of~) Pro~tlomo: Callaway Headquarters Building .• T.I. ' 1 ooteP,cp;,""": 3/6/2015 CITY OF CARLSBAD MECHANICAL COMPLIANCE FORMS & WORKSHEETS (thetkboic if worksheet is included)t:jUILUil\11..::J UI V lvlVI\I r:or detailed instructions on the use ·of this and oif Energy Efficiency Standards compfianceforms, ·refer to the 2013 Nonresidential Manual Note: The Enforcement Ag~ncy may reauire oil forms to be incorporated onto the bttlfdfng plans. .. YES NO Form/Worksheet# Tltle llJ 0 NRCC-MCH-01-f {Part 1 of3). Certfficate of Compliance, Declaration. Required on plans for all subrnlttals, el q NRCC-MCH-01-E {Part 2 of 3) Certificate of Compliance, Required Acceptante'Tests (MCH-02A to 11A), Required on plans for all submittals. llJ 0 NRCC-MCH-01-E {Part 3 of 3} Certificate of Compliance, Reauired Acceptance Tests (MCH-12A to 18A). Required on plans whete applicable. IZI 0 NRCC-MCH-02-E {Part 1 of 2) Mechanical Dr.v Eauioment Summary is required for all submlttals with Ceotra! Air Systems. It is optional on plans. ~ Cl NRCC-MCH·02~E (Part 2 of 2} Mechijnical Wet Equipment Summary is-required for ali submittals with chilled water, hot water or condenser water systems, It is optional on plans. ~ Cl INRCC-MCH-03-E Mechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is !Optional on plans. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required forms) Designer: This form is to be used by the designer and attached to the plans. Listed below f.ire all the acceptance: tests for HVAC systems. The designer is reqvtred to check the apJ)licoble boxes/or all (1r:ceptance tests that apply and list all equipment thot reqvires an acceptance test. ATl-equipment of the same type that requ1res " test, Ii# the equipment descriptlon and the number of systems. lnsta111ng Contractor: The contractor who installed the equipment is respOn$ible to either.conduct the acceptance test them self or have a qualified entity run.the test for them, If more than one person has responsibility for the acce.ptanr;e testing, each.person_ shall sign-and submit the Certificate of Acceptance applicable to the portio~ of the constr1.1ction or installation for \vhich they are responsible. · Enf!)rcement Agency: Plancheck-The NRCC0MCH-OJ.·E form:Js not considered a completed form and Is l'/Ot to be accepted by the building department vn/es:;; the correct boxes are checked. lnsoe-ctar~·Before occupancy permit is granted alJ newly installed process systems must be tested to ensvre proper ape.rations. Test Description MCH-02A MCH-03A MCH•04A MCH-OSA MCH-06A MCH•07A MCH·08A rvtCH·09A MCH·lOA MCH•:t1A Equipment . #of Outdoor Single Zone Air Etonomlzer Demand Supply Fc1n Valve Leakage Stipplt Water Hydronic Automatic Requiring iesting · units Air Unitary Distribution Controls Control I/AV Test TelllP· Reset System Demand Shed or Verification Ducts 1/entilatlon Variable Flow Control (DCV) Control (E)AHU 4.71 1 El D D IZI a D Cl 0 D il D 0 Cl a Cl CJ CJ 0 0 Cl CJ 0 Cl CJ Cl 0 CJ D D CJ a Cl Cl a 0 CJ D Cl a CJ a Cl D a Cl D ·c a CJ Cl a Cl a Cl Cl a Cl Cl Cl a CA Building Energy Efficiency Standards • 2013 Nonresidential Compli.ince June 2014 . Ctr! STATE OF CALIFORNIA MECHANICAL SYSTEMS l'IJ --·~·,.--~··-· • ...,. -,, ..... y_..,. .... ..,..,. •• ·~ _.,-~o.,,•• _,, ••• ,._.._,,._._..,_. _...,1--..1n·u._.....,._.,. CERTIFICATE OF COMPLIANCE NRCC-MCH-.01-E Mechanical Systems {Page 2 of 3) ProJcctPJ..,,,.., Callaway Headquarters ·Building -T.I. I o.,. Pr•p.,r•d· 31612015 '. , MECHANICAl HVAC ACCEPTANCE FORMS (check box for required forms) Des!gner: This form Is to be used by the designer and attathed to the plans, listed below ar:e all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes fora/I 1.tcceptance tests thot opply and lirt ell equipment that requires on acceptance rest. All equipment of the same type tltat'requlres a test, lfst the equlpment desr:ription and the number of systems . . Installing Contractor: The contractor who installed the·equlpment is responsible to either conduct the acceptance test them self or have a qualified entity run the test for them. If more·than one person·has re~ponsibillty·for tbe acceptance testing, each person shall sign and submit the Certificate of Acceptance applicc,ble to the portion of the con$lruction or installation for which t!}ey are responsible. TI1e following tests require a Enforceme_nt Agency: Plancheck-The NRCC·MCfl-01•E form Is Mt considered a completed fOt!fl '1itd fs not to be accepted by the buifding department unless the correct boxes i;ire checked. Jrtspl;!ctoY • Before occupancy permit is granted cJII newly installed process systems must .be testedto -ensure proper operutiar'I$. Test Description MCl-l•12A MCH-l3A MCH-14A MCH-15A MCfi-16A MCH·l7A MCH•18A Equipment #of fault t>etec:tiori & Automatic Fault Distributed Energy Thermal Energy Supply Air Condenser Water €CMS Requiring Testing units Oiagnostlcs·for DX Detection& Storage DX AC Storage (TES) Temp-erat11ri;i l!.eset Reset Controls or Verification Units Plagnostks for Air & Systems Systems Controls Zone (E) AHU4.71 1 a a a a ~ a D [J a [J a CJ a [J [J a a a a a a a a [J a a a a a a [J .a IJ D a a a a a a [] a a a [] [] a a a a a a [J a a a D a a a a a a a [] a a a a D CA Suildlng Energy Efficiency Standards-2013 Nonresidential Complia11ce June 2014 STATE OF CALIFORNfA MECHANICAL SYSTEMS II)] -··-· ··----· ···-··-----· .. -• •-•• -• ••u~ • -• •-• • • ._.._,, .. ,,,_ • , .. Cf:RTIFICATE OF COMPLIANCE NRCC•MCH•0l~E Mechanical Systems (Page 3 of 3) ·~ rrni-.., 11•""'' Callaway Headquarters Buildlng -T.l. I t:»1• Pr•por•di 3/6/20,15 DOCUMENTATION AUTHOJl'S DECLAAATION STATEMENT • 1. I certifythat this Certificate of Compliance documentation Is accurate and complete, \ I !l Ooalmentation Author ~amc,; Jose A. Mascorro, PE, CEM. LEED AP DQ(umeotatuin Author Signature'\.) () A. J..l I ,~ Cl.Seo~ Companv: McPARlANE & ASSOCIATES, INC. Siai1alufe Date! 31612015 Mlfr<m: 4830 Vlewridge Avenue CEA/ HERS Certification Identification (if ;;i1mli~;l11'1): Clt'j/Stat~lp: San Diego, CA 92123 Fflone; (858)-277-9721 RESPONSIB,l1; PERSON'S DECLARATION STATEMENT I certify the followlng under penalty of perjury, under-the laws of the :Stilte of California: ·- l. The Information provided on this Certificate of Compliance Is troe and correct. 2. I am eligible under DMsion 3 of the Business and Professions Code to accept responsibility for the building design or $V$tem design identified on this Certificate of Compliance {responsible designer). - 3, The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design i~entifled on this Certificate of Complfance conform to the requirements of Title 24, Part 1 and Part 6 of the Callfomia Code of Regulations, 4, The building design features or-system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with t'1is bu1ldlng permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be_made available with the bulldlng permit(s} lssu~ for the building, and ma.de available to the enforcement; agency for all·applicable lnspru::tlons. I understand that a completed $igned copy of this Certificate of Compliance is required to,be lm::h.Jded with the documentation the bullder provldes tothe building owner at occupancy, . ~ h . d . Rci;pOn~ibll!! Designer Name! McParlane and Associates, Inc. ~sp1;milillle D~ign~t Sign.--.::. \ ---~, ~ campanv: McParlane and Associates, lnc. Doti! SIJ11ed; 0 :5 '-oeo ~ 'l.01 'S Alldtii1$: 4830 Viewridge Avenue U~•ini,:,: M ~~ o CityjState/2,jl: San Diego, CA 92123 PhoP!!! 858.277.9721, CA Building Energy £ffidency Standards -2013 Nonresidential Compliance June2014 STATE·OF CALIFORNIA. HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E IRe\•ls-ed 06/14\ CAl.1FORNlA eNeRGY COMMISSION ~~..,. CERT1FICAT£ OF COMPLIANCE NRCC-MCH-02-E HVAC Dry·system Requirements (Pag<l 1 of 3} r, .. i<'lv1;.,11" Call~way t-ieadquarters Building -T.I. l Dolt< P'r•porod: 3/6/2015 EquipmentT~gs and System-Description-... (E) AHU 4.43 {E)AHU 4.60 (N)AHU 4.71 MANDATORY MEASURES . T-24 Sections Reference to the Requirements in the Contract Documents2 . Heating Equipment Effidency3° 110.l or ll0.2{a) Cooling Equipment Efficlenc/ 110.1 or 110.l{a) HVAC or Heat Pump Therrry,ostats 110,2{b}, 1l0.2(c) f!Urnace Standby Loss Control 110.2(d) !:ow leakage AH Us 110.Z{f) Ventilation4 120,l(b} Demand Control Ventilatiori5 120.1tcJ4 OccuparitSensorVentllation Control6 12O,l(c}S, 120.2(e}3 Shutoff.ind Reset Controls' l20.2{e) Outdoor Air and Exhaust oa·mpercontrol 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FOO 120.2(1) Duct lnsula~lbn 120.4 PRESCRIPTIVE .MEASURES Equipment rs sized 1n conformance with 140.4(a& b) y y y 140.4 (a & b) Supply Fan Pressure Control 140.4{c) Simultaneous Heat/Cool8 140:4{d) Econom1zer 140.4{e) • Heat and CoolAir Supply Reset 140.4(0 Electric Resistance Heating!>< · 140.4(g) Duct Leakage Sealing and Testing.10 140.4{1} Notes: 1.. Provide equipment tags (e.g. AHU 1 to 10)and system de$crlptlon(e.g. Single Duct VAVre/ieat) as appropriate. Multiple units i -, with common requfrementscan be grouped together. ' 2. Provide references to plans {1:e. Drawing Sheet Numbers) and/or specificot(ons (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3, The referenced plans and specifications must include alt of the following Information: equipment tog, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies, Where multiple efficiency requirements oreopplicable (e.g. full· and part·lood} include all. Where appliance standards apply {110.1), identify where equipment is required to be listed per Title 201601 et seq. 4. Identify where the. ventilation requirements ore documentedfor each central HVAC system. Include references to both central unit schedules and sequences of operation. if one or more space is naturally ventilated identify where this is documented in the plans and specifications, Multiple zone central air systems must also provide a MCH·D3·E form. 5. if one or more space hos demand controlled venti/r;xtion identify where it rs specified incfudlng tfle sensor specifications and the sequence·ofoperat:ion. 6. Jf one or more space has occupant sensor ventifation control identify where it is specified fnc!udlng the sensor specifications and the s<;quence of operation 7. If the system i~ DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup {if required). For all systems identify the specification for the thermostats and time clocks (ff applicable), 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include c reference to the specificatlon of the zone controls. Pro~ide a MCH,03-1; form. 9. Enter N/A if there is no electric heating. If the system has electric heatfng indicate which exceptl'on to l40.4(g) applfes. 10. If duct leakage sealing and testing is required, a MCH-04·Aform must be submitted. CA Building Energy Efficienqr Standards· 2013 Nonreslderitlal Compllaru::e Jlin-e20l4 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCl-l-02-E 1Re1/lse(I Oeti 41 CALIFORNIA. ENERGY COMMISSION ~~-,. CERTIFICAT; OF COtvlPLIANCE iNRCC-MCH-02•E HVACDrv System Requirements (Page 1 of 3} "'0i•,ctti,one· Callaway Headquarters Building -T.I. . I Dole Pr.pore:!: 3/6/2015 EquipmentTag$ and Sy5tem Description~ {E)AHU 4.42 (E} FC-1/AC-1 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document/ Heating Equipment Efficiency3 110.l or l10.2(a) Cooling Equipment Efficiency'.3 110.1 or 110.2(a} HVAC or Heat Pump Thermostats 110.2(b), l,10.2(c) Furnace Standby Loss Control l10.2{d} Low leakage AHUs 110.2{f) · Ventilation4 120.l(b} Demand Control Yentilation5 120.l{c)4. Occupant S!?nsor Ventilation Control6 120.l{c)S, 120.2{e)3 Shutoff and Reset Controls7 120.Z(e) Outdoor Air and Exhaust Damper Control 120.2(f} Isolation Zones 12p.2{g}. Automatic Demand Shed C<;>ntrols 120.2(h} Econom1zer FDD l20.2{i} Duct lnsul~tlon 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4{a & b) y y l40A{a &b} SuRply fan Pressure Control 140.4(c} Slm'ultaneous Heat/Cool,; 140.4{d) Economizer 140A{e} Heat and Cool Air Supply Reset · 140.4(f) Electric Resi~tance Heating~ l40.4(g) Duct Leak.age Sealing.and Testlng.10 140.4(1) Notes: 1. Provide eqqfpment tags (e.g. AH/J 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements .can be grouped together. 2. Provide references to plans {i.e. Drawing Sheet Numbers} and/or specifications (including Section name/number·and relevant paragraphs) when~ each requirement is specified. Enter "NIA" if the requirementis not applicable to this system. 3. The referente.d p(ans and specifications must include (!II of the following information: -equipment tag, equipment nominal capacity, Titre 24 minimum efficiency requirements, and actual rated equipment efficief/cfes. Where multiple efJ7ciency requlrements are oppficC1ole (e.g. full-C1ndpart-load) include all. Where appliance standards apply (1l0.l), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. include references to both central unit schedules and sequences of operation. If one or more.space 1"s naturciJly vent/lr;1ted ldenti[}! where this fs documented in tlie plans and specificaUoris. Multiple zone central air systems must also provide a MC/1-03-E form. 5. If one or more space hr;1s den_1Cmdcontrolledventilation identify where it ls specified including the sensor specificotfons. and the se<-wence of operation. 6. If one or more :space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence ofoperatfon 7. If the system ls DDC Identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats ·and time clocks (if applicabfe). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include-a reference to the · specification of the zone controls. Provide a MCH-03-E form. 9. EnterN/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4[ g) applies. 10. If duct !eakane sealing and testing i's requfred, a MCH-04-A form must be submitted. CA Building: Energy Efficiency Staodards • 2013 Nonresl(ientiE!l Compliance June 2014 STATE OF CAllFORNl4 HVAC SYSTEM REQUIREMENTS • CEC-NRCC-MCH-02-E {Revised 06113) CALIFORNIA ENERGY .COMMISSION CERTIFJCATE Of COMPLIANCE .. NRCC·MCli-02-E HVAC Wet System Requirements (Page 3 of3) PrcJoctNa=. Callaway Headquarters Btllldlng ._ T.I. I 141" r, .. 1'"'""1 31e12015 -. DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. l certify that this Certificate of Compliance documentatlon Is accurate and complete. . I • /I oocumenfatlol)>\ull1orName: Jose A. Mascorrot PE, CEM, LEED AP Documentation Autbet 5lgoaluf'1 . ! . . . ·." ti 4. ~ A~C:0"'11, Companr, McPARLANE & ASSOCIATES, l~C. 5oi:nat11re oati!: 3/6/2015 Address,. 4830 Viewridge Avenue C&./ HEllS'C-ertlflcatlan ll!!ntlfli:atlD!l jlf .applic~llte): . City/State/lr,}; San Diego, CA 92123 Phonli1 (858)-277-9721 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify-the following under penalty of perjury, under the laws of the State·of California: 1. The information provided on this Certificate of Compli,mce is tllle and correct. 2. I am ellglble under Division 3 of th!;!, Business and P,ofesslons Code to acceptre$ponsib11ity for the building design or .system design identified on this Certificate-of-Compliance (responsible deslgner}. 3. The energy features and performance specifications, materials, components,_ and manufactured devices forthe building design or system design identified on this Certificate of Compliance conform to the requirements ofTit1e 24, Pµrt 1 and Part 6 of the CaUfornla Code of Regulatio11s. 4~ The _building deslgn features or system d~slgn features identified on this Certificate of Compliance are eon$istent with the information provided on otherappllcable compliance document~. worksheets., calculations, plans and speclflcatlons submitted to the Mforcement ;;1gency for approval with this building permit application. · 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available. with -the building permit{s) Issued for the buildil'lg, .ind made avaih1ble to the 1,mfori;;ement agency for ,di applicable inspections, l understand that a completed signed copy of this Certiflcate of Compliance is required to be Included with the documentation the builder provides to the b1,dldifm ruV'ner -at occupancv. Responsible Designer Name: McParlane and Associates, Inc. Re!POr1'lllJtOe!i~\ -·~ re: -i: "\ c- Compa!I\': McParlane and Associates, Inc. Date Slened: - Os..-C::C-• Zc I "'S"" AlkfrijSS: 4830 Viewridge Avenue ticerue, \'-"\~000\0 City/St~te/lip: San Diego, CA92123 l'hi,n~; 858.277 .9721 CA Suilding Energy £fficiency Standards-2013 Nonresidentlal Complit1nte June 2014 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT y~1 ~IQJ --·-··---.......... --. ---·-----· .. -· ·-·' ................ -· --.. ~-" ................ ,....,. ____ ... CERTIFICA1'E OF COMPLIANCE. NRCC-MCH-0~-f Mechanical Ventilation & .Reheat (Page 1 of 2) Prol<ctllom~· Callaway Headquarters Building~ T.I. I D>lePrcpared: 3/6/2015 ACTUAL DESIGN IN!'O (FROM EQUIPMElff VAY Relie~t~d Prin_,.-,r•r Air, VAV Dead band SCHEDULES, El'tf ARE'Al!ASIS OttUPANC'f B"51S. MINIMUM CFM Prirnar • Air CFM A B C D E F G Ii I J K -L M N 0 p a n s I T i~ §g > 0 : ~r;l ,., ;;: ;;:: ::e ,., ;;:: ..,,-QS -;:;-2~ ~ ~ !e 3 8 ;E z C i z ~ "" ui ~ ,-!!l -~~ J>--1 ~ 8 -ls~ i s:~ n ~ is j ~~ 8 ~ ~ n~~ -i!! 2 n n n -~~a 0 ,-> w> n~j _:r--Q !! .,, ..,, ii a~,;: .,-co«: ?J~~ ~~ ~ 0 s; !;:~~o ~ ;l 'i'< d li!: "' "'f"' s Q~g Qco;; :s:: o~, :il: > 'O ~mi '~ -~ :r :xi .:.. .,, .,, .;, s:g~ .... "ti ""!:I -~~ -i;;J ~'il! g rn ~' ..., "" ~~ ~-o< ~8.r:"'§ ,Qx~ c; ~g.(1 -")>-~;i;: -,.. m m -i~~ --~~ ... j;! m i'.;l:;;:; :!l: 21 "' J> 0 ::J> g Cl ~3! !E m ril~ ,-J> f; 0 ~ 0 "' > ,. ;ii ~ .oi e. .0 ~ ~ ~. 8 Q ,., > r, .c: ~ :.: ~ . -, ' ... \;) ffl :;;:; 'i! )" _;Q Zone~ () 0 0 y 165 1,100 0.15 '165 11.0 15.0 165 165 y .o 165 y 0 165 y Zone~ 0 0 0 y 173 1,155 0.15. 173 .11.6 15.0 173 173 y 0 173 y 0 173 y Zonet. 0 0 0 y 427 2,845 0.15 427 28.5 15.0 427 427 y 0 427 y 0 427 y Tqtal 765 ZoneE 0 0 0 y 34 225 0.15 34 2.3 15,0 34 34 y 0 34 y 0 34 y Zonei 0 0 b y 130 260 0.50 130 17.4 ,7.5 130 130 y 0 130 y 0 130 Iv Zonef 0 .Q 0 y 60 400 0.15 . . 60 _4.0 15.0 60 60 y (j 60 y 0 60 y Zone 1 0 Q 0 y 54· 360 0.15 54 3.6 15.0 54 54 y 0 54 y 0 54 y Zone. 1 0 0 0 y 44 295 0.15 44 3.0 15.0 44 44 y 0 44 y 0 44 y Zone 1 0 0 0 y 354 2,360 0.15 354 23.6 . 15.0 354 354 y 0 354 y Q 354 y Zone 1 0 0 0 y 107 710 0.15 107 7.1 15.0 107 107 y 0 107 y 0 107 y Yellow shaded cell$ require user lnput .. Remaining cells are 'protected and automatic a. The largestamountof primary air supplied by the termin.il 1Jnit when It's operating in tl:]e cooling mode. C. The smallest amount of primary air supplied by the t~rmlm1I unit in the dead band mode. · D. The largest amount of primary .iar supplied by the terminal unit when it's operating in the heating mode. E. A terminal unit can be controlled with DOC controls, or non-DDC controls. Each contrql category has different rehe.it limitations In code. F. Transfer Air rnu$t be provided where Required Ventilation Airflow (Column M) is-greater than the Design Primary Oeadband Airflow (Column C}, H. Minimum ventllationrate per Section§120.1. Table 120,1-A, J. Based on number of fixed seats \'/here applicable or the greater ofthe expected.number of occupants and 50% of the CBC oicupant load for egress purposes for spaces·wlthout fixed seating. M. Required Ventllatlon Airflow (Req'd Ventilation Airflow) is the lar~el' of the. ventilation rates calculated an an AREA BASIS or OCCUPANC'f BASIS (Column I or l} N. This column identifies wtiether or not the Design Primary,Deadband Airflow complies or not. It compares the value in column M to the value In column C and· column f. 0. Design Primary CQoling AirOow * 0.50 for DOC, Design Primary Cooling Airflow"' 0.30 for Non-ODC. If the Oesig.n Primary Cooling Airflow is less: than 300 cfm, then this is not applicable. P. Ma)[lmurn of Column Mand Column O. If the Design Primary Cooling Airflow is 300.cfm or less, the!1 thls Is not applicable, Q. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It.compares the val1.1e In column P to the val1.1e in column 0, R. Design Primary Cooling Alrflow * O.io fur DOC. Not appllcable for Non-DOC zones or zones where Design Primary Cooling Airflow is is 300 mn or le$$. s. Maxlmuro of Column M and Column R, Not applicable if the Deslgr1 Primary Cooling Airflow is 300 r;fm or less. T, This column identifies whether or not the Design Primary Deadband Airflow at the zonE level, complies or not, It compares the value ln cQlumn S to the value in column C. CA Building Energy Effidenc'{ Standards -2013 Nonresidential Compliance June 2014 STATE OF CALlitORNIA MECHANICAL VENTJLA TION AND REHEAT ., .. ~ ---~··· ·-~ -~--~-· ·---· -~, .... , u ....,.., .. ,.,.-,_, • .,_,,_, _._, • .,,,u..,_,....,,~ • '"' .i. -,. CERTIFICATE OF COMPLIANCE NRCC·MCH•03·E Mechanical Ventllation & Reheat ProJo<1>1~mc, _ Callaway Headquarters Building-T.I. ACTUAL Dl!SIGU INFO [FROM J;O.I.IJPMEtlT ·SCH EOULE:S, ETc:) A NJ -<o I!; "'e om ~~ ;~ ~~ g~ ~~; .:: l:! l!l m:.:: ..... ,_ ~i o!l1 ~ Zone 11 0 Zone11 O Zone110 Zone 11 o Zone 11 O Zorie 11 o Zone~l 0 Zone el o Zone~l o Zone~] 0 ·Zone ~IO C ,... 0 So !3 6~~ ~ i ... ~.,,..i!l Q 2 ~ ~o~ 0 0 0 0 0 0 0 0 0 0 0 I) ~~ i:! !!? ~.i~ ~~~ -n:!l: 6:l:'" ~~ 0 0 0 0 0 0 0 0 0 0 0 e ~ "' ~~ 3.~ Cl R y y y y y y y y y y y "Ri~ ~6~ . ~;· 190 66 344 107 60 44 110 85 171 112 43 /,',RtA8A'SIS G H ;,: 8 2 z Q -~2:: ~~ ::i ;g 1i, 2 ~ s ->o :u z J> ~ ~ '.!'.l: le• "' J> ~ 500 0.38 1190 440 1).15 166 2,290 I 0.15 1344 710 I 0.15 I 107 400 0.15 160 295 0 .. 15 144 735 0.15 1110 565 0.15 185 450 0.38 I 171 745 0.15 1112 285 0.15 143 Yellow shaded cells require use, input. Remaining-cells are protected and automatic z ·C: ~ ~ ~ !il fii 5.0 4.4 22.9 7,1 4.0 3.0 7.4 5.7 22.5 7.5 0.9 OCCUPAIIC'f l!,'\SIS n ~ "' m "' 'tl ; 0 2 K 38.0 15.0 15.0 15,0 w.o 15.0 15.0 15.0 7.6 15.0 50.0 l ll: 2 r;i ~~ !i ~ 0 H r;:; 190 66 344 107 60 44 110 85 171 112 43 B. i'he largest amount of primary air supplied by the terminal unit when It'$ operating In the cooling mode. C. The smallest amount of-primary air supplled by the terminal unit in the deadbancl mode. D. The largest amount of primary air supplied by the terminal unit when It's operating In the heating mode. . I D.-tel'rei,ar~d· 3/6/2015 . MINIM!JM M N '<'ix>m n ...,O:xi.Q g ~ "'I ll:"' ;!IO ::,, ~-o<-;, g ~ ~ C: C -i Cl 190 y 66 y 344 y 107 y 60 y ·•44 y 110 y 85 y 171 y 112 y 43 y VAV Reheated Primary Alr CFl,t 6 ... ~ ;;,i -l£ g: -cili' 5ii (;t~ ,::,:i,..,_ !Hl~$8 n ~ g ~ ffi .0 0 0 0 0 0 0 0 0 ·O 0 p .,:s: ~ fi ::.::: O_;::c ='i1:,:..-~ O;,,c::o ~Om .,, ::r: ~~ 190 66 344 107 _(;)0 44 110 85 171 112 43 E, A terminal unit can be controlled with ilDC controls, or non-DDC controls. Each control category has different reheat limitations in code, F. Transfer Air must be prov1ded where Required Ventilation Airflow (Column Mj is greater than the Design Primary Deadband Airflow (Column C), H. Minimum ventilation rate per Section §120.l. Table 120,1-A. 0. ~ ~ "' i<l, y y y y y y y y y y y {Page 1 of 2) VAV Deadband Prl ma!'l_ Air CFM R s t ~1 :z~ n 2 ~ >~ !2 -o~ riorro ~ r"l:z.c -no-,-, "'O ;J 0 o, ~D2;: c;; .:9P -ig rn n~ I ::0 )> - 0 190 y 0 66 y 0 344 y 0 107 y 0 60 y 0 44 y 0 110 y 0 85 y 0 171 y 0 112 ,Y 0 •43 y J, eased on number oHixed seats where applicable or the grea_ter of the ru<pected number of occupan~ and 50% of the CBC occupant load fol" egress purposes for spaces without fixed seating. M. Required \ientllation Airflow (Rec{ d Ventilation Airflow} is the larger of the ventilation rate$ i:;alculated on an AREA 8AS1S or OCCUPANCY BAS!$ {Column I or L) N. This column identifies whether or not the Design Primary Oeadband Airflow complies or not. It compares the value In column M to the value in oolurnnC and column F. o. Desre,n Primary Cooling Airflow ., O.SO for DOC, Design Primary Cooling Airflow "0.30 for Non-DOC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not appllc:able. P. Maximum of Column Mand Column o. If the Design Prlmarv Cooling Airflow is 300 tfm or less, then this is not applicable. Q, This c;olurnn ldentlfles whether or not the Design Primary Reheat Airflow at the zone level,-complie:. Qr not. It compares the value in column P to the value in column D, R. Design Primary Cooling Airflow +: 0;20 for ODC. Not appllcable for Non-DDC :i;ones. or mnes where De.sign Primary Cooling Airflow Is Is 300 cfm or less. S. Maximum of Column M and Column ft Not applicable if the 0-esign Primary Cooling Airflow is 300 cfm or less. · T. This column identifies whether or not the Design primarv Dead band A[rflow at the zone level, eomi)lles or not. It compares the 1Jarue in column S to the value in column C. CA 13ullding Energy Efficiency Standards· 2013 Nonresidential Complli111ce June 2014 STATI! 0~ CALIFORNIA MECHANICAL VENTILATION AND REHEAT --····--· ···-·· -------~-...• ..... , _,_ ..... ._ .. ,. .............. _ .......................... ..., ... CERTIFICATE QI, -COMPLIANCE NRCC·MCH-03-E Mechanical Ventilation & Reheat -{Pa_ge 1 of 2) Proi•ettlo=· 'callaway Headquarters Buiiding -T:I. I DalQJ'r,-p•r<d: 3/6/2015 ACiUAL DESIGI~ INfO (FROM EQIJl~ME?IT St:li_El)_tJ~S. ETCI ARl:AllASIS OCCUPANCY B/\SIS Mlf\llM!l_M VAV Retieati!d Prlmarv Air CFM VAV Oeadb;md PrlOl<H}'_ Air CFM A ,,d~ ~~ a, ti.! ~~ ~;;j Gl..,. ,::-: B s~ c:ffi "i;im; i;~I ~--= C ,,. l;l lg C, :!! 6 i ~ ~°' iii -i-~oi ~ ~ D !l:o m,,.. ~::a -z~ g 'UI AD :?.:~,!! -:g~ 6~ :£ "< E n =i i!! ~~ ~l'J ~ F ')>::! °Q'°S-: ,,. s ~ .e~~ G 8 z _:i,.o 3-!~ ~ e ~ z ~ "' ~ i,. ~ II :;: z ,., .;J .. ~ > .,,, ~ 2 ~ 0 ·TI ~ K ,.., i, .,, !°;! "' gj ~· z l .:: z Q ::.:: z"" ... -< 0 ij M fl ;: ::, -~~Bl 8 ~~~ti :i: ~g~ ~ ~ C ::j [JI 0 ' l' -;:.; i-i Q;i:; :;:; C) :;: 3:' ~ n°~ ~ o-~ ..,f!o:i,..,. ,.,,:c :;::o 8iii<"> o>:i: -3~ go -~iil :l c:§ ,:i;:r i 1 i: ~ 0, 8 .:: ... c; ~-.,, Zone ~I 0 0 0 y 195 390 0.50 1195 126.1 7.5 195 195 y 0 195 IY Total 2,308 Zone~ 400 0.15 160 1.2 50.0 60 60 Total 60 Zone 11 o 0 0 y 427 2,845 I 0.15 4Z7 28.S 15.0 427 427 Zone et o 0 0 y 816 5,440 I 0.1s 816 54.4 1'5.0 816 816 Total 1,243' Zone El O 0 0 y 14 95 0.15 14 1.0 15.0 14 14 Tot;al I 14 Yellow shaded cells require user input. Rema1nlng cells are protected o111d ;iutomatlc B. C. The largest: ;;imount of primary air supplied by the terminal unit when It's operating in the cooling mode. The smallest amount of primary air supplied by th!l! terminal unit ln the deadband mode. O, The largest amount of primarv air supplied by the termina.I unit when it's operating In the heating mode. y y 0 y 0 y 0 E. f, H. A terminal unit can be controlled with DOC control$, or non•DDC controls • .Each control category has differeqt reheat limitations in code. iransfet Afr must be provided where.Requited Ventilation Airflow (Column M) is greater than the Design Primary Deadb.ind AirflO'.•I (Column C}. Minimum ventilation rate pet' Seetlon §120.1. Table 120,1-A. 427 y 816 y 14 y R z~ r, 0 :;;..: 'ri ~ 0 l1!" o c· e. 0 £'I .o~ > () 0 ,, 0 0 s T .:;· :z~ n ~ n, 0 no-~ ~ '""0 ~ ~ ""O ]f .O 6 s: ffi 195 427 816 14 z.s? VI 'el> y 'Y y y J. Based on number of fixed seats where applic:able or the grl1!ater of the expected number of Qccupants and 50%-of the CBC occupant load for egress purposes for spaces without fixed seating. M. Required Ventilation Alrt1ow (Req'd Ventilation Aidlow) Is the lar.ger of the vent1lation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L} l'l. This column identifies whether or not the Design-Primary Deadband Airflow complies or not, It compares the value in column M to the value io column C and r::olumn F, o. De.sign Primary Cooling Alrnow " 0.50 for DDC, Design Prlmary Coollng Airflow* 0.30for Non•ODC. If the Desrgo Primary Cooling 1\irflQW is l1ass than 300 cfm, then this is not applicable. P. Maximum of Column Mand Column O. If the Design Primary Cooling Airflow rs 300-cfm or less, then this is not applicable. Q, This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P tq the value In column o. fl. Oesign Primary Cooling Airflow ,. 0.20 for DOC. Not applicable for Non•DOC zones or zones where Desfgn Primary Cooling Airflow is is 300 cfm or less. Maximum of Column M and Column R. Not applit.ible if the Design Primary Cooling .Airflow Is 300 cim or less. s. T. This column identifies whether or not the Design.Prlmary Deadband_Alrflow at the zone level, complies or n<>t:, ltc:<>_111J>ar.es tli~ilfue in column S to the valu.e In column C. CA Bulldlng Energy Efficiency Standards • 2013 Nonresidential Compliance· June 2014 STATE OF CALIFORNIA Ml:CHANICAL VENTILATION AND REHEAT CEC-NRCCcMCH-Q3-E (Ra•1lt_Cl:I 0014) . CALIFORNIA ENERGY COMMISSIONl.J CERTIFICATE OF COMPLIANCE NRCC-MCH-03'-E Mechanical Ventilation & Reheat (Page 2 of 2) !>roJ~tt Nome: Callaway Headquarters Building - T .t l DoteP~•red: 3/6/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. l certlft that thrs:Certific:<1te of Compllanc::e documentation is accurate and complete. ' I II DocumeittatlonAuthor'Name; Jose A. Mascorro, PE, CEM; !.,EEO AP D1:1cuineritat1onAtnhors1gnature: \J.o-s. A. L{ q,,,\ ec,,..,... compan'{: McPARLANE & ASSOCIATES, INC. ,,;;natureoate: 3!6!2015 Addre.is, 4830 Viewridge Avenue CoA/ tmlSCl!rtificatiQn ld~nlit.tnlii>n lif epplitaiblel: OtvJStat,/2ip; San Diego, CA 92123 Phm: (858)-277-9721 llESPONSIBLE PERSON'S DECLARATION STATEMENT l certify the following under penalty of J)'erjury, under the laws of the State: of California: 1. The information p(ovided on this Certificate of Compliance is true and correct. 2. , I am.eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system detign identified on,thls Certificate of Compliance (responsible designer). 3. 'ttie energy feawres and performance specifications, materials, components, and manufactured devices for the building design or system de:;ign identified on this Certificate of Compliance i;onform ~o the requirements of Title 2.4, Part 1 and Part G of the Callfornla·Code of Regulations. 4. The building design features or system design features Identified ,on 1his Certifi~te of Compliance iire ca.nslstent with the l,iformation provided on other applicable compliance documents, worksheets, calC'11aUons, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building perrnit(s} lS$Ued forthe building, and made available to the enforcement agency for all applicable inspe<;tions. 1 t.inderstand that a completed slgneo oopy of th1s Certlfleate of Compliance is required to be included with the documentation the builder provides to the buildin .owner at oett11lat1cy. · 11espoMlb!etl0pg11cr.N;ime: McParlane and Associates, Inc. ResponslbleOeslgo~r Comp~n'f; D~teSigp~; oi:'-c:xa ~ 'c.Ot"5--....J ~ McParfane and AssO'ciates, Inc. t>.d,:lro!:S: 4830 vrew~dge Avenue . , Lice-nse: \-1.'3co.C..;.) · cftv/State/Zlp: San Diego, CA 92123 Phone; 858.277.9721 .cA Bulidlng Energy Efficiency Standard~• 2013 Nonresidential Compliance June 2014 STATE O.F CA.llFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E rRevlsed 07/14) CALIFORNIA ENERGY cor.1JJ!S$1m: ";;:; CERTlFJCATE OF COMPUANCf NRCC-MCH-07-E Power Consumption of Fans Requirements (Pa&e 1 of2} P<cJoc1r,.m:, Callaway Headquarters Building-T.I. I o•r• l"i•u••co, -. 316/2015 Cons;attt Vol\lme fart$ Sy$tems NOTE: Provide .one copy of thls workshee tJor each fan system with a total fan system horsepower greater them 25 hp of Constant Volume Fan Systems when-using the Prescripti_ve Approach. See Power Consumptfo11.offans §140.4(c). A B C 0 E F FAN DESCRIPTION DESIGN EFFICIENCY -NUMBER Of PEAK WATTS BRAKE HP FANS B xEx746/ MOTOR DRIVE {C.x D} . Variable A1r Volume Fans. Systems NOTE: Provide one cop>' of this worksheet for each 1 an sy.stem wlth D total fan system horsepower greater than 25 hp of VoriobTeAir Volume {VAV) Systems when using the Prescriptive Approach. See Power Consumption ofjarts §140.4(,:). A 6 C 0 E F FAN-DESCRIPTION DESIGN EFFICIEN.CY' NUMBER OF P£AKWATTS BRAKE HP FANS Bl<El<746/ MOTOR DRIVE ' {Cx D} (E:} AHU 4.43 -Supply Fan 11.000 92.4% 97.0% 1.() 9,156 Totals and Adjustments FILTER PRESSURE ADJUSTMEN1 Equation 140.4-A 1) TOTAL FAN SYSTEM POWER {WATTS, 5UM 9,156 w In §140.4(c:) of the Building EnergyEfficlenty COLiJMNf) Standards. 2) SUPPLY OESIGNAIRFLOW CFM 16,000 A) lffllW pressure drop {SP.) is greater than l lnch 3) TOTAL FAN SYSTEM POWE.IHNDEX {Row 1 / Row 2) 1 W/CFM W. C. or 245 Pascal then enter SP~ on line 4. Enter Total Fan pressure drop across the fan {SP1) on Line 4)SP~ lnW.C 5. or Pa S)SPf inW.C Bl Calcul~te Fan Adjus~ment and enter on line 6. or Pa C) Calculate Adjusted Fan Power Index and enter 6} Fan Adjustment= 1-(sP.-1)/SPi onRowi . 7}ADJU5TED FAN POWER INDEX (l.ine 3 x L1ne 6} 1 0.572 W/CFM l. TOTAL FAN SYSTEM POWER INDEX orADJUSTED FAN.POWER INDEX.must not exceed 0.8 w/cfm for Ccnstant Volume systems or 1.25 w/cfm for VAV systems. CA Building Energy Efficiencv Standards• 2013 Nonresiden~al Com'!}llance July2014 STATE OF CAt'IFORNIA FAN POWER CONSUMPTION CEC-'NRCC-MCH-07-E iRevised 07J'14l CALIFORNlA ENERGY COMMISSION ~ CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption or Fans Requirements (Page 1 of2) r,~J.ctNM,.:. Callaway Headquarters Building ~ T.I. I Da~ P,oporod: 3/6/2015 Constant Volume Fans Systems NOTE; Provide one copy of this worksheet for each fan system with o total fan system horsepower greater than 25 flp of Col'JStont Vo/u.me Fan Systems Wilen U$1ng the Prescripffve. Appraa-clt. See Power CCnsumption of fans §l40.4(c). A B C D f F FA.N DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS :ax Ex746/ BRAKE HP MOTOR DRIVE FANS {C.x D) Variable Air Volume Fans Systen:is NOTE': Provide one copy of this worksheet for each fan system with a total fan system horsepol!ler greater than 25 fip of Vatiable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Ccmsumptfon of fans §140A(c), A B !:': D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP FANS Sx Ex746/ MQTOR DRIVE (C:< D) {E) AHU 4.6a-S11p{Jfy f!.m_ ·nooo 92.4% 97,0% 2.0 18,311 Totals and Adjustments FILTER PRESSURE ;.:..oJUSTMENT Equat1on 140.4:A 1] TOTAL FAN SYSTEM POWER (WATTS, SUM '18,311 w in §140.4{c)-ofthe Building Energy Efficiency COlUMNF} Standards. 2}:SUPPLV DESIGN AIRFLOW 22,~ CFM A) If filter pressure drop {SP.} l~ greater tllan 1 inch .. W. C, or 245 Pascal then enter SP. on line 4. Enter 3} TOTAl FAN SYSTEM POWER INDEX (Row 1 / Row 2) 1 W/CFM Tot11I flm pressure-drop across. the f,m (SP1) on Une 4) SP. inW.C 5. or Pa . .S) SP1 lnW.C S) C:alculate Fan Adjustment and enter on line 6. or Pa C) Calculate Adjusted Fan Power loi:lex and enter 6) Fan AdJustment -HSP~ -l)/SP1 onRovJ 7 7) ADJUSTED FAN POWER lNDEX (Line 3 x Line 6) 1 0.83? IN/CFM 1. TOTAi'. FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/efm farC-onstant Vol!Jme systems or l.25 w/cfm for VAV systems. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance July2014 STATE OF CAUFOR!'llA FAN POWER CONSUMPTION CEC-NRCC,MCH-07°E ffiewised O 7114 l CALIFORNIA ENERGY COMMISSION ""';::;;,;,,· CERTIFICATE OF COMPLIANCE NRCC-MCH-07~E · Power Consumption of Fans Requirements {Page 1 of2} l'IOfocr '1~"'~' Callaway Headquarters Building • T.J. f Oa1a Pr~par~.:t 3/612016 Constant'Volume Fans Systems NOTE; Provi~e one copy of this worksheet for each fan sy;tem with a total fan system horsepower greater t/1ar125 hp-of Constant Volume Fem Systems Wlli?n uslng the Prescriptive Appraar:11. See Power Consumption of Jons §l40.4(c). A B C D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS B:,,: Ex746/ BRAKE HP MOTOR DRIVE FANS (CxO} (N) AHU 4. 71 • Supply Fan 13,719 92.4% 97,0% 1.0 11,411 Return Fan 5.670 91,i'% $17.0% 1,Q 4,755 . Variable Air Volume Fans Systems .. NOTE: Provide one copy of this worksheet/or each fan system wit/1 a totaf fa11 system horsepowrtr greatef than 25 hp of Variable Air Volume {ttAV) Systems when using the Prescriptive Approuch. See Power Consumption of fans §14PA(c), A B C D £ F FAN DESCR.IPTlON DESIGN EFFICIENCY NUMBER OF PEAK WATTS .BxEx746/ BRAKE HP MOTOR DRIVE FANS (Cx01 Totals and Adjustments .. FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1) TOTAi.. fAN SYSTEM POWER {WATfS, SUM 16,167 w in §140.4(c} of the Building Energy Efficiency COLUMNF) Standards. · 2) SUPPLY DESIGN AIRFLOW 10,750 CFM A) lffilter pressure drop (SP,) is greater than 1 Inch 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 1 W/tFM W, C. or 245 Pascal then enter SP. on line 4. Enter To~I Fan pressure drop across the fan {SPr) on line 4)SP, inW.C 5. or Pa B) calculate Fan Adjustment and enter on line 6. S}SPf lnW.C or Pa .Cl Calculate Adjusted Fan Power Index and enter · 6} FanAdjustment::: 1-(SP.,-l}/SPr onRow7- 7.1 ADJUSTED FAN POW£RINDEX {Line 3x Llne 6}1 1.504 W/CFM 1, TOTAL FAN SYSTEM POWErnNDEXor ADJUSTED FAN POWER INDEX must not exceed 0;8 w/cfm far Constant \tcf1,1me systems or 1.25 w/cfm for VAV $)'Stems. CA Building Energy £ffidencv Standards -2013 Nonresidentrai Compliance July'2014 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 07/14) CALIFORNIA ENERGY COMMISSION -:;:;;--"' CERTIFJtATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of F<ins Requirements (Page 1 of 2} ' P,ojoctNorno-Callaway Headquarters Building -T.J. I lJ.1te FICp,:m~d: 3/6/2015 Co,nstant Volume Fans Systemi: NOTE: Provide one copy of this. worksheet for each fan s_ystem with a total fan system horsepower greater tllan 25-f1p of Ccnstant Volume Fan Systems wfum using the Prescriptive.Approach, See Power Consumption of fans §140.4(c). A B C 0 E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBEROF PEAK WATTS Bxfx746/ BRAKE HP ~OTOR DRIVE FANS (CxD} " Variable Air Vohime Fans Systems· NOTE: Provide one copy of tlils-worksheetfor each f(m system with o total fan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using.the Prescripefve Approach_ See Power C,;mslimption off ans §140.4(c). A s c D e: F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAKWATTS BRAKE HP FANS BxE.x746/ MOTOR DRIVE {CxOJ (!:) AHU 4.42 -Sr,ipply ran 22.700 93.6% 97.0% ·f.0-18,652 Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A 1} TOTAL FAN SYSTEM POWER (WATTS, SUM 18,652 w in §140.4{c) of the Build Ing Energy Efficient',' 'COI.UMNF) Standards. 2) SUPPLY DESIGN AIRFLOW 23,750 CFM A} If filter pressure drop {SP~l ls gre;itet' th;m l inch 3) TOTAL FAN SYSTEM POWER lNOEX(Row l / Row 2) 1 W/CFM W. C. or 245 Pascal then enter SP., on 1ine 4'. Enter Total fan pressure drop across the fan (SP,) on Line 4)SP0 inW.C 5. ori'a 5)SPi lnW.C B} Caltulate Fan Adjustment and enter on line 6. or Pa C} Calculate .Adjusted fan Power Index and enter 6) fan Adjustment= 1-(SP.-1)/SPr onRow7 7) AD)USTEO fAN POWER INDEX (line 3.x Line 6) 1 0.785 W/CFM 1. TOTAL FAN SYSTEl'.'1 POWER INDEX or ADJUSTED FAN POWER INDEX must not :exceed 0.8 w/cfmfor Gonstant Volume systems or J.Z5 w/cfm for VAV systems. -- CA Building Energ'l'· Efficiency Standards· 2013 Nonresidential Compliance July:2014 STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC,NRCC-MCH-!)7,E: !Revised 07/141 CAUFORNIA ENERGY COMMISSION -..;:~_. CERTiFICATE OF COMPLIANCE NRCC-rvlCH-07-E Power Consumption of Fans Re-qulremeots (Page, 1 of 2) Pro;l,<tM!rno: Callaway Headquarters Building-T.I. I O•t~ P,u"3r<sl: 31612016 _Constant Volume Fans Systems NOTE: Provide one copy of this worksheet for each fan system with f!-t()tal [on ,W$tem horse1uw,1er greater than 25 hp of Constant Volume Fan Systems when using_ the Prescriptive Approach. See Power Consumption of fans §140A(c). A B C D E F ! FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAKWAiTS BRAKE HP FANS 8xfx746/ MOTOR DRIVE (CxO) (e) /=C-1/AC-1-Supplyr .. n 1.000 86.5% 97.0% 1.0 889 .. Variable Air Volume Fans Systems NOTE: Provfde one copy of this worksheet for each fan system with a.total Jon systflm horsepov,er greater than 25 hp of Variable Afr VtJ/ume (VAV) ·Systems when using the Prescriptive Approach. See Power Consumption of fans §140.4(t:}. A B C D E F FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAKWAiTS 8xfx746/ 8RAKEHP . MOTOR, DRIVE FANS (CxD) Totals and Adjustments .. FILTER PRESSUl!E ADJUSTMENT Equation 140.4-A l) TOTAL FAN SYSTEM POWER (WATTS, SUM w ln §140.4{c) of the Building Energy £fficiehcy COLUMN F) 889 Standards. 2} SUPPLY DES1GN AIRFLOW CFM 1,400 A) If filter pressure drop {SP.l Is greater than 1 inch 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) 1 W/CFM w: C or 245 P·ascal then enter-SP. 011 line 4. £nter Total Fan pressure drop across the fan (SP1} on Line 4)SP0 inW,C 5. . or Pa 5)5Pr inW.C 8) Calculate Fan Adjustment and el')teronHne 6. or Pa C) Calculate Adjusted Fan.Power Index and enter 6) Fan Adjustment" l-{SP0 -1)/SPr on Row7 7) ADJUSTED FAN POWER INDEX (Wti 3 >: Line 6) 1 0.835 'N/CFM 1. TOTAL FAN SYSTEM POWER JNDE'X or ADJUSTED FAN POWER INDEX must not exceed 0,8 w/c:Jmfor Constant Volume systems or 1.25 w/cjm for VAV systems. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance $i'Aif'I: OJ! CALIFORNIA FAN POWER CONSUMPTION CEC41iRCC·MCli•07•E !Rovim 07/141 CAUFORNIA Et{ERGY COMMISSION --- CERTfflCAT6 OF COMPLIANCE NRCC-MCH-07-E Power Consumption off.ans Requirements (Page 2of2} ''Frajoe!tl,ma: Callaway Headquarters Building -T.I. I o.,er,...,,.,d, 3/6/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT A 1. 1 certify that this.Certificate of Compliance documentation is accurate and complete. I , II 00~umentati'"1Autbc»'N,ini?; Jose A. Mascorro~ PE, CEM, LEED AP Oocooil!lltatlonAuthorSlgnatureu .,4. · . . C>sa • ff 4.S t.o-..,, Company: McPARLANE &ASSOCIATES, INC, Sgoature oat~: S/e/2015 Atll1rilss: 4830 Viewridge Avenue WJ HERS Certification ldentlflcatiGII lhppli:able]: · Oty/St~t:C:/.Zip: San Diego, CA 92123 Phone: (8-58)-277-9721. · -R~SPQNSIBLE PERSON'S OEClARATION STATEMENT l certify the.following under penalty of perjury, undertfle fawsof the State of Califomla: 1. Tjle information provided on this Certificate of Compliance fs true ;ind correct, 2. I am eligible under Division 3' of t11e Buslness and Professions Code to accept respOn$iblllty for the bulldi!'lg de$ign or system design identified on this Certificate of Compliance !responsible designer), 3. The energy features: and performance specifications, materials, ~omponents, and-manufactured devices for the building .design or system design idetitifie<I oh th.is Certificate of Compliance conform to the requirements of lltle 24, Part 1 and Part 6 of the California Code of Regulations, 4. Th~ building design features or .system.design features identified on this Certificate of Compliance are consistent with the Information provided on other applicable compliance documents, worksheets, calculations, plans and specificatioM submitted to the enfotcement agencvfor appro:val with this building permit applieation. .. 5. l wlll enimre that a completed signed copy of this Certific;1te of Compliance shall be made available with the building permit(s) issued for the bull~lng, and made available to tl1e enforcement agency for all applicable inspection$. I understand that a {;Om::t;J signed copy of this Certificate of CQmpliance is required to be included with the documentation tfl!i! builder provides to thet!Julldln er at occummcy, Resl]onsillle:fleslg~ec ~ame; McParlane and Associates, Inc. Responsible o ... ' .......... J\_.., -.... ., Co~~rri·: McParlane c;1nd Associates, Inc. Date Si1111ed; · D S ,. a 6 -f...d , 'S" Alldrelil: 4830 Viewridge Avenue Li~~s~; ,.1~0611/\0 Oty/State/Zlp! San Diego, CA 92123 Phone: 858.277.9721 · CA Build log Energy Efiidency Standards· 2013 Nonresidential Compliance July 2014 SEE' ) HAZMAT REPORT SCANNED SEPARATLEY VOL1,2.3 M CERTIFIED TEST, ADJUST, AND BALANCE REPORT DATE, December 4, 2015 PROJECT Callaway Headquarters ADDRESS 4180 Rutherford Road Carlsbad, CA 94606 ARCHITECT N/A ------~--------~ ADDRESS PHONE/FAX ENGINEER N/A ~------------~-- ADDRESS PHONE/FAX HVAC CONTRACTOR Green Mechanical ADDRESS 930 South Andersen Drive, Suite A Escondido, CA 92029 PHONE/ FAX 760-466-0370 / ~58-635-6752 NEBBTAB FIRM Hartmanaire ADDRESS P.O. Box 2495 Corona, CA 92878 PHONE/FAX 951-479-6855 I 949,.215-1001 .. ~. ~LIBI H e TABLE OF CONTENTS SECTION I -PROJECT INFORMATION CERTIFICATION NEBB'S CERTIFICATE WARRANTY INSTRUMENTS ABBREVIATIONS SECTION II -UNIT REPORTS CEILING UNIT DATA EXHAUST FAN (EF) DATA SECTION Ill -AIR DISTRIBUTION REPORT AIR DISTRIBUTION (IN/OUT) REPORT FOR UNITS VAVSHEETS SECTION IV-OTHER DATA MECHANICAL PLAN 1 2 3 4 5 6 7 9 13 19 PROJECT Callaway Headquarters ADDRESS 2180 Rutherford Road Carlsbad, CA 94606 CERTIFICATION THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINALADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. NEBB TAB FIRM REG. NO. 306Q CERTIFIED 13Y Arthur J. Hartman. DATE 12/4/2015 ----,--------- (Air Tab Supervisor) THE HYDRONIC DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND F.INAL ADJUSTMENT HAVE.BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING, ADJUSTI BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. NEBB TAB FIRM REG. NO. ~--- SUBMITTED & CERTIFIED BY: NEBB TAB FIRM TAB SUPERVISOR REG. NO. 3060 CERTIFIED BY DATE ----------(Hydro n i c Tab Supervisor) 12/4/2015 1 . i ~\\mr11umtntal in.fun . • ~~~\, •i.l:fhn ~ . ~~ . = . ·~~ r . . .. . '/t~ ,, "~ ~Q lti:trlifiruttnu THIS IS TO CERTIFY THAT Jf artmanaire in Corona, C.Jl HAS MET_AIL REQUIREMENTS FOR RENEWAL OF NEBB CER11FICATION IN THEFOILOWING DISCIPLINE 'Exy. :Jvtarcfi 31, 2016 :J{artmanaire/CA No.3060 NEBB Cert. -No. Jl,i1z ·& !J.Cydwnics Systems FOR THE BOARD OF DIRECTORS: ~<4 President R~~ President-Elect ·H· .. P0Box2495 Corona, CA 92878 951-479-6855 PROJECT: Warranty Callaway Headquarters -Carlsbad, CA. Warranty of Services Eartmanaire warranties the TAB work for one year from the date of this report. Hartmanaire reserves the right to correct errors or omissions in the collection of data. The Warranty covers Balancing Issues. Off Season Testing: Typical balance report covers testing and balancing of all scheduled equipment, regardless of the outside air temperature. An Off Season test will generally cover temperature measurements Balancing Issues: Any balancing issues or concerns that arise, Hartmanaire will return to the site any time during the warranty period. Systems will be rechecked and verified that tested items adhere with the reported test date, AT NO CHARGE. Warranty Procedures For all warranty items Balancing Issues, Hartmanaire requires a written request. The written request should be specific on the areas of concern, such rooms, or equipment, and the type of issue the occupants are having. Once written notification is received Hartmanaire will schedule a Technician .. It is recommended that an Owner, or Architect, or Engineer be on site at that time. Voided Warranty and Additional Charges If a complaint issue is due to a mechanical eqµipment failure, control or maintenance related, the return trip maybe subject to a service charge, not covered under warranty. Hartmanaire reserves the right to resolve any TAB issues .. If a third party or competing Test & Balance/Commissioning firm test or adjust any equipment, all project warranty is voided (I'his is typical standard for the Mechanical industry, as Manufacture, Mechanical and Control Contractor voids all warranty when a competing firm test or manipulates their systems.) Any return trip to the job site is subject to a service .charge and a purchase order will be required before returning to the job site. Document Archiving An electric file of all test documents will be kept on file until the end of the Warranty period. During that time an electronic copy of the test date will be provided a no charge. Any additional hard bound copies requested will be subject to a fee. Building owner should retain all documentation for future reference. All documentation pertaining to this project will be destroyed in accordance with our record retention schedule. 3 MINIMUM RANGE 0 to 5000 rpm -40 to 240°F -40 to 240°F -40 to 240°F ·on,=-•·-,.-, 50 to 2500 fpm 10 to 90% RH· 100 to 2000 cfm ( :. <• ~·· ACCURACY ± 2% of reading· ,'·~.,1;~1111 ~----' ± 1 % of reading ·± 1% of reading ± 1 % of reading ± 5% of reading 2¾ RH- RESOLUTION ±5rpm ~~.6"« _'::,,.•;ttf'~-;~~;i'hC, 0.2°F 0.2°F 0.2°F ~ 20fpm 1% Name/Type Manufacture & Model Name/Type Manufacture & Model Namf)ffype Manufacture & Model Name/Type Manufacture & Model INSTRUMENT INFORMATION Digital Tachometer Extec lnstuments Digital Tachometer Extec / 421307 Digital Tachometer Extec / 39240 Digital Tachometer Extec / 421307 Fluke / Volt-Amp Meter 333 SerialNo. L735549 Serial No. 631249 Serial No. 3034 Serial No. 631249 --';-'':'''.'.' '''''l Serial No. 8.9E+07 ~J~:~i;j~'~;~1m:1;:~;~i:~:;;:t~:~~·nii}~ Air Flow Meter Shortridge I 850 Serial No. M00187 Name I Type Vain Anemometer Manufacture & Model Airflow/ LCA6000 Serial No. A 1-3562 Name I Type Check-it Superheat-Humidity Set Manufacture & Model CHECK-IT 0628 Serial No. 40950 ,• "· ± 5% of reading I Digital-1 cfm I Name/Type Analog-Not applicable Manufacture & Model Air Flow Meter Shortridge / 850 Serial No. M00187 ··=; .-: , :· c~·:· ·- 18" minimum I not applicable quate length for intended use , Not applicable !Name/Type Manufacture & Model Dwyer 18" / 36" / 50" Serial No. NA I I -30" hg to 60 psi 0 to 100 psi Oto 200 psi 0 to 100 in. w.g. 0 to 100 ft. w.g. ± 2% of reading ± 2% of reading ± 2% of reading ± 2% of reading ± 2% of reading 0.5 psi 1.0 psi 2.5 psi 1.0 in. w.g. 1.0 ft. w.g. ,' Ji •. Name I Type Compound & Pressure Gage Manufacture & Model USG 190/150003 1X587 Serial No. 1771 Name I Type Pressure Gage O to 100 Manufacture & Model USG 190/ 1X599 Serial Na. 3452 Name I Type Pressure Manufacture & Model Gage Oto 200 USG 190/150003 1X630 Name I Type Water Meter/ Differential Manometer Serial No. 177 4 Manufacture & Model Turb-0-Flow / DP2 Serial No. 2973 Calibra I .,,.: l ~ PO Box 2495 Corona, CA 92878 951-479-6855 ACT AK AHU CD CER CFM CR D.B. DD DDC DL DNL EF EMS ERU ENT FH FPM GPM H.P. LVG MBH NA NVL O.S.A. P.D. R.A. REQ RPM RTU S.A. S.F. S.P. sws SWR TAB TSP Traverse VAV W.B. W.G .. ABBREVIATIONS Actual Free Area Factor .Air Handling Unit Ceiling Diffuser Ceiling Exhaust Register Cubic Feet per Minute Ceiling Return Register Dry Bulb . Direct Drive Direct Digital Controls: EMS Control System for the HV AC Drum Louver Data Not Listed Exhaust Fan Energy Management System Energy Recovery Unit Entering Flowhood (Measures CFM Directly SO PPM and AK factors are not required). Feet per Minute · Gallons per Minute Horsepower Leaving l,000BTUH Not Available/ No Access No Valid Location Outside Air Pressure Drop Return Air Required Revolutions per Minute Roof Top Unit Supply Air Service Factor Static Pressure Side Wall Supply Side Wall Return Test, Adjust, and Balance Total Static Pressure CFM readings take in at a point in the ductwork Variable Air Volume; box that contains a motorized damper that modulates airflow Wet Bulb Water Gauge 5 H PROJECT LOCATION FAN NAME SERVICE LOCATION MANUFACTURER MODEL# SERIAL# CFM TOTALFAN . RETURN AIR OUTSIDE AIR STAT PRES DISCHARGE SUCTION ESP MOTOR FAN MANUFACTURER HORSEPOWER VOLTAGE PHASE AMPERAGE RPM/SPEED SERVICE FACTOR DRIVE MTR SHEAVE SIZE % CLOSED FAN SHEAVE SIZE FAN RPM CENTER TO CENTER 8EL T SIZE / # OF NOTES: VFD AT 60HZ. CALLAWAY HEADQUARTERS PACKAGE ROOFTOP/ HEATPUMP / AC UNIT REPORT 2180 RUTHERFORD ROAD, CARLSBAD, CA < AC-2 SEE IN/OUT SHEET ROOF CARRIER 50HC 3815P24434 DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL 12000 11780 ' 12000 11780 .60 .56 1.0 1.16 CENTURY 7.5 7.5 460 488/487/486 3 3 9.7 8.9/9.0/9.4 1760 1788 1.15 1VP65X1 3/8 50% BK95X1 3/16 931 I 11" BX44-1 EXHAUST FAN REPORT PROJECT CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA FAN DATA FAN NUMBER EF-4-25 · FAN NUMBER EF-4-26 > FAN NUMBER < EF-4-27 . L.ocation ROOF ROOF ROOF Service TABLE622 Manufacturer COOK COOK· COOK Model Numl:;>er 165ACRU 150ACR!J 120CPS Motor Mfr. WEG MARATHON CENTURY Motor H.P. / RPM 3/4-1745 1/2 -1725 3/4 -1725 Volts I Phase 115 -1 115 -1 115 -1 f.L. Amps/ S.F. 10.8 -1.25 7.5 -1.25 11.0 -11.25 Motor Sheave Di.am x Bore MVL40X5/8 3ODX1/2 1VL34X5/8 % Closed 90% 90% 80% Fan Sheave Oiam x Bore AK49X1 MA40X3/4 AK32X1 .N.o. Belts/ Sjze 1-AX22 1-4L210 1-A30 TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL ' CFM 2301.0 2220 1829 1780 950 938 Fan RPM N/S 1149 N/S 1073 N/S 1521 Motor f3.PM 1745 1760 1725 1736 1725 1751 Total S.P. 0.75 0.61 0.75 0.61 1 0.77 Voltage 115 118 115 119 115 119 Amperage 10.8 . 9.3 7.5 7.4 110.0 8.4 REMARKS_·-~~----~---~--------------------- 7 H-e EXHAUST FAN REPORT PROJECT CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA . FAN DATA FAN NUMBER < EF-4-28 > FAN NUMBER < EF-4-29 FAN NUMBER · Location ROOF ROOF Service TABLE 524 TABLE687 Manuf;:icturer COOK COOK Model Number 120CPS 120CPS Motor Mfr. CENTURY CENTURY Motor H.P./ RPM 3/4-1725 3/4-1725 Volts / Phase 115 -1 115 - 1 F.L. Amps/ S.F. 11.0-1.25 11.0 -1.25 Motor Sheave Diam x Bore 4.750DX5/8 4.750DX5/8 % Closed 60% 60% Fan Sheave Diam x Bore AK32X1 AK32X1 No. Belts/ Size 1-A32 1-A32 . ' TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 1800 1756 1800 1741 Fan RPM N/S 2204 N/S 1244 Motor RPM 1725 1736 1725 1733 Total S.P. 1 0.83 1 0.93 Voltage 115 117 115 119 Amperage 11.0 10.6 11.0 10.4 REMARKS 8 H PROJECT AREA IDF IDF IDF IDF IDF IDF IDF IDF IDF IDF 146 146 REMARKS CALLAWAY HEADQUARTERS .. 2180 RUTHERFORD ROAD, CARL$BAD, CA NO. KIND SIZE AK DESIGN PRELIM -FINAL < AC-2 > (.0 DUCT 14" 1.00 N/S 400 1290 CD DUCT 14" 1.00 N/S 460 1300 (_s__) DUCT 14" 1.QO N/S 0 1090 ~ DUCT 14" 1.00 N/S 1630 1400 CD DUCT 14" 1.00 N/S 1410 1390 (_s__) DUCT 14"' 1.00 N/$ 1300 1260 (. 7 _) DUCT 14" 1.00 N/S 600 1340 (_0 DUCT 14" 1.00 N/S 1460 1430 (_9~ DUCT 14" .· 1.00 N/S 900 1280 12000 8160 11780 0 (_R1) 1.00 12000 11780 / ....,_ r-,_. {E)AHU-4.43 / (_R1.) RG ~6X36 1.00 5100 4245 5080 ~ RG 36X36 1.00 5100 4310 5175 10200 8555 10255 9 ,I FPM INOUT REPORT % REMARKS 98% 98% 100% 101% 101% H PROJECT CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA AREA NO. KIND SIZE AK DESIGN PRELIM FINAL V ...... ~ (E)AHU-4.60 ./ 118 (R1_) CR 24X6 1.00 75 140 80 153 QD CR 24X8 1.00 185 230 190 152 CR0 CR 24X8 1.00 100 105 105 125 Q9 CR 24X16 1.00 905 1010 935 118 Q0 CR 24X8 1.00 250 240 250 116 CR0 CR 24X6 1.00 75 too 80 HALLWAY Q0 CR 24X16 1.00 905 705 875 151 Q0 CR 24X8 1.00 160 .150 155 150 (_R9_) CR 24X8 1.00 180 205 190 114 ~ CR 24X6 1.00 90 40 90 125 (R0 CR 24X16 1.00 905 600 910 112 ~ CR 24X6 1.00 75 80 80 113 CR0 CR 24X6 1.00 75 90 80 111 . (_R0 CR 24X6 1.00 75 105 70 154 ~ CR 24X8 1.00 155 140 140 153 ~ CR 24X8 1.00 185 100 170 125 CR.0 CR 24X16 1.00 QO5 730 875 125 (_R0 CR 24X16 1.00 905 205 910 110 ~ CR 24X6 · 1.00 75 140 75 1O~ (R2o') CR 24X1O 1.00 27q 370 260 154 (_R20 CR 24X8 1.00 155 o· 145 125 (R20 CR 24X16 1.00 905 860 890 125 c~3') CR 24X16 1.00 905 790 865 109 (R24) CR 24X1O 1.00 275 105 260 125 (R2s_) CR 24X16 1.00 905 630 875 9700 7870 9555 REMARKS 10 FPM INOUT REPORT % REMARKS 107% 103% 105% 103% 100% 107% 97% 97% 106% 100% 101%. 107%. 107% 93% 90% 92% Q7% 101% · 100% 99% 94% 98% 96% 95% 97% 99% e PROJECT CALLAWAY HEADQUARTERS -Z180 RUTHERFOR[? ROAD, CARLSBAD, CA AREA NO. KIND SIZE AK DESIGN PRELIM FINAL V " (E)AHU-4.61 I°'.. / 128 (R0 CR 24X6 1.00 90 110 95 129 (_R2_) CR 24X6 1.00 100 140 105 HALLWAY (R3_) CR 24X10 1.00 · 400 470 440 to2 ~ CR 24X10 · 1.00 400 610 43_0 HALLWAY (_R_D CR 24X10 1.00 400 700 400 HALLWAY (_R~ CR 24X10 1.00 400 205 380 HALLWAY ~ CR 24X10 1.00 400 350 360 IDF (_R0 CR 24X14 1.00 935 400 900 3125 2985 3110 ·~ (E)FC-4-3) 142. -CO CD 24X8 1.00 200 160 180 ,142 c_o CD 24X16 1.00 985 700 970 1185 860 1150 V '-['-.... (E)FC-4-3 / 142 ~ CR 24X8 1.00 200 150 170 142 . (_R2__) CR 24X16 1.00 985 670 980 ·, 1185 820 1150 - Rl;MARKS 11 FPM INOUT REPORT % REMARKS -- r 106% 105% 110% 108% 100% 95% 90% 96% 100% 90% 98% 97% 85% 99% 97% H -re PROJECT CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA AREA NO. KIND SIZE AK DESIGN PRELIM FINAL •< EF-4-25 > 124 CD CE 24X10 1.00 340 215 320 125 (_ 2 __) CE 24X14 1.00 720 760 730 128 <:_0 CE 24X06 1.00 35 100 35 122 CD CE 24X10 1.00 340 375 320 125 (s_) CE 24X14 1.00 720 410 670 113 Q_) CE 24X8 1.00 155 105 145 2310 1965 2220 I< EF-4-26 > 141 co CE 24X8 1.00 240 200 230 143 CD CE 24X6 1.00 75 105 80 140 ·C0 CE 24X8 1.00 240 100 240 OPEN AREA CD CE 18X18 1.00 1270 1000 1230 Hl25 1405 1780 REMARKS 12 FPM INOUT REPORT % REMARKS ~4% · 101% 100% 94%. 93% 94% 96% 96% 107% 100% 97% 98% VAVSHEET PROJECT: CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA ZONE '.fERMINAL EFFECT DESIGN FINAL NAME NUMBER TYPE SIZE AREA MAX MIN MAX MIN NOTES -- (E)AHU-4-43 VAY-43-1 1 CD 24.X8 1.0 120 130 VAV-43.-1 2 CD 24X8 1.0 120 120 K=l.03 240 240 250 250 VAV-43--2 1 RD 12" 1.0 420 430 VAV-43-2 2 RD 12" 1.0 420 440 VAV-43-2 3 RD 12" 1.0 420 445_ VAV-43-2 4 RD 12" 1.0 420 390 VAV-43-2 5 RD 12" 1.0 420 410 VAV-43-2 6 RD 12" 1.0 420 430 K=.72 2520 745 2545 765 - VAV-43-3 --1 RD 12" 1.0 420 460- VAV-43-3 2 RD 12" 1.0 420 455 VAV-43-3 3 RD 12" 1.0 420 415 -- VAV-43-3 · 4 RD 12"' 1.0 420 400 VAV-43-3 5 RD 12" 1.0 420 405 VAV-43-3 6 RD 12" 1.0 420 430 - K=.68 2520 760 2565 790 --- --' - -- NOTES: H VAVSHEET PROJECT: CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA ZONE TERMINAL EFFECT DESIGN FINAL NAME NUMBER TYPE SIZE AREA MAX MIN MAX .MIN NOTES (E)AHU-4-43 VAV-43-4 1 RD 12" 1.0 535 560 VAV-43-4 2 RD 12" 1.0 . 535 570 VAV-43-4 3 RD 12" 1.0 535 520 VAV-43-4 4 RD 12" 1.0 535 540 VAV-43-4 5 RD 12" 1.0 535 535 VAV-43-4 6 RD 12" 1.0 535 540 VAV-43-4 7 RD 12" 1.0 535 530 VAV-43-4 8 RD 12" 1.0 535 515 VAV-43-4 9 RD 12" 1.0 535 520 K=l.20 4815 1440 4830 1460 VAV-43-5 1 RD 14" 1.0 750 740 VAV-43-5 2 RD 14" 1.0 750 760 VAV-43-5 3 CD 24X12 1.0 405 390 K=.76 1905 610 1890 615 (E)AHU-4-60 VAV-60-1 1 cu 24X10 1.0 210 65 215 70 K=.65 VAV-60-2 1 CD 24Xl0 1.0 290 · 120 295 125 K=.64 - VAV-60-3 1 CD 24X8 1.0 170 240 VAV-60-3 2 CD 24X8 1.0 170 115 K=.44 340 340 355 .344 NOTES: H e • . I!!) VAVSHEET PROJECT: CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA ZONE TERMINAL EFFECT. DESIGN FINAL NAME NUMBER TYPE SIZE AnA MAX MIN MAX MIN NOTES (E)AHU-4-60 VAV-60-4 1 CD 24X8 1.0 150 155 VAV-60-4 2 CD 24X8 1.0 150 140 - K=.59 300 90 295 95 VAV~60-5 l CD 24X8 1.0 125 130 VAV-60-5 . 2 CD 24X8 1.0 125 125 .. K=.61 250 75 255 75 VAV-60-6 1 LD 48X2 1.0 230 235 VAV-60-6 2 LD 48X2 1.0 230 205 VAV-60-6 3 LD 48X2 1.0 230 210 VAV-60-6 4 LD 48X2 1.0 230 210 VAV-60-6 5 LD 48X2 1.0 230 225 VAV-60-6 6 LD 48X2 1.0 230 205 VAV-60-6 7 LD 48X2 LO 230 205 VAV-60-6. 8 LD 48X2 1.0 230 210 VAV-60-6 9 LD 48X2 1.0 230 210 VAV-60-6 10 CD 24X8 1.0 125 240 . K=.79 2195 ,640 2155 660 VAV-60-7 1 LD 48X2 1.0 120 730 VAV-60-7 2 LD 48X2 1.0 720 710 VAV-60-7. 3 LD 48X2 1.0 720 690 K=.91 2160 1240 2130 1230 NOTES: H -re VAVSHEET PROJECT: CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA ZONE TERMINAL EFFECT DESIGN FINAL NAME NUMBER TYPE SIZE AREA MAX MIN MAX MIN NOTES (E)AHU-4-60 VAV-60-8 1 CD 24Xl0 1.0 210 215 VAV-60-8 2 CD 24Xl0 1.0 210 205 K=.64 420 130 420 140 VAV-60-9 1 CD 24X8 1.0 125 130 VAV-60-9 2 CD 24X8 1.0 125 125 VAV-60-9 3 CD 24X8 1.0 125 120 K=.63 375 105 375 110 VAV-60-10 1 LD 48X2 1.0 230 235 VAV-60-10 2 LD 48X2 1.0 230 240 VAV-60-10 3 LD 48X2 1.0 230 250 VAV-60-10 4 LD 48X2 1.0 230 215 VAV-60-10 5 LD 48X2 1.0 230 220 VAV-60-10 6 LD 48X2 1.0 230 245 VAV-60-10 7 LD 48X2 1.0 230 235 VAV-60-10 8 LD 48X2 1.0 230 220 K=L04 1840 585 1860 595 VAV-60-11 1 LD 48X2 1.0 720 735 VAV-60-11 2 LD 48X2 1.0 720 715 VAV-60-11 3 LD 48X2 1.0 200 210 K=.86 1640 1500 1660 1540 NOTES: H •' . . VAVSHEET PROJECT: CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA ZONE TERMINAL EFFECT· DESIGN FINAL NAME NUMBER TYPE SJ;ZE AREA MAX .. MIN MAX MIN NOTES i (E)AHU-4-60 VAV-60-12 1 CD 24X8 1.0 190 200 VAV-60-12 2 CD 24X8 1.0 190 195 K=.64 380 110 395 1_15 VAV-60-13 1 CD 24X8 1.0 125 135 VAV-60-13 2 CD 24X8 1.0 125 120 K=.58 250 90· 255 ,95 VAV-60-14 1 CD 24X8 1.0 150 165 VAV-60-14' 2 CD 24X8 1.0 150 155 VAV-60~14 3 CD 24X8 1.0 150 150 VAV-60-14 4 CD 24X8 1.0 150 160 K=l.14 '600 180 630 195 (E)AHU-4-61 VAV-61-1 1 CD 24X14 1.0 150 140 . VAV-61-1 2 CD 24X14 1.0 125 120 K=.59 275 90 ,260 95 VAV-61-2 1 CD 24X10 1.0 230 240 VAV-61-2 2 CD 24X10 1.0 230 230 K=.62 460 200 470 210 VAV-61-3 1 LD 48X4 1.0 330 310 VAV-61-3 2 LD 48X4 0.6 700 680 K=.71 1030 500 990 480 NOTES: ,, . H e $ ' 8 VAVSHEET PROJECT: CALLAWAY HEADQUARTERS -2180 RUTHERFORD ROAD, CARLSBAD, CA ZONE TERMINAL EFFECT DESIGN FINAL NAME NUMBER TYPE SIZE AREA MAX MIN MAX MIN NOTES . (E)AHU-4-61 VAV-61-4A 1 DUCT 32X28 4220 4220 4190 4190 K=2.29 VAV-61-4B 1 DUCT 32X28 4220 4220 4135 4135 K=l.17 VAV-61-5 1 CD 14" 1.0 450 630 VAV-61-5 2 CD 14" 1.0 450 205 K=.65 900 480 835 470 NOTES: {"cicyof Carlsbad CERTIFICATION OF SCHOOL FEES PAID .8-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any buildlng permit without a completed school fee form. Project Name _C.;..;A"""'L=L=A=W--A ___ Y--'----G;...;;Oc..;;L=F ___________ ....;.P...;.r_,oj....,ec __ t"""'ID __ :;_C;;;...T.;..;./=M=S---: __ Building Permit Plan Check Number: CB150750 -=..a--'---"'-------------------------------- Project Address: A.P.N Project Applicant (Owner Name): Project Description: Building Type Residential: 21.80 RUTHERFORD RD- 212-070-25-00 CALLAWAY GOLF 368 SF MEZZANINE ADDITION NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: Square Feet of Living Area in SOU -------"----------------~------ Resident i a I Additions: Net Square Feet New Area Commercial/Industrial: 368 Net Square Feet New Area -------=--------...---------------- City Certification of J..A.. _ _ _ _ · Applicant Information: ~~ . . Date 03/27/2015 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ~ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) 0 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 · (760-944-4300 x1166) D Vista Unified School District 1234 Arcadia Drive · Vista CA 92083 (760-726-2170) xt 2222 D San Marcos Unified School District 2 5 5 P i c o A v e S t e· . 1 0 0 San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) LJ San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. . Encinitas, CA 92024 (760-753-6491 X 5514) Certification of Applicant/Owners. The person executing this declaration ("Owner'') certifies under penalty of perjury that (1) the information provided above is correct and true to the Qest of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: · ----"----------------------------- Dou n<i/1\0 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) *********************************************************************************************~***** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned., being duly authorized by the applicable School District, certifies that the developer, builder, or owner h~s satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NL!MBER B-34 Page 2 of2 CMLSBAD UNIFIED SCHOOL 0,ISTRICT 6225 EL CAMINO REA4 CARLSBAD, CA 92009" ( I Rev. 03/09 SAN DJEGO .REGIONAL RECORD 10.,· _ __,,,.......,----------1 'HHMBP'#_,,...... _____ ---------1 -,·~---. flAZArtD·ous ,I\IIATER.IA"-·$: QUE$Tl''ON~AI.RI: .. BP DATE __ ....,.. __ .,...,.._, The.:follav,log q~ represent tMJacll~a·actlvJtlN,·NC>T.thf"s~c·proJectdeJi:rlption~ · -' -~ -. -· . . · .. ,_ ' . ' : . ~ : " -" ----~ ' . _..,__ . ., NO ~'-.l"lJ•·t ~uryey-~n-pert9i;ni_~ ~ ~ei'm~~-~~ of~!>'5tO!i ~lril!ig ~t~,1,1 . . . . . _ . _ rr,' W@! ~ •i!bJl!Cf (a(:llity ~ t;Qnaiructleii1:l!~~'.ltif;f µj:le. j)pf~~C?l'!f gr,.-Sl.!!prn"tjt;_t~t@mtt or,~~-9"j:>a_bl~·Qf em1~!~g an ,Qlr .~ta!T)lnant? (See the :/i.p.qr;r(.«sh¥t atlittpY/www.sdapcd.org/irifo/facts/®rmlts,pdf, l!ndJt\e']!st·of fypl~J equipment recjl.!lring .an :AP.CD:·permit po the reverse side ,olttildrom.,Contacil''APCOIC -have.ii . tiNtkiris):' . . . . 3. El O JANsW~R RN4Y·lF_9Ul;SJI~ f IS YE'g}~ '1,rsul~jt19.ftac_llity. I?, ~~ Y,iithift 1,.®<> f~ .91 th,. 9Uter !>6\Jndaty_ C!f<. ~~ (K thr~g~ 1.i)? ..../· ~(§•~:~·CJI~ ~-~--~ httR:/~:cde.c~.9ov/r~s~/:cfoi: t!Ypiic·_~~J>rtvate-ichool~-~r ~ta~_the ~P.t>rdJ>nate.t~ d!$trf~)- ~k D Ud', -Y!.11 there-be1'.91'1011811on.~"!l!valvil!a handing of ~ny frlable. •b;stc?s mat~"Si or ~~rtilr:ig.anymaterlal Jhat contains non-fril!~lusbest~? 5.. .WII there:be demolitlool · the.removal of a:loacf .-· itriJcturatmembei'?... · :3 J 10 I/~ P$te F~ OffJCJ;I. :utE.ot,!LV,:; FIRE)jEPMTMt:N'r QC~lJPAN¢·(~1Fl'CATlt)N: ..... · ..... -------------....... ---............... ---· .... --... · ................. ______ ........ _________________ _ av: . [)~TE;;.,_:: : l · J .. '*Aijtampl.rUttis''*• •)(8Jll~;~~-from'®mP!.•Uop Qr~l)Q ,.:H~~-~ Matl!!ri~s.B.!.lsl~s ~r.i. ~r perT!llttilll:I req_ulr•rnentsmay still ap~r- iW•~i 7f ,(03/~~) Q>upiy o'f~_Pi~o -l)E}l-JI~oqs Materials.Divisiqn Pi:.1:A$E.CHECK Hl:RE IF YOUR EllJStNESS ,IS EXEMPT; (OfJiREVERSE,$1DE. CHECK lYPE·,OF'~USJNESS) D, Ch.eek all: bel.bW that are.: present at your .facflify:: AGlq· Qlearifr19 A~$efhbly . Autom.otiv.~ .Rep.air aett~ryM:~tiyf~cturing, .eiofu~~ Manufa¢t.urin~ B{otech le1~r~fory . . BtilK'Gbemica.1· StotE;tge C~r"Wash Chemic~,, Manufacturing Che-inicat Purin.cation · ·ory Cleanirig Electricaf-:Compane;nt Manl!f~ctuiin9 F=.~rliliz~r·.Manufacturing FifmiX~r~y Pro~sstng fQPCI. P'r<:>Cf;t.SSir:\g . G!a$$ Manttfa¢tu·ring lhdustriatl;.~!.irtdry-· Nptrftional Sµpptemen.t l Vitf,3tniJl M~nufacturing Pt.ih1ting} f=ii1i$hing P~l.nt Manufacturing .PersoneWC,are. Produots tv.,anufadturiiig .ink Manufacturing La~tatory . . Machining/Milling Manuf~qtuti.ng . M~mbra.n~. fv1anula¢turing · .(Le .. water filter membranes) Mefarcasting tFomiirtg · .~ Pes.ticidS· Manufactudng l Pac)<~gjn_g. Metal Fabrication MetaJ Finlshfn.g l;:lectropl~tl,ng ~lectroless plating Anodizing Coating (i.e •. Phbsphating) Chemical Etcplng· l Milling Printed Cirtuit ~6~-rd · · Man;ufacturing Met.at Powders forming ·Pharmaceuftcal Manufacturing . . .finctucling pre91,1rsors) Porcelain. Enameling Pow~r Ge·neraticm P~li:tt.$hop Research and Development Rubber Manunu;:t1,1ring Semiconductor M~nuf~cturing Soap /-Detergent Manufacturing , ·was.ta Tre.atmentf Stota_ge - CCityof Carlsbad PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carlsbadca.gov B-18 Project Address: t I ea (/J.;r:fte/LFQ\() fU>. Permit No.: ~ It; ,_ 01 ;o Information provided below refers to worli being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. B-18 Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains....................................................... ~ l New building sewer line? .................................. ,...................................................... Yes__ No v' Number of new roof drains?............................................................................................................... -0- lnstall/alter water line?......................................................................................................................... \,if"~ Number of new water heaters?......................................................................................................... ~ Number of new, relocated or replaced gas outlets?.................................................................... ..e,- Number of new hose bibs?................................................................................................................... -9- Residential Permits: ~ New/expanded service: Numb of new amps: ______ _ Minor Remodel only: Yes__ No __ Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: Single Phase ............................................................... Number of new amperes _ __,,,-----,.--- Three Phase ................................................................. Number of new amperes ___ ~..,-"'--'-----=-- Three Phase 480 ........................................................ Number of new amperes ______ _ Number of new furnaces, A/C, or heat pumps?............................................................................ \ ./ -New or relocated duct wort?? .......................................................................... Yes ___ No __ _ Number of new fireplaces? ................................................................................................................. ..0- Number of new exhaust fans? ............................................................................................................ T Relocate/install vent?............................................................................................................................ l.{e's Number of new exhaust hoods?........................................................................................................ 1,., Number of new boilers or compressors? ......................... ~ ........................ Number of HP Page 1 of 1 Rev. 03/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT , l rt 1 ,.,. SCREENING SURVEY Date ~ 7~ :,,, /1 Business Name ~1<'4. flP Lr . Street Address ~c;-fi.te/\..Fvf,,() ~ , Email Address ·= U).U f e, ~eQ-Sd' € PLEASE CHECK HERE IF YOUR B,USINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: Acid Cleaning Ink Manufacturing. Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining /Milling Pai.nting / Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Perso'nal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting l Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical·Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Prii:it Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film/ X-ray Processing · Printed Cjrcuit Board Rubber Manufacturing Food Processing Manufacturing. Semiconductor Manufacturing ,Glass Manufacturing Metal Powders Forming Soap/ Detergent Manufacturing 1,ndustrial Laundry Waste Treatment/ Storage SIC Code(s) (if known):-----'----'-~---------------- Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of Industrial wastewater to be discharged (gal I day): _______ _ List hazardous wastes generated (type/ volume):------,---------- Date operation began/or will begin at this· location:,,_, ~------------- City o-f Catlsbad 1635 Faraday Av Carlsbad, CA 92008 12-16-2015 Plan Check Revision Permit No:PCR15112 Building Inspection Request Line (760) 602"'2725 Job .Address: Permit Type: 2180 RUTHERFORD RD CBAD PCR Status: Parcel No: Valuation: Reference #: PC#: 2120702500 $0.00 CB150750 Lot#: 0 Applied: Construction Type: NEW Entered By: Plan Approved: Project Title: CALLAWAY-REVISE SHOWROOMS Issued: · Inspect Area: Applicant: SMITH CONSUL TING ARCHITECTS STE 125 13480 EVENING CREEK DR SOUTH SAN DIEGO CA 92128 858 793-4 777 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Tota:I Fees:. $580.00 Owner: CALLAWAY GOLF CO 2180RUTHEF{FORD RD CARLSBAD CA 92008 Total Payments To Date: $580.00 $0.00 $0.00 $580.00 Balance Due: ISSUED 11/05/2015 RMA 12/16/2015 12/16/2015 _lnsp~ct9r:_ ----------- i=INAL APPROVAL Date: ---,----Clearance: ----,---- $0.00 NOTICE: Please take NOTICE that approva <:i your prtject includes the "lrrposition'' <:i fees, dedications, reseivations, or other exactions hereafter collectively referred to as ''fees/exactions." You t,we 00 days fran the date this pemit was issued.to prates! irrposition of these fees/exactions. If you protest them, you rrust follow the protest ~res set forth in <?overmalt Q:xle Section 66020(a), ard file the protest and any other teqlired infaina!ion wth the Oty l\l'anagerfor processing in acxxirdance v.ith Ca1sboo.M.Jnidpa Oxle Section 3.32.030. Failure to tirrely follow that procedure v.ill bar any subsequent legal action to attack, review; set aside, void, or annul their irrposition. · You are_ herey FlRTHER NOTIFIED that your right to protest the specified fees/exactions [)()ES NOT'APPL Y to water and set.er cx:innection fees and capacity changes, nor pli;inning, zoning, gra:liflJ or other sinilcr application processing or ser\ice fees inc:onnection wth this prqect. NOR DOESIT APA. Y to any .. fees/exactions <:i wiich ,,,.. 1 have ,.....,.,tx.Jslv been oiven a NOTI= !=:irrilar to this er as to v.hicli the statute of lirritations·has nreviouslv otherWse i>vnired. «~ ¥ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan .Check Revision No. ~ e~ /5 //)., Original Plan Check No. _C.,,,,k_\ 1_--_(J_,~,_0 __ Project Address ii fu i.u~h_pOl(j) ioA-fJ Date___,,-) -/ q_) ~' &"~--- Contact /kJO/IA:3JJ iA-fLAN@o Ph 8~ ... 7q3_ 4'177 Fax 115@ 793 -4'78, Email {M(l[(J1µf ~3Cq -:,?{ • CI¥JI) Contact Address l31-1Jo t;:s/~N iNQ; (:~ -4fJ1-~ City g' D ~ Zip q1-J-zb General Scope of Work Mo~ {fl~ltn® jQ Sl/f)W(lQ),v\$ ( _J;{ '90 1 ~, f -201 k) · t tJ cwo, Nq strw~w llAv; Mail-I, r e L~ef. Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: ~Plans µ Calculations D Soils D Energy D Other 2. 3. 4. Describe revisions in deta·il l,.ist page(s) where List revised sheets each revision is that replace shown existinq sheets ~ A--ttMklMl?Nf /IJM~. f A,w ti/'~Wv1 " . ..., v 5 ~ Does this revision, in any way, alter the exterior of the project? D Yes ~o 6. Does this revision add ANY new floor area(s)? D Yes ~No 7. Does this revision affect any fire related issues? ~s D No 8. _,s this a co~~e :?;z ~es D No .t6S1gnature~ 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov \ E$Gil Corpora\Uon · In <.Partnersftip wit/i. qo11emment for (Bi~i(aing Safety J DATE: NOV. 24, 2015 CJ LICANT JURIS. JURISDICTION: CARLSBAD ; o PLAN REVIEWER -/ . · ' D FILE PLAN CHECK NO.: 15-07~0 (REV. #1) -N-EW PCft#15-112 _._ SET: II I PROJECT ADDRESS: 2180 RUTHERFORD ROA/D PROJECT NAME: CALLAWAY (T.I. & MEZZANlN€ ADDITION) D D D -o. D The plans transmitted herewith have been correctea where necessary and substantially comply with the jurisdiction's building codes .. The plans transmitted herewith will s~bstantially comply tith the jurisdiction's codes when minor deficiencies identified below are resolv&d and checked by building , department staff. · · . . . ,. '. I. . . The plans transmitted herewith have significant deficiencies ide11t1,fied on ~he enclosed check· list and should be corrected and resubmitted for a complete recheck. : i The check list transmitted herewith is for your information. The plans are·being held at Esgil Corporation until corrected plans are s~bmitted for rec~eck. 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 tha:t the plan check has been comple~ed. ,EsGil Corporation staff did advise the applicant that the plan check has been completed. Telephone #: Person contacted: \. ~ 1 --. ' Date contacted: ~ (b · Mail Telephone Fax In rson Email: · REMARKS: .Miscellaneous plan revisions are under this submittal. Selected sheets are impacted; complete· updated sets are provided along with supplemental calculations for review and approval. By: Ali Sadre (by KC) EsGil Corporation D GA D EJ D MB D PC 11/09 Enclosures: Previously- approved plans 9320 Chesapeake-Drive, Suite 208 + San.Diego, California 92123 + (858) 560-1468 + ·Fax (858) 560-1576 EsGil Corporation In <Partnersfiip witfi government for (J3ui(aing Safety DATE: NOV. 16, 2015 JURISDICllON: CARLSBAD LICANT S. Q PLAN REVIEWER D FILE PLAN CHECK NO.: 15-0750 (REV. #1) .. NEW PC~#l5-112 __ SET: I PROJECT ADDRESS: 2180 RUTHERFORD ROAD PROJECT NAME: CALLAWAY (T.I. & MEZZANINE ADDITION) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's· codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ·~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: ANDREW TARANGO C/0 SMITH CONSUL TING AIA D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ANDREW~ Telephone#: 858-793-4777 Date contacted: / {-l (() (bt"(t ) Email: andrewt@sca-sd.com Q...,Mail Y., Telephone\[ M Fax In Person ~ REMARKS: Miscellaneous plan revisions are under this submittal. Selected sheets are impacted; complete updated sets are provided along with supplemental calculations for review and approval. By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA D EJ D MB D PC 11/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 · A, i CARLSBAD 15-0750 (ft~V. #1) -NEW PCR#15-112 NOV. 16, 2015 'I ; t~ . . ~ [DO No·T PA y -THIS IS NOT AN INVOICE] .. VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD· (REV. #1) -NEW PCR#~5-li2 PLAN CHECK NO.: 15-0750 J PREPARED BY: ALI S~DRE, S.E. DATE: NOV. 16, 2015 BUILDING ADDRESS:_· 2180 RUTHERFORD ROAD BUILDING OCCUPANCY: B/S1/Fl; V-B/ SPR. BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier . ' Pl.AN REVIS_ION, . .; - Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: · O-Repetitive Fee 3 Repeats * Based on hourly rate Comments: D Complete Review D Other .__ __ H __ o ___ u __ rl_,y 0- EsGil Fee Reg .. VALUE Mod. 1 o Structural Only 41 Hrs.@* =====$=11=6=.o:o ($) $sao.001 $464.001 Sheet 1 of 1 CARLSBAD 15-0750 (REV. #1) -NEW PCR#l5-112 NOV. 16, 2015 • Please make all correcHorls, as requested in the correction list. -submit FOUR new complete sets· of plans for commercial/industrial projects (THREE sets of plans for residential projects): For expeditious processing, correcte<;l sets can be submitted in one of two ways: 1. Deliver all corrected sets of plaps 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 Departrnent 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 ~,ntil review by EsGil Corporation is complete. • 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. 1. Room 201A, on Sheet A3, requires two properly separated exits. Section 1021. See the next few items as well. 2. Each door in a means of egress from an occupancy of Group A having an occLJpant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.10. This means door 201 B needs panic hardware. Revise door schedule on A7 accordingly. 3. · Sliding doors are not permitted as exit doors, unless meeting the special provisions in Section 1008.1.4. 4. Exit doors shall swing in the direction of exit travel when serving a room containing an occupant load of 50 or more persons. Section 1008.1.2. Please show compliance for door 201 B. • MISCELLANEOUS ITEMS .' f 5. 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 ALI SADRE, S.E. at EsGil Corporation. Thank you. · y SmithConsu tingArchitects October 30, 2015 CITY OF CARLSBAD 1635 Faraday Ave. Carlsbad, CA 92008 Re: PLAN CHANGE REVISION to CARLSBAD PERMIT: #CB15-0750 Callaway Headquarters Tenant Improvement 2180 Rutherford Road, Carlsbad, CA 92008 SCA Project Number: 12067. T03 To whom it may concern: We are providing the following written narrative to outline the changes being made to the original permit as part of the Plan Change Revision (Delta 3). All changes are clouded and tagged with a Delta 3. TS1 Title Sheet · • Added sheet AS.1 to Sheet Index A3 Partial First and Second Floor Plans-Lobby and Showroom • Modified rooms 160 and 201 to include architectural features AS.1 Interior Elevations / Details -Showroom • New sheet A7 Door and Window Schedule/ Details • Modified Door 148C • Added Doors 201 B & 201 C • Modified Door Type 'K' A03 Details • Omit details 9, 12, 13 & 14 • Added detail 17 (Krownlab bi-parting glass doors) S2 Partial 2nd Floor Framing Plan • Added new Box Header SD-2 Structural Details • Added details 5 & 6 M3.2 1st & 2nd Floor Mechanical Plans • Modified plans 1 & 2 M4.2 2nd Floor Piping Plan • Modified plan 1 E-006 Luminaire Schedule • Added fixtures H, J & K E-105 Enlarged Plan -Power • Modified plans 1 & 3 Thank you for your time. Just contact our office with any questions. Sincerely, Andrew Tarango, Project Architect Attachment K:\ 12 Projects\ 12067 Callaway Go/1\12067. T03 -CG HQ IT RemodeMdministra/ive\Plan Check comments\ 12067. T03-PCR Delta 3-103015.doc 13280 Evening Creek Drive South • Suite 125 • San Diego, California 92128 • 858.793.4777 • 858.793.4787 fax Shay Even From: Sent: To: Subject: Andrew, Christina Wilson Tuesday, November 17, 2015 4:21 PM 'ANDREWT@SCA-SD.COM'; Building PCR15112 Callaway HQ plans do not need Carlsbad Fire Dept. review PCR15112 Callaway HQ plans do not need Carlsbad Fire Dept. review. Thank you, Chris Cciwof Carlsbad Christina Wilson Fire Prevention Secretary City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008-7314 www.carlsbadca.gov P 760-602-4665 phone IF 760-602-8561 1 Raenette Abbey To: Subject: Attachments: Hello Andrew, Andrew Tarango (andrewt@sca-sd.com) FW: Callaway revision-PCR15112 Scan_Callaway revision.pdf The revision for Callaway has been approved and is ready to issue. Please see attached for the balance due. There are 2 sheets that will need to be slip-sheeted in to the plans. Just a reminder, we will be closed on Thursday and Friday of this week. Raenette Raenette Abbey City of Carlsbad Building Technician 1635 Faraday Avenue Carlsbad, CA 92008 www.carlsbadca.gov 760-602-2718 I 760-602-8558 fax I Raenette.abbey@carlsbadca.gov Cortn~ft with us ~·~-~~-""..,.,"', Face book I Twitter I You Tube I Flickr I Pinterest I Enews From: Rc1enette.Abbey@CarlsbadCA.gov [mailto:Raenette.Abbey@CarlsbadCA.gov] Sent: Wednesday, November 25, 2015 3:25 PM To: Raenette Abbey Subject: 1 PRIME STRUCTURAL ENGINEERS 13272 Jacaranda Blossom Dr. Valley Center, California 92082 Tel (760) 751-3300 RECEIVED NOV 05 2015 CITYoF BUILDtNiAoRLseAo . , /VIS/ON STRUCTURAL CALCULATIONS Callaway Golf HQ Remodel T.I. Support for Bi-Parting Glass Door Carlsbad, CA Structural Calculations 2K15-10 SHEETS 1 thru 8 ~cR l5 \ \ 2 C,615 07~ : ! • ; •••--•••1 •-•M'J -··-• •, •; •• • ••-1 ••• ••:• -•• ' -•-•~ •••-•• •:• ·--·•~i• •-•• f •-• f ••-n• '. •••• 0 •1 ••--••! • -• ,• •••-•..; ' • "; • { -~.l' _, . . I-, . i .. i i i : j 1 i . : ! !A..! 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( I .• I i j __ ! ·-.i : . ' ...... ~-. .. : . , i .. ;. I ! ... ; .. ·i· -.. j I l . .! L i •.• J I . ....... , !. C i-.•.•• -·,· --, .. ·-. ' . i . . . \ ..... --·-·· .... -.. • r 1 w~ .&..ftl,,,f/!,._!.i/P~ ;u1sr.x£'_ .~.<f:~r·'r--·:. • i.: j . J . ' . I I/ii-. ., . ' ! t.,p,):: .. /. ~ •• i -• i• i i : Mxeti_" i .~x1,i--_x .1t0A-: .. i . 1 1 . : .. ; V: !691 : 1/f/fp-~.:r#:6.J i 9.per-~tf!P¥r .... ' . i ! : ; ' : ... : l i f ' .... •· . ! ' .L .. i ~ ' I -·· ------·· ! i ·--· ·' ----: --· --I--·-· .: ••••• .,J. ••• 1 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North. American Specification ASD DATE: 10/22/2015 SECTION DESIGNATION: 800S250-54 [50] (2) Boxed Section Dimensions: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Inside Corner Radius= Punchout Width = Punchout Length = Design Thickness = Steel Properties: Fy= Fu= Fya= Gross Properties A(gross) Weight (inA2) (lb/ft) 1.5655 5.3270 Effective Properties lxx(defi) Sxx (inA4) (inA3) 14.9308 3.0500 Torsional Properties 8.000 in 2.500 in 2.500 in 0.625 in 0.0849in 1.500 in 4.000 in 0.0566 in 50.000 ksi 65.000 ksi 50.000 ksi A(net) (inA2) Sxx (jnA3) 1.3957 1.8663 Ma-xx Vag (Ft-Lb) (lb) 7609.7 4183 St. Venant Torsion Constant (J) = 13.5446 inA4 Lateral Buckling Properties for Flexure . lxx (in"4) 14.9308 Vanet (lb) 4183, Rx (in) 3.0883 Maximum Unbraced Length for Full Moment Capacity, Lu = 1043.3 in Web Crippling -Allowable Loads, Pa (lb) Total for (2) Members End Bearing Length= 1.00 (in) · Interior Bearing Length = 3.50 (in) Cond.1 (E1F) Cond. 2 {11F) Cond. 3 (E2F) 1149 3364 819 Punchout Reduction Factor Cond. 1, Rc(E1F} = 0.947 + 0.083x/h <= 1.0 Punchout Reduction Factor Cond. 2, Rc(l1 F) = 0.891 + 0.053x/h <= 1.0 A._ PRIME JOB: 2K15-10 A STRUCTURAL DATE: 10/26/15 .l!iiiT/,ii;,~ ENGINEERS SHT: 2 lyy (inA4) 6.5648 Ry (in) 2.0478 Cond. 4 (12F) 3339 Jt_ PRIME JOB: 2K15-10 A STRUCTURAL DATE: 10/26/15 ClarkWestern Building Systems l:iiZ'~~ ENGINEERS SHT: 3 CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 10/22/2015 SECTION DESIGNATION: 800S250-54 [50] (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip=· Punchout Width = 8.000 in 2.500 in 2.500 in 0.625 in 1.500 in Header/Beam Solver Design Data -Simple Span Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit L/360 Header/Beam Span 13.00 ft Dead Load:;: 100.0 lb/ft Wind Load = 45.0 lb/ft DL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Deflection Checks Check Flexure Flexural Bracing: Kyly = 48.0 in Cb= 1.00 lyy (Box) = 6.565 inA4 J (Box) = 13.545 in/\4 Lu = 1043.3 in Mmax = 3063 Ft-Lb<= Ma= 7610 Ft-Lb Check Deflection Deflection Limit: L/360 Maximum Deflection= 0.212 in Check Shear Vmax = 943 lb (Including Flexural Load Multiplier) Deflection Ratio = L/737 Shear capacity not reduced for punchouts near ends of member Va =·4183 lb>= Vmax / Check Web Crippling Rmax = 943 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra= 1149 lb>= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in ClarkWestern Building Systems CW Tech Support: (888} 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 10/22/2015 SECTION.DESIGNATIO~: 600$162-.54 [50]. (2) Boxed Section Dimensions: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Inside Corner Radius = Punchout Width = Punchout Length = Design Thickness = Steel Properties: Fy= Fu= Fya= Gross Properties A(gross) Weight . (in"2) (lb/ft) 1.1127 3.7862 Effective Properties lxx( defl) Sxx (in"4) (in"3) 5.7208 1.8310 Torsional Properties 6.000 in 1.625 in 1.625 in 0.500 in 0.0849 in 1.500 in- 4.000 in 0.0566 in 50.000 ksi 65.000 ksi 55.318 ksi A(net) (in"2) 0.9429 Sxx (in"3) 0.9535 Ma-xx (Ft-Lb) 5054.2 Vag (lb) 5646 St. Venant Torsion Constant (J) = 4.4630 in"4 · Lateral Buckling Properties for Flexure lxx (in"4) 5.7208 Vanet (lb) 3895 Rx (in) 2.2675' Maximum ·unbraced Length for Full Moment Capacity, Lu = 646.0 in Web Crippling -Allowable Loads. Pa {lb) Total for (2) Members End Bearing Length = 1.00 (in) · Interior Bearing Length= 3.50 (in) Cond. 1-(E1 F) Cond. 2 (11 F) , . Cond. 3 (E2F) 1198 3426 964 Punchout Reduction Factor Cond. 1, Rc(E1 F) = 0.925 + 0.083x/h <= 1.0 Punchout Reduction Factor Cond. 2, Rc(l1 F) = 0.888 + 0.053x/h <= 1.0 A-PRIME JOB: 2K15-10 ~ STRUCTlJRAL DATE: 10/26/15 .6fiZ/£va. ENGINEERS sI'lT: 4 lyy (in"4) 1.9938 Ry (in) 1.3386 Cond. 4 (12F} 3603 ;. A_ PRIME JOB: 2K15-10 ~£ STRUCTURAL DATE: 1012611 s . J!!la, ENGINEERS SHT: s ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 10/22/2015 SECTION DESIGNATION: 600S162-54 [50] (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in Header/~eam Solver Design Data -Simple Span Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit U360 Header/Beam Span 13.00 ft Dead Load= 80.0 lb/ft Wind Load = 25.0 lb/ft DL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Deflection Checks Check Flexure Flexural Bracing: Kyly = 48.0 in Cb= 1.oo· lyy (Box) = 1.994 in"4 J {Box) = 4.463 in"4 Lu= 646.0 in Mmax = 2218 Ft-Lb<= Ma= 5054 Ft-Lb Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.400 in Check Shear Vmax = 683 lb (Including Flexural Load Multiplier) Deflection Ratio = L/390 Shear capacity not reduced for punchouts near ends of member Va = 5646 lb >= Vmax Check Web Crippling Rmax = 683 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length= 1.00 in Ra= 1198 lb>= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 55.3 ksi 4.000 in ! r ~ i j . !' ~ I i )' r--/ , -r '·~ I ( \ ·~~.. ~.-- ,, I j ii l f t .,,. 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I l ! r . +· ! i "I A PRIME JOB: 2K15-10 ~£ STRUCTURAL DATE: 1012511s ClarkWestern Building Systems ~ ENGINEERS SHT: 7 CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 10/22/2015 CALLAWAY GOLF HQ WALL STUDS SECTION DESIGNATION: 600S162-33 [33] Single Input Properties: WebHeight= Top Flange= Bottom Flange = Stiffening Lip= Punchout Width = 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in Wall Solver Design Data -Simple Span Wall Height 19.00 ft Lateral Pressure 5.00 psf Stud Spacing 16.0 in Check Flexure Load Multiplier for Flexural Strength = 1.00 Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection limit L/360 Axial Load 365 lb Flexural Bracing: KyLy = 48.0 in Cb= 1.00 0.0346 in 0.0765 in 33.0 ksi 33.0 ksi 4.000 in Me = 3355 Ft-Lb My = 1643 Ft-Lb 0.56 My< Me< 2.78 My Mc= 1578 Ft-Lb Sc/Sf= 0.97 Mmax = 301 Ft-Lb <= Ma = 789 Ft-Lb (Distortional Buckling Controls) K-phi for Distortional Buckling = 0 lb*in/in Check Deflection Deflection Limit: L/360 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.370 in Check Shear Vmax = 63 lb {Including Flexural Load Multiplier) Deflection Ratio = U617 Shear capacity not reduced for punchouts near ends of member Va = 638.lb >= Vmax Check Web Crippling Rmax = 63 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bea.ring Length = 1.00 in Ra = 153 lb >= Rmax, stiffeners not required Check Axial Interactions P = ·365 lb (Including Axial Load Mult~plier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt = 48.0 in Max KUr = 100 Allowable Pure Axial Load, Pa = 2076 lb : Axial Load Ratio, P/Pa = 0.176 · K-phi for Distortional Buckling = O lb*in/in Check Equation C5.2.1-1 Cmx= 1°.00 Per= 10041 lb Alpha= 0.930 Equation CS.2.1-1 = 0.586 Maximum Interaction = 0.586 <=1.0 Check Equation C5.2.1-2 · Pao = 3244 lb Equation CS.2.1-2 = 0.494 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com A._ PRIME JOB: 2K15-10 A STRUCTURAL DATE: 10/26/15 JJ;;;Tl.&:>Via) ENGINEERS sHT: s . 2007 North American Specification ASD DATE: 10/22/2015 CALLAWAY GOLF HQ WALL STUDS SECTION DESIGNATION: 600S162-33 (33] Single Section Dimensions: 3 ___ __,2 Web· Height = 6.000 in Top Flange= 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Inside Corner Radius = 0.0765 in Punchout Width = 1.500 in Punchout Length = 4.000 in Design Thickness = 0.0346 in Steel Pro(!erties: Fy= 33.000 ksi Fu= 45.000 ksi Fya= 33.000 ksi Gross Pro(!erties A(gross) Weight A(net) Sxx (in"2) (lb/ft) (in"2) (in"3) 0.3443 1.1716 0.2924 0.5976 Effective Proeerties lxx(defl) Sxx Ma-xx Ma-x(dist) (in"4) (in"3) . (Ft-Lb) (Ft-Lb) . 1.7928 0.5773 950.6 788.8 K-phi for Distortional Buckling= 0.00 lb*in/in Torsional Properties Jx1000 cw (in"4) (in"6) 0.1374 0.8615 Xo (in) -1.072 Warping Torsional Pro(!erties a Sxx(lip) Wn(1) (in"3) {in"3) (in"2) 127.9 0.6910 3.8196 m (in} 0.677 Wn(2) (in"2) 2.7253 Web Crippling -Allowable Loads. Pa (lb) End Bearing Length = 1.00 {in) Interior Bearing Length = 3.50 (in) lxx (in"4) 1.7928 Vag (lb) 638 Ro {in) 2.587 Wn(3) (in"2) -2.0184 4 Rx (in) 2.2819 . Vanet {lb} 638 Beta 0.828 Wn(4) (in"2) 2.0184 Cond.1 (E1F) Cond. 2 (I1F) Cond. 3 (E2F) 153 . 430 93 Punchout Reduction Factor Cond. 1, Rc(E1F} = 0.926 + 0.083:x/h <= 1.0 Punchout Reduction Factor Cond. 2, Rc(l1 F) = 0.888 + 0.053x/h <= 1.0 1 6 5 lyy (in"4) 0.1162 Syy {in"3} 0.0813 Wn(5) (in"2) -2.7253 Ry (in) 0.5809 Ma-y (Ft-Lb) 133.9 Wn(6) (in"2) -3.8196 Cond. 4 (12F) · 416 Glaz-Tech Industries FOR REFERENCE ONLY Page 1 of 1 · · · Products . . Enter Glass Thickness I 1/2 vi Enter Height ~I e_s __ __. 1-;;~ Results Double Glaze Copyright © 2010 Glaz•Tech Incflistries. All Rights Reserved, Copyright@ 2010 Glaz-Tecll Industries. ,.\II Rights Rese1ved https:/ /www.glaztech.com/Products/calc _glass_ weight.aspx 10/6/2015 f'"oouc,rw.ie· ~~~ ... R fiiiouNJt<Gsrru, lOPMOUNT 1 ~~~~~~s.~t.'-~ .. ?''f .~.!''"!?,:jl:!6) ....... ,._,,_,, i OB'An.C SCA.LE6""'1' 11:2) 0 HO•• 0 fROCUCJ SPECtFICATIOHS: .,PAGE:1/1. ". ' ............. ~1.~.~/0Jf:Ol~. I. -·-... NO"' ••-0 o,,H O O .. , o ••• 0 ,-0" ON .... , 00 0 ... ,, I I I ,i,,wAtl\ : "LO(aJN-G~ _l \ ______ :, _______ '\"___ l ' • I \ I \ ~PTh:;N,,\t : \ !ll: ... CJ: I \. .S'iANO,:PF-y ' I \, C~OONAl { '-Dfl'fWf.~Lt --\ ):~i;.l."T \ .... \ \ r--<· L---· \ ' \ \\\ ' \ \ -------------~\"I U:!f>JL/1. !CAti:1-~•l' II :21 -~n:oMGUlDl;i'\,)Sr : I I I : l I I I I I l I I I ,, I I I ! I I I : I I ! @ :."t/,NS. ·nucr.NBs I 1 • Kr~o!:ilnc .... 2351 NWY01kSI. ...., Portland. 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