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1 LEGOLAND DR; ADMIN BLD; CB971456; Permit
City of Carlsbad 92008 03-15-2017 1635 Faraday Av Carlsbad, CA Building Permit Permit No:CB971456 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: OccGroup: 1 LEGO DR CBAD PLANCK 2110221600 $0.00 Sub Type: Lot#: Const Type: Reference#: Project Title: 47000 SF BUILDINGS SERVICE AND ADMINSTRATION "LEGOLAND" VN Applicant: Owner: Status: Applied: E:qt,ered By: Appr/Issued: Inspect Area: ADACHI, KYOKO CARLSB~D ESTATE HOLDING INC 1655 26TH STREET SANTA MONICA, CA. 310 453-0100 Total Fees: $0.00 Description Additional Fees BUILDING PMTS Inspector: 90404 $0.00 Payments To Date: $0.00 FINAL APPROVAL Date: Clearance: Il:lt~lo 06/03/1997 MOP 07/31/1997 PD Balance Due: Fee 1,500.00 -1,500.00 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 Govemmelit Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely, follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with:this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar.to this or as to which the statute of limitations has oreviouslv otherwise exoired. CMci_Q03~ P.J;RMIT APPLICATION ,fOR.OFFIC!= USE Oi\11,.Y. '·-.~ Sb· PLAN CHECK NO .. f] "-·/ EST. \!AL. . --_ . .CITY OF CARLSBAD BUILDING DEPARTMENT 2015 Las Palmas Dr.,' Ca.r'lsbaci CA. 92()09 (760) 438-1161 Plan-Gk. Deposit .,-,---+-t-,--.,,,.--=-.....--'·=·· Valiat~d By_--,-._,_-1----'--"'-""'"---'- _[)ate ___ --'~f-'+-~,---,,__ _____ _ . Address (i[lclude Bldg/Suite #) B1,1si1JeSS Name ·(at this' adqrE)sst . Legal·Description · Lot No; Subdivision Name/Number ·Unit No.· Phase No. Total # of unitlL · Assessor'!! Paree!#. Existing Us~ . Prop.osed Use. '·· ·# of Bathrooms , r ,.,.,,...,..,.. :'l!-.lr ~U;/:/'YJ' . ·:::'., .:~_.:~:f ;::>';';;,'.','J., Name· Address City State/Zip · Telephone # . ~0~~~QYJJ-iEJtw,,. i' ~,::,,,;(•!t~~-~.' ~ N> ,;~ i ,~ ',,, ~ ... \',:",~•,':'",.., City ~.tatetZip m'-~<::«'9~~~~--:,_;:,, "': ',.._,__-M:~:,:___ , ~ ~,'_,~,~-,:~~~i _;_ ,.,..,,..., ___ -,..,,,..~--~=-·--··--~•W'•·>""',.-,--,, Designer Nam.11 'State license·#· Address Te)eptione ~gJJm$~;{::;;e;wb...M;-;;;;.e,;;:.E;.:fll;;;:_ $];;~;;;_,T;;;:-);;;.b;.N;.;.:;_;,,.;;::· :::~;::::::; ___ -~'-1·-~-, ~-,_,\ !' ';' > ,, t~~-\:~~ '. '> ' ' «' N-~~~«:2;2i,;_::h~~ ~~~=:G~~~~~~7~:~:::~~::~:.s::?J~lt- Workers' Compensation Declaration: I hereby affirm under penalty of perjury. one-of the following declarations: Q I have and will maintain a certificate.of consent to self-insure for workers' compensation as provided by Section 3700-of .the ~abor Code, for the performance · of the work for which this permit is issued. (j I have and ·will rriaintain workers' compe_nsation, as· required by Section 3700 of the· Labor ·Code, for '.the .performance of the work for whicl;l ·this permit is--· · i_ssued. My worker's compensation insurance carrier and policy number .are: Insurance Company ___ -'------------'------'---Policy No·------~-----~xpiration Date_~------ (THIS SECTION NEED NOT BE.COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100J·OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this !)Brmit is issued, I shall not employ any person in am-_manner .so-as- .to bec~me· subj~~t-to the Work~rs' Compe~sati~n Laws ~f Californja. -· -· · -~ .. ,~-· ~ , -----· --·-_. ____ ---· · ·, .. , · · 'WARNING: Failure to secure wo)'kers' compensation·coverage is-unlawful;· and-;h~;;,;j;ct an employer to criminal·penalties and civil fines up Jo 'cme h~nd;~il · thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 .of the.Labor code, intere_st and attorn!!'f's fees. SIGNATURE. _____ .....,.-,--------...-'-----~'------.-----'-•DATE _ __,-,-,......;,-----,,-.,.;-- il-.~"Q'11J;!Jlf!l!JJJ..Q!irul.J:_Q.Jj;_-a)\1JQ.~£ ::.5:s:u:e,::·.~~ i\;..s.::::L. '.: .: _::..;;z.:-:,;:: :. , . ---"" ~. -~ .-...,3,;;.:..:. '.:.. : ..... ___ ;_ .. a~ ... ::~.:.:..:;;~ ,;L·:::, ..:i..:.~: ~-::r; I hereby affirm that I am exempt from the Contractor's ·License Law for the following reason: · 0 I, as owner· of the property or my employees with wages as their sole compensation, will do the work and the .i,tructure is [!Ot intended or offered for sale (Sec. -7044, Business .and Professions Code: The Contractor-' s. License law does not apply .. i:o an owner of-property. who builds or improv~s thereon, and 'who does . . such work himself or through his own employees, provided th(lt such improvements are notiiltended or offered for sale. If, however, tj,e byilding_ or 'improvement is sold within one year·of completion, the·owner-builder will·have the burden of-proving that.he did not build·or·improve for the purpose of·sale). · .0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the· project (Sec. '7044, 'Bu,siness and: Professions Code': 'rhe Contractor's License Law do~s not apply to an owner of property who builds or improves thereon, and contracfiltorl'sfcfvl:i:'ro'iic"i's" wi't~O::'ontr.a'.ctor(sf)ilhensed pursuant to the Contractor's License Law). . . . . -:::-f·F,'MF 13-C-O ,, ~o 0 I am exempt under Section----~~ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for-construction of the. proposed prqperty improvement. Q. YE_S ONO 2. i (have/ have not) signed' an applic~tion for a building permit for the proposed work: 3, I ,have-contracted,. with the following pars.on (firm) to provide the proposed construction (include name / address / phone nu'mber / contractors· license nu~ber) :-: 4. ,-plan tci provide portions. ofthe work, but i have hired the following person to coordinat!l,· supervise and provide the major work :unt:fude name / address / phon'e · number / contractors licens!) numb!)r): · · · . 5. I will provide some of the work, but I have contracted (hired) the following persons to· provide the work indicated (inclyde name,/ ac;ldress / ,phone number'/ type ·of work): · P-ROPERTY OWNER SIGNAT-URE _______ ~-,----..--~--------• DATE _ _,..,-----,---- fl-o•"PtETS,>irti(s,.c!'cdW"'11'~0n:iM'n••.;.:li:s,ii'"'•f+tA1J8' '11f'riirM4;Jic'ffMtits:'."dN;;'y-';".;:~ ::· ·:~z::-7 ,·: ::~··· ·~.'·m '::~·. :<:'~. '< ::·~'!~ :,::<.; ·.:. ,:· J -:~··J-~::::!:ii.~~yr,;: '':;:;:::%"'."::;{: ''.""'.'...,.{''i:,','.·:, 1¥:. ~ t!'.!. '" *!.;._.,.,:.;,"-\.\;! , ... ~J!{!J .. ~!!lJ:! .. ~"'.;,t!-i..~~£~......f,'.X.it...u-.... ~-~,. ~J ... ~~ ,.,... ,,., y, -~-........,.-1., ....... ,"' ~ ....... ,,, w< ............... ,,-.h ..... ...-..,;,.,.<-W .., ...... ~..:...·~ ............... « ........ ~~ .... _,wW,O<~----, ~~~--~; .-,.•\...-..-,. «<¾i,,. .... ~~<'!""'li~'-~~,J' ~ ... ·, Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration .torn, or risk, management and pteventiori ' program·under'Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account_:Act? 0 YES· 0 NO' · · Is the applicant qr future buildi11g occupant.required to _obtain a permit from the air pollution control district c;ir air_q,Liality manageri)ent districfl _ -0 YES D NO Is the JacilitY to be cionstructed·within 1,000 feet of the outer boundary qf a school site? . !:] YES .,[] NO '1F ANY OF T!iE AIIISWER~(AR!: Yes; A FINAL CERTIFICATE OF OCCUPANCY MAY l',IOT BE·ISSUED·UNLESS THE APPJ;ICANT HAS MET.·O~ IS M!:~T!NG TH!: REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ' i;;:., :;:go.n~,mi.§1®t::~JN..~A~x-J½t::;~2 , :.:, ,~,s.=~'....:.:~ .. ;._: .. :..: .. :.:~.:,. ·:; :;1:''.::..-~::.--::~~~~;:,.:...;,,...:... · ..:.:.::?:1::;::.:.:5':z·, :,.,..::~:~:z:j·: ::.::_;_,:i:7·~::'~~ ·"'} I hereljy affirm that.,there,is.a cqnstruction lending agency fcir·the performance of the .work·-for which this·permit is-issued !Sec. 309'7(i) Civil <::ode). LENDER'S NAME LENDER'S ADDRESS l9.~:.'.I.A.Rl!.IALCA,tf1:1~ERJ'IFJq"A,TJ,Qf!.2:_:,__: ~~~.t.:,..:.......:,..;..;:'::'.:..: .. ..:..,,;:.:.,._~~..:...-:.:._,_;. .. ...i;..,-<),. ::,; :,.:: •• ,:;c't.: ..:.~·:.:...~:..:;.;;..:Ji::..::.,..;;..: ,.;;,_;.~-: ~.:...;. .. c<;...;..~Ll ~"""'";:::] I certify that :I ·have· read the application and state that ·the 'above information-is correct a~d-that the Information on the ph,1ns is ·accurat~-. i agree to .i;:omply with all City orclinances and State ·1aws ,relating to ·building constructiom I hereby ·authorize ,representatives of tlie. Citt: of Carlsbad to enter-upon the ·.al?ove mentioned property for inspection purposes. I ALSO AGREE TO S'AVE, INDEMNI_FY AND KEEP HARMLESS THE CITY OF .CARl:SBAD. AGAINST ALL .LIABILITIES,, JUDGMENTS, costs AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAiD CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. . , t . -, ' ' :· • • , I .OSHA: An OSHA permit is required for excavatipns over ·5•on deep and demolition or construction of structures over 3'stories in height.· EXPIRATION:· Every permit issued by· the-Building· Official under the provisions of this Code shall expire· by limitation ·and become· null ·and· void if-the building ·or·:. work authorized py such ;pimnit ·i$, ·not co me wi in 365_ days, ~rqm the date of such permit or if the building or work au,thoriz!!c! l?Y su.ch permit is su~p1=1nde<;I · or abandoned at any time after the wor o6,..-,M~d for io of 180:days (Section 106.4.4 Uniform"Building Code). ·' · · ·· - PINK: Finance D:t>.:rJ: -~~--=-<3=-: . 4_......· . ~--~---.. -. PLEASE NOTE: THERE ARE MULTIPLE PERMITS FOR THE ORIGINAL LEGO PROJECT PLEASE USE . CB972027 OR CB971460 OR CB971465 AS THE PLAN CHECK NUMBER WHEN SEARCHING IN HPRM VbOo/22-b -~. . . -. . : '08/20/97 -09: 07 P'age 1 of ·1 Jo):) Address: Suite': ·· · 'pe~mit. No1: SE9701Z:9··· .Bldq 'PlanCk# :,. :·cB971~56 • ··--' ' l •• ' ' S2~ 08/~0/97 0001 01 02 . . Permit Type: SEWER -OFFICE'/WA,RE;HOUS.E Parcel No: 211-022-~6-00 Descriptiore\ ~~~~~~:~-R~~~v!~;~ &0tD~!~ ~4;-EDU, S Permit-ee: tEGOLAND CARLSBAD, INC 619-:438-:5'570 5600 AVEN:IDA E::N.CINAS STE 130 CARLS~AD CA ·92008 ·-. . .• . I CITY OF CARLSBAD . 2075 Las Palmas. Dr., Carlsbad, CA 92009 ·(6l9)',438-Ll6l . C-PRMT · 47675 •. 00 s·tatus :)·.ISSQED Applied.:: ·0712 5/97 Apr/I.ssue: 08/20/97 · _Ex:pired : · Prepared By: MAM B U I L D I N:·-G P E R M I T Pe.rmi t N.or WM970049 _0·8/27/97 15·: 44 l?age 1 of 1· · Job A9dre:s.s: . Permit Type:. WATER METER PERMIT Parcel No: 21.1-0·22-.1,6:.:..00 Valu.at:i,on.: 0 Suite: Lo·t#;. Occupancy G;r'.oup: ·Reference#:. . :i?_roject No: )t9·603436 ·· DE;lvelopment No: F1305001 8534 08/27/97 0001· 01 • -02 . . . C.,..PRMT, . .192().o.oo Constru~tioh Type} NE• Status: ISSUED Der5cri1;>tion:' -!MP.ACT FEe-2 INCH TURBO·WA;TER . · · :· METER-LEGO;...R:ECLAIMED WATER-IRl:tIGATION App.lied: 08/27/97_ -A:pr/I$sue: 08/27,/97 Entered By: RMA, 619·-"-438-:-5570. •. FINAL APPf10VA~ ··:::: · .DATE=· -""""·= . ;_; !J ~r~ :·:=;J ·:.;;,,,.·· ·=·.' ==---~== Lr :Z:"7"TT==r===== ::p:p:p--:vr===.111"' "'": . CITY OF CARLSBAD 2075 Las Palmas :Or.;, Carlsbad, CA 92009 {619) 438'-l16t·· CITY OF CAALSBAD INSPECTION REQUEST PERMIT# CB971456 FOR 07 /0·9/98 INSPECTOR AREA PD _PLANCK,# CB9714:56 OCC GRP DESCRIPTION: 47000 SF BUILDINGS SERVICE AND ADM:(NSTRATION '"LEGOLAND" TYPE: PLANCK JOB ADDRESS: 1 LEGO DR APPLICANT: ADACHI, KYOKO CONTRACTOR: OWNER: STE_: CONSTR. TYJ;>E VN LOT: PHONE: 310 453-0100 l?HONE: cL: vf(_ REMARKS: C/JIM SKATES/930-0099 EX 231 SPECIAL IN_STRUCT: AM PLEl!,SE 8-8; 30AM, INSPECTO~ . . PHONE: J EMERGENCY GENERATOR TOTAL TIME: --RELATED PERMITS--PERMIT# TYPE CB971460 COM SE9701~·9 SWOW WM970049 W1>1:ETER RW97 02 5·1 ROW SE970199 SWCI SE970200 SWCI SE970201. SWCI sE.91020-s swcr .Sl!:.970218 SWCI AS97019-4 ASC RW9800_20 ROW SE98,00l.3 SWCI AS980016 ASC SE980027 SWCI AS9,80032 AS'l;'I CB980817 CTI CB98.087~ CTI. fAD9.8009 FADP AS980045. AS.TI SE9-8005-5 $WCI AS-980051 .ASC CB98i267 C'rI FA980008 FALAR?-1 F~980.010 FALARM CB981441 COM AS9800.83 ASTI CB972112 C0M CB972i20 COM CB97~H26. COM CB972127 COM CB972128 COM CB971239 COM. CB973404 CT;!: AS98,Q.031 ASC 013973240 COM CB973~42 INDUST CB973,2·47 COM AS98004-2 ASC CB9732A8 ·OOM CB973250 -COM. CB97328.6. ELEC CB91.3312 PI,i'l:ffl: STATUS ISSUED ISSUEO ISSUED ISSUED ISSUED ISSUED ISSUED ISSt_JED ISSUED ISSUED !$SUED ISSUED ISSUED :tss_UED ISSUED rssuEo ISSUED ·-ISSUED ISSUE_D -ISSUED ISSUED ISSUED ISSUED ~SSUED ISSUED lSSUED ISSUEP ISSUED ISSUED ISSQED ISSUED ·ISSµED -ISSUED ISSUED- :j:SSUE;D · ISSUED IS·SUED ISSUED ;ISSUED ISSUED ISSUED ISSUED ,·,,; ·- --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# CB9806·25 CB980626 -CB980818 'CB980916 CB9809l9 CB980921 CB9.8092:3· CB9809:2.6 FAD9~l013 CB9ell09 ci3g:a12e9 CBQ'81504 US9.80019 'FAP98028 CB98-172:0 T,YPE COM COM CTI COM COM COM COM COM FADD COM CO?,j COM TU FADD CTI STATUS ISSUED ISSUEP ISSUED ISSUF,:D -+SSUED ISSUED ISSUED ISSUED ISSUED' J;SSl:;JED ISSUED ISSUED ISSUED ISSUED ISSUED ACT COMMENTS _3s __ EL _F_i_xt_u_r_es------,----------~ -@ L 6"/f/ ~@Vo/ It C /i" ?l.1/f? --------------....a...-----'---------------------""'----,,--.-----'--""""---------------------- DATE 061098 042998 042198 031298 031098 030998 030698 030598 030298 012198 123097 120597 120497 ***** INSPECTION JIISTORY ***** DESCRIPTION Final Combo Rough Electric Final Electrical Steel/Bond Beam Steel/Borid Beam Ftg/Foundat!on/Pierp Steel/Bond Beam Underground/Cond,uit-Wiring Underground/Conduit~Wiring Walls Grout Footing Footing ACT IN:SP CO PD NR PD NR -PD P,A PD AP PD -CO PD NR PK PA PD AP PD PA PD AP PD AP PD CO PD COMMENTS COLUMNS MUDDY ROADS-COULDN'T FIND JIM MAlN GEAR GROUNDING SEE MULTIPLE ' ' SPECIAL IN·SPECTIONS SCANNED S-E-PARATELY CB972027 IS THE . . PLAN CHECK NUMBER FOR MANY OTHER CB'S ALSO SEE < CB971460(OUTER PARK) CB971465(ADMJN BLDG) ,, REPORT OF CONCRETE COMPRESSION TEST ~----~/ PROJECT: ~OI,AND:;:sq\H~t:1~ ..• .P:~Bi.:.:::.,; r;.\.• '( rx TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES,INC 5600 AVENIDA ENCINAS SUITE 130 C--GARI:.SBAJJ;-cALIFORNI~ ~ \~-~(, DATE: FIELD DATA: CARLSBAD, CA 92008 October 07, _1997 REVISION #1 OUR REPORT NO.: 059-70202-24 LOCATION OF PLACEMENT MAINTANCE BUILDING SLAB..,.ON-GRADE .F. 5 @ 2 DATE PLACED September 24, 1997 SUPPLIER NELSON & SLOAN TIME 02:11 pm DELIVERY TICKET NOJrRUCK NO. 649961 SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS 522/ 3000 psi AIR CONTENT, % CEMENT ~-- AIR TEMPERATURE, °F 8'7 WATER CONCRETE TEMPERATURE, °F 91 FINEAGGREGATE DATE RECEIVED IN LAB September 25, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULV~R/CHRIS DAVISI\DMiXTURE MIX DATA SUBMITTED BY SUPPLIER NOTE· APPLICABLE ASTM STANDll!lDS UNLESS OTHERW)SE~ED;.fil..UMP: C143;99•· AIR CONTENT· C231-91b· TEMPERATURE··c1oaua(93) COMPR_ESSION TEST RESULTS ASTM C39~94 · SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA . STRENGTH NUMBER OR SET NO. (DAYS) TEST ,, (LBS.) (IN.) (SQ.IN.) {PSI) TYPE OF BREAK 15370 A 7 10/01/97 15370 B 28 10/22/97 15370 C 28 10/22/97 15370 D .. SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. SET #15 .. 84000 107000 1040.00 . Cylinders.picked up by PSI -~ representative: 6.00 6.00 6.00 Cylinders·delivered to.PSI laboratory. TECHNICIAN: CATHY PULVER/CHR,IS DAVIS' 28.27 2970 Cone 28.27 3780. Cone 28.27 3680 Cone . 3000 - Test-results comply with applicable X specifications. Test results do not comply wilh applicable specifications. "1. ,..~ co N f Q!:~:mitted, cc' LEGOLAND (4) ' BERNARD BROTHERS, H. O.K.' CITY OF CARLSBAD &:::!.f1onal Se~ice~/ndustries, Inc. DAVID J AN, RC THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPL!,S TESTED AND MAY NOT BE INDICATJVE.OF THE E_NTIR~ CONCRETE PLACEMENT. DI STRI MANAGER REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSIO_N !IY,PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc., 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE l.30 CARLSBAD, CA 92008 PROJECT: LEGOLAJ,'ID THEME PARK CARLSBAD, CALIFORNIA REVISION #l. DATE: October 07, l.997 OUR REPORT NO.: 059-70202-23 FIELD DATA: LOCATION OF PLACEMENT MAINTENANCE BUILPING SLl-\13-0N-GRADE 11D 11 @ 3 DATE PLACED September 24, l.9.97 SUPPLIER NELSON & SLOAN TIME l.2:54 pm DELIVERY TICKET NO./TRUCKNO. 649921 SLUMP, IN. 4 l./2 MIX NUMBER AND PROPORTIONS 522/ 3000 psi AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 78 WATER CONCRETE TEMPERATURE, °F 9l. FINE AGGREGATE DATE RECEIVED IN LAB September 25, l.997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULVER/CHRIS DAVISt\DMIXTURE MIX DATA SUBMITTED BY SUPPLIER COMPRESSION TEST RE$UI,. TS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER <;YLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS:) (IN.) (SO. IN.) (PSI) TYPE OF BREAK l.5368 A 7 l.0/0l./97 84000 6.00 28.27 2970 Cone l.5368 B 28 l.0/22/97 ii3000 6.00 28.27 4000 Cone l.5368 C 28 l.0/22/97 l.l.5000 6.00 .28.27 4070 Cone l.5368 D 28 l.0/22/97 l.l.8000 6.00 28.27 4170 Cone l.5368 E .. SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cyliliders·pjcked up by PSI ~ representative. X Test results comply wilh applicable specifications. Cylinders made by Architect's or Contractots representative. SET #l.3 Cylinders delivered to PSI laborat9ry. TECHNICIAN: CATHY PULVER/CHRIS DAVIS cc: LEGOLAND (4), BERNARD BROTHERS, ·H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT·BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSI_ON BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~~onal S~c{fe/ndustrl=. DAVID J. YAN, RC DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF' CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 _ R~VIS:;l:ON #1 DATE: October 07~ 1997· OUR REPORT NO.: 059-70202-22 FIELD DATA: LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-ON-G:RAl)E "F" @ 4. 5 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % September 24, 1997 05: 05 pm_ 4 70 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 86 DATE RECEIVED IN LAB September 25, 1997 FIELD DATA SUBMITTED BY PSI\CATHY PULVER MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERY TICKET No.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-94 -. NELSON& SLOAN 649611 522/ 3000 psi SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER 15357 15357 15357 15357 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE.OF OR SET NO. (DAYS) TEST A 7 10/01/97 B 28 10/22/97 C 28 10/22/97 C 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs representative. SET #2 LOAD DIAMETER (LBS:) 85000 105000 104000 Cylinders picked up by PSI -~ representative. {IN.) 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. TECHNICIAN: CATHY PW,V~R AREA (SQ.IN.) 28,27 28.2'7 28.27 cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200.4 (4)F STRENGTH (PSI) TYPE OF BREAK 3010 Cone 3.710 Cone 3680 Cone 3000 Respectfully submitted, §~~na/ Serv:c•;;z::_ DAVID J AN, ~crt:I DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: ~EGOLAND THEME PARK CARL$BAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 October 07, 1997 REVISION #1 OUR REPORT NO.; 059-70202-21 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB,-ON-GRADE A. 5 @ 2 DATE PLACED September 24, 1997 SUPPLIER NELSON & SLOAN TIME 09:38 am DELIV!;:RY TICKET NO.if RUCK Nd. SLUMP, IN. 5 1/4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 89 WA1ER CONCRETE TEMPERATURE, °F 87 FINE AGGREGATE DATE RECEIVED IN LAB September 25, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULVER/CHRIS DAVIS<\DMIXTURE MIX DATA SUBMITTED BY SUPPLIER NOTE· APPLICABLE ASTM STANDARDS !J.NLESS OTHERWISE JNPLCATEO:..SJ..UM~.Qll;.A)R CONTENT· C231-9Jb' TEMPERATURE· c10 . SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER CYllNDER COMPRESSIVE AREA STRENGTH 649'7~5 522/ 3000 psi NUMBER OR SET NO. (DAYS) TEST (1,BS.J (IN.). (~O.IN.J (PSI) TYPE OF BREAK 15364 A 7 10/01/97 15364 B 28 10/22/97 15364 C 28 10/22/97 15364 D SPECIFICATIONS 28 REMARKS: X Cylinders made b:,,:.PSI _representative. Cylinders made by Architect's or Contractor's representative. 85000 109000 108000 Cylinders picked up by PSI X representative. 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. SET #9 TECHNICIAN: CATHY PULVER/CHR~S OAVIS 2'8 .27 3010 Cone 28.27 3'860 Cone 28.27 3820 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with · applicable specifications. coNf Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD d_~fessiona/ Service Industries, Inc. a~a~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, )NC. PSI A-200-4 (4)F DAVID J Y~,-~~c(/. . DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Sl}ite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600.AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 07, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.:·059-70202-20 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-ON-GRADE "F" @ 2 SET #3 DATE PLACED September TIME SLUMP, IN. 4 1/2 AIR CONTENT, % AIR TEMPERATURE, °F 70 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB September FIELD DATA SUBMITTED BY PSI\CATHY MIX DATA SUBMITTED BY SUPPLIER SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE·OF NUMBER OR SET NO. (DAYS) TEST 24, 1997 SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE 25,. 1997 COARSE AGGREGATE PUµVER/CHRIS DAVISA.DMIXTURE COMPRESSfON Tl:ST RESULTS ASTMC39-94 TOTAL CYLINDER CYLINDER COMPRESSIVE LOAD DIAMETER AREA STRENGTH (LBS.) (IN:). (SO.IN.) (PSI) NELSON & SLOAN 649615 522/ 3000 psi TYPE OF BREAK 15358 A 7 10/01/97 70000 6.00 28.27 2480 Cone 15358 B 28 10/22/97 15358 C 28 10/22/97 15358 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represe.ntative. Cylinders made by Architect's or Contracto(s representative. SET #3 101000 6 .o·o 98000 6.00. Cylinders picked up by·PSI X representative. · · 28.27 3570 Cone 28.27 3470 Cone 3000 Test results comply with applicable X specifications. . Test results do not comply with ~,-........ ,"--Co Nf ORMS TECHNICIAN: CATHY PULVER/CHRJ$ DAVIS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.I,<., CITY O;F CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSIA-200-4(4)F .~"onal S~c~e /ndus~es, Inc. DAVID J.. YAN, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-19 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-ON-GRADE C @ 2 DATE PLACED TIME September 24, 1997 08:40 am SLUMP, IN. 5 1/2 AIR CONTENT, % AIR TEMPERATURE, °F 72 CONCRETE TEMPERATURE, °F ,8 7 DATE RECEIVED IN LAB September FIELD DATA SUBMITTED BY PSI\CATHY MIX DATA SUBMITTED BY SUPPLIER 2"7, 1997 PULVER SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 649712 522/ 3000 psi COMPRESSION TEST RESULTS LABORATORY NUMBER 15363 15363 15363 15363 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 10/01/97 B 28 10/22/97 C 28 10/22/97 D 28 10/22/97 28 X Cylinders niade by PSI representati~e. Cylinders made by Architect's or Contractots representative. SET #8 ASTMC39-94 .. TOTAL CYLINDER LOAD DIAMETER' (tBS,) (IN.) 75000 6.00 98000 6.00 96000 6.00 94000 6.00 Cylinders picked ~p.by PSI X representative. Cylinders delivered to PSI laboratory, TECHNICIAN: CATHY PULVER CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone . 28 .. 27 3470 Cone 28.27 3400 Cone :28.27 3330 Cone 3000 X Test resulls comply with applicable sp·ecifii:ations. Test results do not comply with applicable specifications. co f0 Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H_. 0. K. , CITY OF CARLSBAD »~"-~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, .. PSI A-200-4 (4)F DAVID . YAN, R DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 05~-70202-18 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-ON-GRADE D @ 1. 5 DATE PLACED September 24, 1997 SUPPLIER -NELSON & SLOAN TIME 08:12 am DEIJVERY TICKET NO./TRUCK NO. 649691 SLUMP, IN. 4 J,/4 MIX NUMBER AND PROPORTIONS 522/ 3000 psi AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 69 WATER CONCRETE TEMPERATURE, °F 87 FINE AGGREGATE DATE RECEIVED IN LAB September 27, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULVER ADMIXTURE - MIX DATA SUBMITTED BY SUPPLIER COMPRESSION TEST RESULTS LABORATORY NUMBER 15362 15362 15362 15362 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 10/01/97 B 28 10/22/97 C 28 10/22/97 D 28 10/22/97 28 - ]l Cylinders made by PSI representative. Cylinders made by Ar9hitect's or Contractor's representative: SET #7 AStMC39-94 TOTAL .CYLINDER LOAD DIAMETER (LBS:) (IN.), 68000 6.00 104000 6.00 103000 6.bo 10.1060 6.00 .. Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2410 Cone 28.27 3680 Cone 28.27 3640 Cone 28.27 3570 Cone 3000 X Test results 9omply with applicable specifications. Test results do not comply with applicable specifications. TECHNICIAN: CATHY PULVER . CON F QR ~s~ctfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD 3~~r THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF, THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. Y~, RC DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD,· CA 92008 October 02, 1997 PROJECT: LEGOLANb THEME PARK CARLSBAb, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-17 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-QN-GRADE D. 2 @ 4. 5 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 24, 1997 07:08 am · 5 69 86 Septembe+ 27, 1997 PSI\CATHY PULVER. SUP,PLIER SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTU~E . . . COMPRESSION TEST RESULTS ASTM C39-94 NELSON & SLOAN 649647 522/ 3000 psi SPECIMEN TEST TOTAL I. CYLINDER CYl:INDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA . STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ,.IN.) (PSI) TYPE OF BREAK 15361 A 7 10/01/97 65000 6.00 28.27 2300 Cone 15361 B 28 10/22/97 105000 6.00 28.27 3710 Cone 15361 C 28 10/22/97 103000 6.00 28.27 3640 Cone 15361 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI -~-representativ\). Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto(s representative. SET #6 TECHNICIAN: CATHY PULVER cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CA,R~SBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO W. Y t,/OT· BE INDICATIVE OF THE ENTIRE ·coNCRETE PLACEMENT. REPORTS W. Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMIS_SION BY PROFESSIONAL SERVICE.INDUSTRIES, INC. PSI A-200-4 {4)F Respectfully submitted, Professional Service Industries, Inc. ~t,~ DISTRI~~AGE:cf' Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 :OUR REPORT NO.: 059-70202-16 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-'ON-GRADE E @ 1. 5 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % Septemb.er 24, 19.97 06:37 am 5 69 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 85 DATE RECEIVED IN LAB September· 27, 1997 FIELD DATA SUBMITTED BY PSI\CATHY PULVER MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DE;LIVERY TICKET NO.ffRUCK.NO. MIX NUMBER AND PROPORTIONS CEMENT WATE_R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:..Aeet.LCABLE ASTM STANDA!i~NI.E_&lL~~.Me:,.~ AIR CONTENT·_ C23J-9jb· TEMPERAif)RE· CJ0B4-86193) . . COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 649627 522/ 3000 psi SPECIMEN TEST TOTAL CYLINDER CYl:INDER COMPRESSIVE LABORATORY NUMBER 15360 15360 15360 15360 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 10/01/97 B 28 10/22/97 C 28 10/22/97 D 28 X Cylinders made by PSI repr!'sentative. Cylinders made by Architect's.or Contracto(s representative. SET #5 LOAD DIAMETER (LBS.) 68000 102000 104000 Cylinders picked up by PSI .K, representative. (IN.) 6. 0.0 6.00 6.00 Cylinders deliv~red to PSI laboratory. TECHNICIAN: CATHY PULVER AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2410 Cone 28.27 36iO Cone 28.27 3680 Cone 3000 X Test results comply wilh applicable si:recifications. Tesi results do not comply with applicable specifications. Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD »~~-~ THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID • YAN,~!# DIS TRI MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATT~E LEGOLAND ESTATES·. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 October 02, 1997 REVISION #1 O_UR REPORT NO.: 059-70202-15 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-ON-GRADE F. 5 @ 4 DATE PLACED September 24, 1997 SUPPLIER MELSON & SLOAN TIME 06:04 am SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 69 CONCRETE TEMPERATURE, °F 85 DATE RECEIVED IN LAB September FIELD DATA SUBMITTED BY PSI\CATHY MIX DATA SUBMITTED BY SUPPLIER SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT. WATER FINE AGGREGATE 27, 1997 COARSE AGGREGATE PULVER ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER CYLINDER COMPRESSIVE LOAD DIAMETER AREA STRENGTH 649621 522/ 3000 NUMBER OR SET NO. (DAYS) TEST (LBS.)' (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 15359 15359 15359 15359 SPECIFICATIONS REMARKS: A 7 10/0J,/97 B 28 10/22/97 C 28 10/22/97 D 28 10/22/97 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. 75000 99000 97000 9500.0 Cylinders picked up by PSI X representative. 6,00 6.00 6.00 6.00 _ Cylinders delivered to PSI laboratory. 28.27 2650 Cone 28.27 3500 Cone 2,8 .27 34,30 Cone 28.27 3360 Cone 3000 X Test results comply with applicable specifications: -Test results do not comply with applicable specifications. psi SET #4 TECHNICIAN:. CATHY PULVER co N f O ~spectt~submltted, CC: LEGOLAND (4), BERNARD BROTHERS, H.O:K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. • PSI A·200-4 (4)F Professional Service Industries, Inc. l:!~q~.~ DISTRI~~AG~:# Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF <;;ONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 1.30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 REVISION #1. DATE: October 02 ,. 1.997 OUR REPORT NO.: 059-70202-1.4 FIELD DATA: LOCATION OF PLACEMENT MAINTENANCE BUILDING SLAB-ON-GRADE F @ 2 DATE PLACED September 24, 1.997 SUPPLIER NELSON &. SLOAN TIME 01.:37 pm DELIVERY TICKETNO./TRUCK NO. 649940 SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 522/ 3000 psi AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 86 WATl;R CONCRETE TEMPERATURE, °F 91. FINE AGGREGATE DATE RECEIVED IN LAB September '2,7, 1.997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULVER ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER 110Il:AEfl.lCA8LE ASTM STANDARDS,l.!ML~.sJmlEBWl~OJi::E[l;.Q;_SJ.J.!MP: .G143-90a· AIR cpNTENT· C231-9.1Jl:.IEMPERATUR~· C1Q64-86(9, COMPRESSION TEST RESULTS ASTMC3lJc94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) ·(IN.) (SQ.IN.) (PSI) TYPE OF BREAK 1.5369 1.5369 1.5369 1.5369 SPECIFICATIONS REMARKS: A 7 1.0/01./97 B 28 1.0/22/97 C 28 1.0/22/97 D 28 X Cylinders made by PSl'representative. 80000 1.1.0000 1.09000 Cylinders picked up by PSI X representative. 6. 00. 6.00 6.00 28.27 2830 Cone 28.27 3890 Cone 28.27 3860 Cone 3000 X Test results comply with applicable specifications. Cylinders made by Architect's or Contractots representative. Cylinders delivered to PSI laboratory, test results do not comply with applicable specifications. SET #1.4 coN f O Resp~llysubmH!ed, TECHNICIAN: CATHY PULVER cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD .&:::;"ona/ Se~ic{re Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED' AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WiTHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, iNC. PSI A·200-4 (4)F DAVID J.. YAN, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJEC'f: LEGOLAND THEME PARK · CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-13 LOCATIONOFPLACEMENT MAINTENANCE BUILIDNG sLi}.B ... ON-GRADE A.5 @ 2 DATE PLACED September TIME 10:45 am SLUMP, IN. 5·1/2 AIR CONTENT, % AIR TEMPERATURE, °F 87 CONCRETE TEMPERATURE, °F 88 DATE RECEIVED IN LAB September FIELD DATA SUBMITTED BY PSI\CATHY MIX DATA SUBMITTED BY SUPPLIER. SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 24, 1997 SUPPLIER DELIVERY TICKET NO,/TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE 27, 1997 COARSE AGGREGATE PULVER .ADMIXTURE COMPRESSION TEST RESULTS ASTM C:39-94 TOTAL CYLINDER CYLINDER COMPRESSIVE LOAD· DIAMETER AREA STRENGTH (LBS.) (IN.) (SO.IN.) (PSI) NELSON & SLOAN 649797 522/ 3000 psi TYPE OF BREAK 15365 A 7 · 10/01/97. 70000 6.00 28.27 2480 Cone 15365 15365 15365 SPECIFICATIONS REMARKS: B 28 10/22/97 ~3-4000 C 28 10/22/97 96000 D 28 ·, X Cylinders made by PSI representative. Cy'iinders picked up by PSI X representative. · 6. oo 6.00 28.27 3330 Cone . 28 .27 3400 Cone 3000 X Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders aelivered to PSI laboratory. Test results do not comply with applicable specifications. SET #10 TECHNICIAN: CATHY PULVER Co~1FO \ ~ Respectfully submitted, s CC: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~~onal Se~ce{r/ndustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL.SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J AN, RC DIS TRI AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTL~ LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059--70202-12 LOCATION OF PLACEMENT MAINTENANCE BUIJ;,DING Sr.,A.13-ON-GRADE B @ 2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % Septemper 24, 1997 11:16 am 4 3/4 92 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 88 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 27, 1997 PSI\CATHY PULVER SUPPj:.IER SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBERAND PROPORTIONS CEMENT WATER FIN!;: AGGREGATE COARSE AGGREGATE ADMIXTURE OOIE:.AfflJCABLE ASIM STANPARPSJ.1~ QIHERWISE INDICATED· SLUMP~NIENT· C231-91b· wr.,eeRATuf!E· Cj06U6( COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 649854 522/ 3000 psi SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK - 15366 A 7 10/01/97 75000 6.00 28.27 2650 C0ne 15366 B 28 10/22/97 115000 6.00 28.27 4070 Cone 15366 C 28 10/22/97 110000 6.00 28.27 3890 Cone 15366 p - s·PECIFICATIONS 28 3000 REMAR.KS: _K Cylinders made by PSI representative. Cylinders picked up·by PSI X representative. X Test results comply with applicable specificalio_ns. - Cylinders made by Architect's _or Contracto(s representative. Cylinders delivered to PSI laboratory. SET #11 TECHNICIAN: CATHY PULVER cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE.OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-1 (4)F Respectfully submitted, ~~anal Se~icerlndustries, Inc. DAVID J AN, RC DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diegq, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLS.BAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK. CARLSBAD, CALIFORNIA REVI$ION #1 OUR REPORT NO.: 059-70202-11 LOCATION OF PLACEMENT MAINTE!)fANGE BUILDING SLAB-ON-GRADE c· @ 2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % September 24, 1~97 12:24 pm 4 1/2 AIR TEMPERATURE, °F 81 CONCRETE-TEMPERATURE, °F 90 DATE RECEIVED IN LAB September 27, 1997 FIELD DATA SUBMITTED BY PSI\CATHY PULVER MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVER)' TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ,ADMIXTURE . -. NELSON & SLOAN 649888 522/ 3000 psi COMPRESSION TEST RESULTS LABORATORY NUMBER 15367 15367 15367 15367 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 10/01/97 B 28 10/22/97 C 28 10/22/97 D 28 X Cylinders made by PSI representative. Cylinders made by Archilect's or Contracto(s representative. SET #12 ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) . (IN.) 75000 6.00 100000 6.00 96000 6.00 Cylinders picked up by PSI X r!)presentative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 26-50 Cone 28.27 3540 Cone 28.27 3400 Cone 3000 X Test results comply with applicable sp!)cifications. Tesi results do not comply with applicable specifications . TECHNICIAN: CATHY PULVER . co N FO ~~l~bmitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ;1:::;•I S~ce Industries, Inc. DAVID/~YANT THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSffilES, INC. PSI A-200-1 (4)F DISTR~~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATE~ INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: October 02, 1997 REVISION #1 OUR REPORT NO.: 059-70202-10 FIELD DATA: LOCATION OF PLACEMENT ADMINSTRATION )3UILDING LINE 3. 5 & G. 5 DATE PLACED September 24, 1997 SUPPLIER NELSON & SLOAN TIME 04:16 am DELIVERY TICKET NO.ffRUCK NO. 649605 SLUMP, IN. 3 3/4 MIX NU.MBER AND PROPORTIONS 522/ 3000 psi AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 66 WATER CONCRETE TEMPERATURE, °F 87 FINE AGGREGATE DATE RECEIVED IN LAB September 27, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\C~THY PULVER ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER mm;:· APPLICABLE ASTM STANDABQS.!JbiLESS OTHERWISE IN~Q:..S.LI/Me;_C.1!3-:iQa:AIR.CQNIENT· C231-91 b· TEMPERATURE· C1064-86( SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15356 A 7 15356 B 28 15356 C 28 15356 D ,, SPECIFICATIONS 28 COMPRESSION TEST RESULTS ·ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 10/01/97 79000 6.00 10/22/97 105000 6.00 10/22/97 104000 6.00 CYLINDER AREA (SO.IN.) 28.27 28.27 28.27 COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 2790 Cone 37iO Cone 3680 Cone 3000 REMARKS: _K, Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test resultnomply with applicable X specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. -Test results do not comply \\_ is cO~fU w, SET #1 TECHNICIAN: CATH'~( PULVER cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDIC_ATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE I_NDUSTRIES, INC. PSI A·200--I (4)F Respectfully submitted, Professional Service Industries, Inc. ~~~-r K.)~ -, DAVID YAN, RC DISTRI T MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 -l "'l:!!iJ Environmental . -.,.i,• Geotechn{cal •-~ Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES· INC 5600 AVENIDA ENCINAS SUITE 13.0 PROJECT, LEGOLAND _THEME PARK CARLSBAD, CALIFORNIA ~ARLSBAD, CA 92008 DATE: October 02, 1997 REVISION #1 OlJR REPORT Nb.: 059-70202-9 FIELD DATA: LOCATION OF PLACEMENT FOOTINGS @ NORTH SIDE OF ADMINSTRATION ~UILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % September 23, 1997 09:15 am 5 AIR TEMPERATURE, °F 7 9 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 24, 1997 PSI\DORRELL DUQUETTE SUPPLIER SUPPLIER DELIVERY TICKET NQ.ITRUCK NO. MIX NUMBERAND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE tlllIE:.AeeJ.™I.E ASTM STANDABQSJ.lliLESS.Qil:IEBl'l'lSEJNQICATED· SLUMP· C143-9Da· AIR CONTENT· C231-9Jb· TEMPERATURE· CJ0§,1-86(93 COMPRESSION TEST RESULTS ASTMC:39-94 NELSON & SLOAN 649415 593/ 3000 psi · TYPE II" SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15339 A 7 09/30/97 15339 B 28 10/21/97 15339 C 28 10/21/97 15339 D SPECIFICATIONS 28 REMARKS: X Cylinde;s made by PSI representative. Cylinders made by Architect's or Contracto(s representative. SET #2 LOAD DIAMETER (LBS.) 79000 98000 100000 ·Cylinders picked up by'PSI X representatiye. (IN.) 6.00 6.00 6.00 Cylinders delivered io PSI laboratory. TECHNICIAN: DORRELL DUQUETTE AREA STRENGTH • (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2790 Cone 28 .27 3470 Cone 28.27 3540 Cone 3000 Tesl results comply with applicable X. . specificalions. Test results do not comply with coN.FO MS Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD S-avu!~ (#-' '• THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF-THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200·4 (4)F DAVID • RY~, R DISTR MANAGE Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRl;TE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT.N0.:·059-70202-8 LOCATION OF PLACEMENT FOOTINGS @ ADMINSTRATION BUILDING SOUTH CENTER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 23, 1997 08:40 am 5 78 83 September 24, 1997 PSI\DORRELL DUQUETTE SUPPLIER SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE A<;3GREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS. ASTM c39,94 · .. SPECIMEN TEST TOTAL CYLINDER CYLINDER · COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER. AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST "(LBS.) (IN.) (SQ.IN.) (PSI) 15338 A 7 09/30/97 65000 6.00 28.27 2300 15338 B 28 10/21/97 92000 6.00 28.27 3250 15338 C 28 10/21/97 93000 6.00 28.27 3290 15338 D SPECIFICATIONS 28 3000 NELSON & SLOAN 649386 593/ 3000 psi TYPE II TYPE OF BREAK Cone Corre Cone REMARKS: ,K Cylinders made by PSI representative. Cylinders picked up by PS! X representative. Test-results comply with applicable -~-specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI labC>ratory. Test results do not comply with applicable specifications. SET #1 TECHNICIAN: DORRELL DUQUETrE cc: LEGOLAND ( 4) , BERNARD BROTHERS, H .. b. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ·s CO ~~f~ubmitted, §;:j!Jna/Se~icer DAVID J. AN, ;er{! DISTRIC AGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 , , .. ~-, Envlronmeptal Al/1'ail/J• Geotechn,cal •-., Construction Consulting • Engineering • Testing REPORT O.F CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA· 92008 September 30, 1997 LOCATION OF PLACEMENT FOOTINGS @ LINE 2 ·@ G DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPE~TURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 19, 1997 08:15 am 4 76 87 September 22,, 1997 PSI\DORRELL, DUQUETTE SUPPLIER PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-7 SUPPLIER DELIVERY TICKET NO.trRl.JCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 648734 593/ 3000 psi TYPE II l!I.QIE:.AEel.lCABLE ASTM STAND.ABt1s.uN!.ESJto.Il:IEBWJSEJl:IQLC.AIED~1..l/MP: CJ 4.3·90~1B CONTENT· C231 :91 b· TEMPEBATl/BE· CJ p64-B6(93) SPECIMEN TEST J LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15312 A 7 15312 B 28 15312 C 28 15312 D 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 09/26/97 72000 6.00 10/17/97 108000 6.00 10/17/97 104000 6.00 10/17/97 106000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI . X representative. Cylinders made by Architect's· or Contractor's representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DORRELL DUQUETrE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 2550 Cone 28.27 3820 Cone 28.27 3680 Cone 28.27 3750 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. coNFORMS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O:K., CITY OF CARLSBAD 3-:(2"(:ll:F-/nc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BYPROFESSIONAL s·ERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DIST~ ~;GEf E Information To Build On Professional Service lndostries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 23, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO,: 059-70202-142 LOCATION OF PLACEMENT TYPE Bl CQRB INLET LINE A-8 STATION 18+77. 54 TOP DATE PLACED TIME SLUMP, IN. AIR CONTENT, % December 19, 1997 02: 30 pm 3 1/2 AIR TEMPERATURE. "F 7 5 CONCRETE TEMPERATURE. °F 81 DATE RECEIVED IN LAB December 22, 1997 FIELD'DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER -PREMIXED CONCRETE DELl~ERY TICKET NO.fTRUCK NO. MIXNUMBERAND PROPORTIONS 3238511/ 3250 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE l'!IOIE:.Aeel.lCABLE AS_TM STANDARDS.UNLESS_OTHERV.VlSE\JM)JC.AJ:EQ:..$J..U~3~0.a:..618 CONjEt,II· C231_-91b'. TEMPEBA:LUBE· 01064-86(~ COMPRESSION TEST RESULTS ASTM C39-94 ·1 I' SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16035 16035 16035 16035 SPECIFICATIONS -i IA B C D 3 7 28 28 28 I DATE OF TEST I j 12/22/97 ! 12/26/97 · 01/16/98 01/16/98 ' ; I ' REMARKS: X G1•l111ders made by PSI representative. Cylinders made by Architect's or Contraclo1's representative. TOTAL CYLINDER L:OAD DIAMETER (LBS.) (IN;) 94000 6.00 Cylinders picked up by PSI X representative. 1 Cylinders deilve_red.to PSI laboratory. TECHNICIAN: DERE~ PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3330 Cone 3250 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND ( 4) , BERNARD BR,OTHERS, H. 0. K, , .CITY OF CARLSBAD &essiona/ Service lndt/1ries, Inc. _; ··~?tM"!· /~~ THESE TEST RESULTS APPi Y ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF ,THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F -~ 1 ~ /' DAVID J ·/J AN, RCE_£,/ DISTRIC'.tt-· MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: OUR REPORT NO.: 059-70202-141 December 23, 19-97 =============::::;::::===================== FIELD DATA: LOCATION OF PLACEMENT TYPE A4 CLEAN OUT LINE C STATION 29+14. 45 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F December 18, 1997 02:30 pm 4 67 CONCRETE TEMPERATURE, °F 7 4 DATE RECEIVED IN LAB December 19, 1997 FIELo'DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DEREK PETERSON SUPPLIER SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS 3238511/ 3250 psi CEMENT --- WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE; /\eeLLCl\B]..E ASTM Sl ANDARDS,UMLESS .OJ:tiERWl!>la.l~DlCAT.E:D:..SJ;U,Me:..Gl..4.~&0~0J,IIEfil:..C2:u:J11b;,,IEM{:EBAI.I.IB~ot9J COMPRESSION TEST RES UL TS ASTMC39-94 ' :;P!cCIMEN TEST LABORATORY ! IDENllFICATION· AGE : NUMBER OR SET NO. (DAYS) ' ··-----1 16034 I 16034 16034 16034 SPECIFICATIONS A B C' n ----: 3 7 28 I 28 28 .. DATE·OF TEST 12/21/97 i2/25/97 01/15/98 01/15/98 ------- REMARKS: X Cyh11de1s made by PSI representative. Cyhnders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 92000 6.00 Cylinders picked up by PSI ,K. representative. Cylinders delivered to PSI laboratory. TECHNIC'TAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SO:IN.) (PSI) TYPE OF BREAK . 28 .2-7 3250 Cone 3250 Tesl results comply with applicable ·specifications. Tesl results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BRQTHERS, H.O.K., CITY OF CARLSBAD S-aiJ,11. ~ THESE TEST RE:SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE: CONCRETE PLACEMENT. REPORTS MAY NOT BE Rf PRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFE:SSIONAL SERVICE INDUSTRIES,-tNC. PSI A-200·4 (4)F DAVID J /iAN I RCE'j DISTRidT--'MANAGER (/ Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Driv~. Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS. SUITE l30 CARLSBAD, CA 92008 December 23, l997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-l40 LOCATION OF PLACEMENT WATER MAIN KICKERS/THRUST BLOCKS S'I'.ATION 57+00 TO STATION 50+25 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE. °F December l7, l997 05:30 am 3 l/2 64 CONCRETE TEMPERATURE, "F 77 . DATE RECEIVED IN LAB December lB, l997 FIELD0 DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPP!,.IER DELIVERYTICKET NO.ITRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOil:;.Aeel.LCABLE ASTM STANDAROS,UNLESS OTHERWIS.E.JNDI.GAil';R;_S_I.U_ME;J;~Jl;.AIB__Q.QNil:tlI:.l,~8.~ COMPRESSION TEST RESULTS ASTMC39-94 ·1 . PREMIXED CONCRETE 3233so2; 2000 psi 6.12 SACK SPECIMEN TEST -TOTAL CYLINDER CYLINDER · COMPRESSIVE LABORATORY IDENTIFIC/ITION AGE DATE OF NUMBER OR Sl:TMO (D/IYS) TEST -· l6036 J.\. 3 l2/20/97 l6036 B 28 Ol/l4/98 l6036 C 28 Ol/l4/98 16036 n 28 Ol/l4/98 SPECIFICATIONS 28 , ---L REMARKS: X Cyhnders n1ade by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD PIAMETER (LBS.) (IN.) 96000 6.00 I i Cylinders picked up by PSI X representative. . Cylinde_rs deliverea to PSI laboratory, TECHNICIAN: DEREK PETERSON AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BR~AK 28.27 3400 Cone 2000 Test results comply with applicable specifications. . Test results do.not comply with applicable specifications. Respectfully submitted, ( Professional,$e,:yice Industries, Inc . cc: LEGOLAND (4), BERNARD l?ROTHERS, H.O.K., CITY OF CARLSBAD . :· ·;..,_· .. :~~·· ft ,~/. ( ,•' ,- ·>:::::,,: :r;L.· ::Er~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TE;STED AND MAY NOT BE INDICATIVE OF THE,ENTIRE·CONCRETE PLACEMENT. REPORTS MAY NOT BE Rl.1'1101''.ICED EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • $an Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 23, 1997 LOCATION OF PLACEMENT LIGHT POLE BASES #2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F December 12, 1997 01:00 pm 4 72 CONCRETE TEMPERATURE, "F 8 0 DATE RECEIVED IN LAB FIELD0DATA SUBMITTED BY MIX DATA SUBMITTED BY December 15, 1997 PSI\DEREK PETERSON SUPPLIER PROJ.EGT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059--70202-.139 SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER ANO PROPORTIONS 560-C-3250/ 3000 psi CEMENT WATER FINE AGGREGATE COARSE AGGRE~ATE ADMIXTURE N.OJE;.AWIJ:;ABLE ASTM :;·1 AND,' RDS.UNLESS OTHERWISE JNDIC,6,TED_;__Sl-U.Me:...GL~..c9/.l'l:.ALB..CP.1:lIEtiT:..Gi31:ll1~;.IEM~,:U.8E;J~1M.4&!i. _ COMPRESSION TEST RESULTS ASTMC39-94 ' I SPECIMl:N TEST LABORATORY 1 IDENTIFICATION AGE : TOTAL CYLINDER ; DATE OF LOAD DIAMETER NUMBER OR SET NO (DAYS) TEST {LBS.) {IN.) 15975 A 7 . 12/19/97 78000' 6.00 15975 B 28 · 01/09/98 15975 C 28 01/09/98 15975 n 1 I SPECIFICATIONS 28 REMARKS: X Cyl111dcis made by PSI representative. ·Cylinders picked up·by PSI. .K_ representative. - Cylinders made by Architect's or Contractor's representative. Cylinders delivered to rs·1 laboratory. TECHNICIAN: DEREK P~TERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.)_ (PSI) TYPE OF BREAK 28.27 2760 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. cc : LEGOLJ\.ND ( 4) , BERNARD BROTH~RS, H. 0. K. , CITY OF CARLSBAD Respectfully submitted, cr,.essional Service ln~ies, Inc. oU~~-//~~ THESE TEST RESULTS APPLY ONLY TO Tl IE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NO r BE R,.PRODLICED fcXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROcESStONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. AN, RCE/ DISTRIC -MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: I@ .. DAVID CATTLE 1,ECOLJ\ND ESTATES INC ',GUO J-\VENIDA ENCINAS ~UITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 9-2008 DATE: OUR REPORT NO.: 059-70202-138 December 23, 1.997 =====================:::;::::::;:::========== FIELD DATA: LOCATION OF PLACEMENT INNER CIRCLE CQLUMNS FQOTINGS (9 OUT OF 10) DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ''F CONCRETE TEMPERATURE. °F DATE RECEIVED IN LAB FIELD'DATA SUBMITTED BY MIX DATA SUBMITTED BY December 12, i997 02:00 pm 3 1/2 December 15, 1997 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER . DELIVERY TICKET NO.ITRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATE.R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.Il<:.he~LICABLE ASJM B rANDARDS UIJLESS OTHERWISEJNDICAJJ;.D.;J,_L!lMe;.clli,Jl.!JJ!_;_t,.Uli:.9~1.C23.hill>;.IEME.iaBAI.IJBE;_~(Q3 --- CbMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 667274 522/ 3000 psi , SPl·CllvlEN TEST /\GE (DAYS) TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY 111 lENl IFIC/\"I ION NUMBER OR f,f T NO 16021 /\ 16021 ' B 16021 16021 SPECIFICATIONS ,, '- n 7 28 28 DATE OF TEST -- 12/19/97 01/09/98 01/09/98 ---·- REMARKS: X Cyl,,,d~rs 11, .. ne by l'SI representative. Cy1u1J01s 11•.id!1 by Architect's or Co1 rn nclo1 '· ! t presentative. LOAD DIAMETER (LBS.) - 81000 Cylinders picked up by PSI -~-representative. (IN.) 6.00 Cylinders dehvered to PSI laboratory. TECHNICIAN: CARLOS HERNANDEZ AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2870 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ;;;;;:::/•~:c• ~mes, Inc. DAVID J 1 !. RCr THESE TEST RESULTS AP; ·1 Y O"1l Y TO l IIE SPECIFlC SAMPLES TESTED AND MAY NOT BE INDICATIVE"Of THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NO r DE Rr PHOC" • El' I.\<'! PT 11; r-uLL. WfTHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRIC~GER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E-• San DiE)gO, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT o·F CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 18, 1997 L~GoLAND· THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-127 LOCATION OF PLACEMENT FOOTING FOR LOADING DOCK SIDE WALLS @ MAINT,ANCE BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD.DATA SUBMITTED BY MIX DATA SUBMITTED BY December. 04 ,. 19~7 02:15 pm 3 69 67 December 05, 1997 PSI\CARLOS HERNANDEZ SUPPLIER Sl,JPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE· APPLICABLE ASTM STANDA80.S..lllil.ES.~E~.AIED~L~Jla;AUU:ONTENJ' C23M1 b· TEMPEBATI/BE: ~ . COMPRESSION TEST RESULTS ;'\STM C39-94 NELSON & SLOAN 666108 522/ 3000 psi SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) . TEST 16004 A 14 12/18/97 16004 B 28 0·1/01/98 16004 C 28 01/01/98 16004 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractors representative. LOAD DIAMETER (LBS.) 75000 Cylinders picked up by PSI X representative, (IN.) 6.00 Cylinders delivered to PSI laboratory. TECHNICIAN: CARLOS HERNANDE~ . AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 3000 Test resulls·comply with applicable specifications. Test results do not·comply wilh applicable specifications. Re$pectfully submitted, rofessional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROT~ERS, H.O.K., CIT¥ OF CARLSBAD DAV~&!, THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION.BY PROFESSIONAL SERVIC!= INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT MANAG Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION· Tl;:ST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 18, 1997 .PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-126 LOCATION OF PLACEMENT FOOTING @ FENCE WAL:)"., AT MAINTENANCE BUILDING YARD @ SOUTH SIDE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD.DATA SUBMITTED BY MIX DATA SUBMITTED BY December 04, 1997. 11:20 am 3 1/2 73 67 December 05, i997 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKETNO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION· TEST RES UL TS ASTMC39-94 NELSON & SLOAN 666008 522/ 3000 psi SPECIMEN TEST DATE OF TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 16003 A 14 12/18/97 16003 B 28 01/01/98 16003 C 28 01/01/98, 16003 D SPECIFICATIONS 28 REMARKS: X, Cylinders made by PSI representative,· Cylinders made by Architect's or Contracto(s representative. LOAD DIAMETER (LBS.) 93000 Cylinders picked up by PSI ~ representative. (IN.) 6.00 Cylinders delivered to PSt laboratory. TECHNICIAN: CARLQS HERNANDEZ AREA STRENGTH (SQ. IN,) (PSI) TYPE OF BREAK 28.27' 3290 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications, Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD (f;Jf 2dusmes, Inc. DAVID J. RYAN,Y DISTRICT MANAGER THESE TEST RESULTS APPL y ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION 'ay PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867. Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 17, 1997 PROJECT: LEGOLAND THEME PARK CARLSaAD, CALIFORNIA -OUR REPORT NO.: 059-70202-124 LOCATION OF PLACEMENT TYPE "B" CURB INLET LINE A 8 STATION 18+77. 54 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD. DATA SUBMITTED BY MIX DATA SUBMITTED BY December 11, 1997 03:30 pm 3 1/2 67 79 December 12, 1997 PSI\DEREK PETERSON SUPPLIER ,SUPPLIER DELIVERY TICKET NO.irRUCK NO. .MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGRl;GATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 3238511/ 3250 psi COMPRESSION TEST RES UL TS ASTMC39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15976 A 3 12/14/97 15976 B 7 12/18/97 15976 C 28 O:;L/08/913 15976 D 28 01/08/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 87000 6.00 I · Cylinders picked up by PSI X representali_ve. Cylinders delivered lo PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28 .. 27 3080 Cone 3250 Test results comply with applicable . specifications. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ifi/J;erdcel DAVID J. '&AN, CE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROF_ESSIONAL SERVICE INDUSTRIES, INC. DISTRICT MANAGER Information To Build On PSI A-200--4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive; Suite E • San Diego, CA 92121 •· Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSIO~ TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 17, 1997 LOCATION OF PLACEMENT THIRD LIGHT POLE BASE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 24 ,. 1997 02:15 pm 3 1/2 67 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 83 DATE ,RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 01, 1997 PSI\DEREK ·PETERSON SUPPLIER PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-123 SUPPLIER _ . NELSON & SLOAN DELIVERY TICKET NO.rtRUCK NO. MIX NUMBER AND PROPORTIONS 560-C-3250/ 3000 psi CEMENT WATER .FINE AGGREGATE COARSE AGGREGATE ADMIXTl)RE COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15953 A 7 12/01/97 15953 B 28 12/22/97 15953 C 28 -12/22/97 15953 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTM C39-94, TOTAL CYLINDER LOAD DIAMETER (lBS.) 64000 94000 106000 .FO Cylinders picked up by PSi X representative. (IN.) 6.00 6.00 6.00 ·Cylinders delivered to PSI laboratory. s TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SO. IN.) (PSI) TYPE OF BREAK 28.27 2260 Cone 28.27 3330 Cone· 28.27 3750 Cone 3-000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE-ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONA~ SERVICE INDUSTRIES, iNC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.~ 6867 Nancy Ridge Drive, Suit~·E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ' REPORT .OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 CARLSBAD, CA 92008 October 02, J.997 PRO.JECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA ·REVISION #J. OUR REPORT NO.: 059-70202--12 LOCATION OF PLACEMENT MAINTENANCE .BUILDING SLl\.]3-0N-GRADE B @ 2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % September 24, 1997 11:16 am 4 3/4 AIR TEMPERATURE, °F 92 CONCRETE TEMPERATURE, °F 8 8 DATERECEIVEDINLAB September 27, 1997 FIELDbATASUBMITTED BY PSI\CATHY PULVER · MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 649854 522/ 3000 psi NQIE:.AeP.UCABLE ASTM STANDABQS.UNLE~ OTHERWISE INQIQAIED.:JlJ...U.Me:..l<H3;2.ilJ!· AIR CONTENT· C231-91b·_TEMPE~RE· C106H6( COMPRESSION TEST RES UL TS ASTMC39-94 SPECIMEN TEST DATE OF TOTAL CYLINDER LABORATORY IDENTIFICATION AGE LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST · (LBS.) (IN.) J.5366 A 7 J.0/01/97 '75000 6.00 15366 B 28 J.0/22/97 115000 6.00 15366 C 28 10/22/97 110000 6.00 15366 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X repieseritative. Cylinders made by Architect's or Contracto(s representative.' Cylinders delivered to PSI laboratory. SET #11 TECHNICIAN: CATHY PULVER CYLINDER COMPRESSIVE . AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK ~8 .. 27 2650 Cone 28.27-4070 Cone 28.27 3890 Cone 3000· Test results comply with applicable 1f. specifications. Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, @I SeMce Industries, Inc. DAVID J. ! THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT MANAG Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive; Suite E ;; San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETI; COMPRESSIO.N TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES ~NC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 DATE: December 18, 1997 ====== FIELD DATA: PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-125 LOCATION OF PLACEMENT FOOTING @ WALL TRASH BUILDING DATE PLACED October 23, 1997 SUPPLIER NELSON & SLOAN TIME DELIVERY TICKET NO./TRUCK NO. 656045 SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS 593/ 3000 psi AIR CONTENT, % CEMENT TYPE II AIR TEMPERATURE, ° F 77 WATER 15 GALLONS CONCRETE TEMPERATURE, °F 80 FINE AGGREGATE DATE.RECEIVED IN LAB October 24, 1997 COAR.SE AGGREGATE FIELD DATA SUBMITTED BY PSI\DORRELL DUQUETTE ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER NQIE: l\eeJJCABLl:AS.cM.SJ:l\NDABD.S,U_NLES.S QT.HEBWISEJNDJC.i;ie.Q~SLl)MP.;..Ci43..:9~a:'.'.~A::· 18::::.C:':Q::::NI:;:E::::NI:::::·-c;::::2:::~MlR:::· :'.'.'.t;;.I:;.o::.E'.'.:':Me:::E'.:'.:BAiliB:'.:'.:".'.:E:::::.C::'.:'.W'.:'.:!i:l\~-'.f:LG.(~S.~=::;::=================== LABORATORY NUMBER 16002 16002 16002 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST ! 1 IDENTIFICATION AGE DATE OF TEST OR SET NO.. (DAYS) A B 56 56 I 12/18/97 ! 12/18/97 i 00/00/00 ' i TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 95000 6.00 109000 6.00 I CYLINDER COMPRESSIVE AREA STRENGTH . \SO.IN.) (PSI) TYPE OF BREAK 28.27 3'360 Cone . 28 .27 3860 Cone ....... --~---··· -' ·-·-·· ] __ ' ----'-------"'-----!------+---------, i 2 8 i QbJ-E~.,e--l:h,'i\rliH'l'i~ll=i-~--'--~3-0_0_0_--'----------" ~-Cylinders made by PSI represen\ative. X Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DORRELL DUQUETTE Test results comply with applicable spe9ific~tions. Test results do not comply with applicable specificatjons. Respectfully submitted, cc: LEGOLAND (4), BERNARD l?RO'.(.'HERS, H.Q.K., CITY OF CARLSBAD ~I Servic dustries, Inc. DAVID-:;/~ RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOU'P WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,'IN9. PSI A-200-( (4)F DISTRIV~AGER Information To Build On Professi<;mal Service Industries, Inc. • 6867 Nancy Ridge brive, Suit~ E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .... ....,... Page_1_of_l INSPECTION REPORT A/)1,1,~. ~L¾> .. CLIENT _________ _ DATE/QI lo /q7 Architect H O K-, &c 1±, Engineer l:<'.l:A:~,, t:J c¼:-"l::bNN . Contractor. ;tj;:RNA-KbS ~ · INSPECTION M~'L SAMPLING 3m _OSHPD _ Concrete Cylinders _OSA _·cement -·- _Specialty _ Mortar Samples --_ Mechanical _ Grout·Samples _ Electrical _. Masonry Prisms --- _Roofing _ Masonry Block, · -·- ~Concrete _ Fireproofing -- _Masonry _ Units (block or brick) _ Struct Steel _Asphalt Concrete _ Prestress Cone _Roofing -- _· _ Pile Driving _ Reinf. Steel -- _Fireproofing _Steel -- _waterproofing _H.S: Bolts -- _Non-Destructive _Tendon (PT Strands) -- _$oils Technician _._Other -- _ Batch Plant _ Other -·- _ Bolt Pull-Out _Other -·- PROJECT (Name) Lec;o !,..ANO · (Address) ( Lmo Tu, OiclSBAP Ca. REPORT NO. ();33-7D:)o,;), ..:-:27 Building Permit No. __ 9__._,·l-/ __ -_'Z.~·-11-'2..=--------- Plan File No,--'----------------- Govt. Contract No.----'---=-----------'-- OSA or OSHPD #--.----------"'--- Oth~r"'""· __ ,;__ __________ ___:, ____ _ ~TERIAL DESCRl;t;N hPECTION CHECKLIST an & Specs5/-tt '7 · nf.: Rebar ftstw, · '21~ V Clearan~es (!)f<. -_ Rinf., W.W.F. 'lO Rinf.: Tendons · _,_ Positi;,s 7 Cone.: Mix #/psi4Q(q /~;sa:e ~izes 4-*tz. _ Cone.: Mix #/psi _Laps <Zt _ Cone.: Mix #/psi _ ·Future Continuity #/psi _ Grout: Mix #/psi V Consolidation¼ efd1""10Y1 _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel -.-H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing ·_other _ Corrective action required __ 7 Corrections completed ?rt ~ N Xe:.1A/F(77((_cEf> Gr;,Jc,,e,-€n!. (t\/~~cr1477 ii . di 'a?l~ffO :ntf j(fe1:M£1.l'C 6f $M &\6 7?fiµ{(Jt.C1W-. )[Fel fig kJAU ffl/J!{rS t/mt:11 ~5 ;}~ flrr111(.S' 611 &r S.3o5 .ef '8; ~ id-!' t11. Loc4'. s ~I &//.~ A. '> a 70 1-, /2 0,2.. · _ -/hr. Emul> (s,..,.¼'$oZ... (@ Ul'./Es G CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise noted, substantially complies with approved plans, specifications and applicable sections· of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMEc~L J)[ll ~ --CERT. No.--L.:;IC!.£!.-IUJ=..:::...._Zt_:::.~:::..'lµg(J~~----- r"\ <Pfjle(..rty) . ~ INSPECTOR SIGNATURE~ ~ ~~DATE_/--1-~/4---'/....,.CtJ~/4._,+-,-lf ___________ _ PSl-8-900-170(2) . ~ / 09/04/1997 16:24 6194970429 l"U41'( I J. f:i & }.)Urn 1 .._, ,,_, • , Martin & D~ Inc.Structural Engineering 619-497-2118 (tele) Q429 (fax) FROM: Rhett M. Savoie, P .E. Project Engineer · . . . . . . Vf0A..1Co ~ 'it l_?J/2J'r-1 _ . Legol2.nd Carlsbad Service and Adrmmstration Ouster: ., ; / Structural Summary of Construction Administntion Site Meeting #1 (Aug.21.1997) _ · · 1. sht. S207. loading dock·@ Maintenance & Sto~ Bldg. a. side walls may be constroctcd with tilt-up panels in lieu of cast-in-place concrete, base of wall must still be doweled into footu:ig. 2. 3. 4. 5. 6. ?. 8. '10. {! 11. 12. 13. te- 15. & p2.nel joints should align with slab-on-grade control joints. b. footing s_teps per det. 9/S150 are 1:eq'd in this area (w~e not shown on plans). 2ft max vertical steps should start from the inside face of the cast-west dock~ footing (det.10/S501) such chat all steps occur within the 10'-6" side wall a. b. dimension on the fdtn plan. . southwest mezz-anine column centerline is located 18'-3" from gridlincs G & 3. Tilt-up panel joints wood 4x ledgers may be discontinuous at panel joints (strap ~ot req'd) chord bars should be equa-clistant from the outside panel face at all splices, including joints at panels with different thicknesses. . Tilt-up panel concrete. sttength shall be 3500 psi per the specs, (S100 says 4000) ref. dets 8,9,13,&14/$502: omit ref to extending 3-#4 bottom bars , bars should not extend beyond (outside of) panel. Also omit keynote 7 re£. to these bus on det. 9. · ref. det 5/S150: for monolith pour of slab, sawcut is acceptable, omit grease bus req1s by the specs. · ref sht 5227 roof framing pl~: ledger at grid ~nes 1 &. 3 is a 4 x 12, 4 x 6 at grid McG. . . ref archil protective concrete wrap at steel columns : use 4--#4 vert and 3# ties 1.t Z' o / c for minimum reinf., however, vertical rein£ does not neeq to be doweled into the slab or footing. Concrete should t~ate on top of cone. slab on grade. ref sht $202, Mark of MBA to revise -wall dimensions to block modules. ref detail 1 of sht S501, the footing thickness should be 15 inches, also, the leader Me from the slab to footing dowel is missing. . . ref. det. 9 /SSOl :· add a #5 cont bar at the top of the curb and at the thickened slab. The curb may be poured sepera.tely using a 5/8 inch diameter threaded-bar with epoxy to ·the thickened slab. _ ref det.2/S503: the info~mation on 1/S227 governs, the topping is 21/'l!' hardroclt for a total thickness of 5 1/2" (in lieu of 3 1/4 .. lt.wt. cone.). · ref det. 9/S504, the weld of the semi-circul;i.r steel plate to the embed plate should be flagged as a field wel~~ ref sht. S305: the following tilt-up panel lengtlis should be amended as follows: · panels 11 6, & 7: .24'-9", panels 15 & 22: 28'-9 1/4" panel 24: 29'-111/,2" l»Jlel 25: 23'~11 1/Z' ref sht. S307: the following tilt-up panel lengths should be 2mended as follows: panel 1: 28'-7", panel 9 & 16: 20'-.7", panels 101 121 13 & 15: 24'-7" Page_1_6f ...l.. INSPECTION REPORT CLIENT L¢:l.aa l-rt:N:0 DATE to· 1,.S-<2:\::Z Architect-------------'--,---'---- Engineer------------------------'-- Contractor. Be:tZ--NA:B,Dc,) :B~:rn iS")(t. ":> INSPECTION MAT'LSAMPLING QTY __ OSHPD _. __ Concrete Cylinders --· _OSA __ Cement -2!'.'.:Specialty . __ . Mortar Samples --__ Mechanical _. _ Grout Samples __ Electrical __ Masonry Prisms --· __ Roofing __ Masonry Block --· __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving _. _ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -·-- __ Non-Destructive _·_Tendon (PT Strands) __ soils Technician _._Other -- __ Batch Plant __ Other .. __ Bolt Pull-Out __ Other -- REMARKS A:T z·o o ,4::!kl Ox: j) Cr::::c:PI I L S PROJECT (Name) /,,(fr. P. LA NO (Address) CA 12,( ~ BA t> . c.1tL REPORT NO. Q$Cf -7:C-'2 02 -~7 Building Permit No, ... · ---------------------- Plan File No, _________________ _ Govt. Contract No.~------------- OSA or OSHPD #--'-:--'--~----------- Other_·-----,-_____,,--~------_..;.----- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar >< Plan & Specs __ . Rinf.: W:W.F. _. _ Clearances __ Rinf.: Tendons _Positions __ Cone.: Mix #/psi _Sizes " __ Cone.: Mix #/psi _!,.aps __ . Cone.: Mix #/psi Future Continuity #/psi ___ Grout: Mix #/psi _. _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _. Electrode Storage __ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other. _ Corrective action required_· _ _ Corrections completed _ws&m ;4(\,,,:) IC-Vi::97 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report-covers the locations of the work inspected _only and-does not constitute engineering opin- ion or project control. INSPECTOR NAME Vts:n e:l'-? °1>b--:,J;,"l't-:z5>:r::? (Print Clearly).· ~ INSPECTOR s1GNATURLV--=.A ~ ~ ~s , C~RT. NO, .... ----------~-------- DATE _ _.1~0~-~~~SJ_--~'='~-~7'------------------ PSl-8·900·170(2) ., ·· I Geotechn!cal - Environmental Construct,on Cohsulting • Engineering • Testing American Engineering Divi$ion Page z.. of.--3.:.. INSPECTION REPORT Project Name (per plans) _L_~_e:.~o~~k=· ~d=t\J...,"i:> ..... _. ----------'---~----------------,--------'----------- Inspection Date <-o_........_ '"t-, ,4, u1. I _, > . 10-Z. S -<i.., ..,...,.. ""~"'" ,.-~ J.. t:...,..., n ,..__; • ,r '°' ,-,j -I /v'U. l-,--,, ;.-re. .,,_' .,If ---,L..J ~-,-,,. .:, _....,_ £ . r:-, ... ..._ -,- ,., r. ~~ .... ~-· V ·-,,. .,,.,-,:-----«::-~ ..:... .t""'">..!L."'3._, .... .~ T"" I \ 6.J ·r. ,., 11 {·, .. ,....,....,, .,,.,;,·--·" -~ ? ..... 4L\ ~ t-..,. .,...,.. 11. • ...... ~ ....... ,..,,.1,-1_ -":'"\-\I-,:" "i> n.,,,. ~ ,;·-c., VLH"''"'-""'~""' ....,,.,..,,. \ c.,.-... -rt -·· "'. .,,_ .,__--, -.1 C• -,0.2..'"1'11·n .!l,u .-,. <. 't"'~-11.1.:>t<l,. ""-"' ';', IL,A l , ..... ·,."'1:_t>-.<oo C:a..o,._ ... ~ ...... , • ..,-,.J ~ ,-a.·+~' ,,.f".,(, :re c;"<"'Cl,-r,,-...,, * \1 ,._-;,:; i \ I '\"' ·,..;ic., \ p, ,, y\ .,, .... - - .. . . ... ·, .... ~ Inspector's Nam;vc'1t.-=, ~ V1rnn'l_c..o ~ ,) J\ _) .) )"-. \ . " .r . ....... . .::::) ., . -,-- PSI B-900-171 (1) - Environmental I Geotechn~caf . Construction PageJ....of-2_ Consulting • Engineering • Testing_ ,,, American Engineering Division INSPECTION REPORT Inspection Date <. l.="Y . ' ,;-n__ -.::a.,,u ,___,_-, C •. c-;--, -r-1,1 "-~ ,.,-... --1 ,, -A J -r"'\ ·' "l ,_ l;},., r ...... ,,_,._ ..... r,.v ... -•· <"r.""t\)1~ "'"'A•"'' < ru--1f;. r!..L -t 'CO. _ .... .._-i.,. -rt ~;"3 + QO ,1, ...-0 I' ·--~ -'""' -.:,, ..._ I ,, -9. ,, ......... ·---.... -. ""·--,-,-.,_, .i --· -i: w· ,_ ""\'.) 1,1 V", i,;c-r r-.:>t .A A ,:.. _,._,~.,.,_ ~ -,,,,,,-i::..r.,, .a ~o~ ... s <-1...<-? ...... 0"' -01..1 ~ 0 ,4 IV-0 "'·"" ---~ _,.._ -"""·l,o~ -ST"A~-,....A~;-. ~a. .A., '' t,.I l--, 1-J'O .~ .-; . - , .. -- •. I\ n .... -......... ~ J?_ J. .P -,./ I\. Inspector's Name ' ./~ in:-"? V,~,M'.2,<,,_~, I I '-< / I PSI B-900-171 (1) Page_1_of_ INSPECTION REPORT CLIENT l A1,,o L,t,vp DATE IO·V:t-91 Architect _______ __._ ______ _...;._ ......... _ Engineer _____________ '--'------ Contractor. ::S. c.-rz.lU tt&:t;.$ ~~" §):½ INSPECTION MAT'L SAMPLING OTY __ OSHPD X Concrete Cylinders ...!L _OSA __ Qement -->-. Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block Kconcrete --. Fireproofing --· __ Masonry __ Units {block or bri9k) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ .Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ . H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -·--· __ Batch Plant __ . Other -- __ Bolt Pull-Out __ Other REMARKS o,v AT IJt.(OrZ-tH"t IV(...~ PROJECT (Name) Z;..Gbo Lv-:t> (Address). Ct:us'i">AQ c.A . REPORT NO. ps:c, -101,c't -~/.Q Building permit No.------~---~....,..----- Plan File NO,--------,----,.--------- Govt. Contra¢t No.--,,-------'--------- 0$A or OSHPD #-'-----------,-a.........;. _____ _ Other----'---:'----'---'------'------,---- MATERIAL DESCRIPTION INSPECTION CHECK.LIST ~ Rinf.: Rebar "'-;,<' Pian & Sp1;1cs _. _ Rinf.: W.W.F. _ Clearances __ . Rinf.: Tendons _ Positions ~ Cone.: Mix #/psi 3Z}?t;e2 ·:nso _Sizes ___ Cone.: Mix #/psi . _Laps __ Cone.: Mix #/psi _ Future Continuity. #/psi __ Grout: Mix #/psi _ Consolidation __ 'Mortar: Type/psi -. Mortar Batching __ . Units: Block .. _ Electrode Storage -. __ _ Units: Brick _ Torque Applied __ Steel __ H.S.Bolts - _. -. Metal Decking . __ Electrodes __ Fireproofing -. _Other _ Corrective action required __ · _ Corrections completed , !> 1,..; IAtM c e:2'4N4-J: c.,;,, rH n-H£ ~a.o:ZZ-u-r P.'-dtV_S· e'lNi':> sPEIT-JPfc,tnoNs. --~p,:t,.. A;,Y,b C!.G1v ,-, N '-" t4-D a ,u CERTIFICATION OF COMPLIANCE: To·the best of our Rnowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does.not constitute engineering opin- ion or project control. CERT. NO.--'----------------- DATE. t c ... -z.'i-<\-"7 PSl-8-900-170(2) . -Environmental f Geotechn!caf . Construction ·consulting • Engineering • Testing Page_z._of~ American Engineering Division INSPEC.TION REPORT. Project Name (per plans)~L_ro~?-G~---=L=A...,__,_,N .... ~ .... -._ _ ___,. _ ___,. ______ .,...... _______________ _ Inspection Date PSI B-900-171 (1) , iJ ., f:.::=t:: ~ • Construction Page-2...of~ Cohsultlng • Engineering • Testing American Engineering Division INSP.ECTION REPORT Project Name (per plans)_L_6"t;~_ -P--kA~N=---:o..__ ____ ~--------------------------- Inspection Date "5e:1..'1~ ""'.,., ...... \0•1-\ -C\, ..,..'-,, r,• ., ~ ~\AC.'T-1 o.,u r. '•,_..,~'IA b~ I~ L.-IA VIA-rt C'\ ~ I -~\"L C::.11""1..)\.:HL MA\l'v "'-.._..,..,,._ ~ ~Q-1..i'i', ·-.·o c:.-r.>4--:!A <·~+oo . "•J"b -p,~,.,A•C~ P . ." -=:>vc. A£ L.01!. b\ ~ t~ ·r,., ~-~ ,,..___/Li'\_~ ":"\I\"'-. ~, ... 'l,.. ~ ,r"\ S-t:: :,.,('_ C'.A.t.."'-=-·~"-'(',.)o,.V,.\\..)\ ~ ,..,..'C"""l.,.,...r, ;:-;,..-,,-:; - .II LJ~ nr -•2-t-,,,~l~ -•-r-:\,\ l~ ~ .-'L'"l"!l'."i.:-t..T T>,___iA .--..i<:... tA,ub c;,.r.;:,,;:-, \ ~,c .4 r-,,-,,\..C e...::::-1 •.-.--..~I -l"'l7.,.t,0 ' . .. ·- . .. .. . . . Inspector's Name I / rr~ ~ l ~~b~< ~~-"--:>1-..> ,A' -1 .. J l!f -' PSI B-900·171 (1) Project Name (per plans) _,.,l-'""e:::ta~..:,o;...._~t-..da...<-:tY..,_.:r,""'"" _______ "'"""----'---"---------'-------------- Inspection Date ;::;-, .-.... -.... < A': " -.,._. """"--t A. .i I C.. .iS ....-1 r, .,,J, ,o-?."1-'17 /YJ...,a.11 __ ,..._) fV7,:n4;,,,.., ... , ... ;:,., .A,,-J,-.A r r, A ,r <fl . ,m.J'"" .,.,,,,x·.-J/:=z.07 2. ,'.2. <-·" ""'I )C. ~;.,"7 <.c,1J 4i ( ~A -J _,.,,;;,:-r--o,,,.. .t!.c,v~.,, ,.,.... ~C.."4~,rn,, ,~n,t.,7" L..,1 ..... ,_......_ c;r,4 r i l'JN -:J:/:::-39+00 .,_.,..., "<,.-r14",7t")~:..:tt: 3"J +75 4// ,,, ,,.,_,...., (.;.. ·.--o ..,_...,_,.,... 'l>Q.. • .., :-T" ... -,_ . .,.. . ~ .,:i .. ~ .4,v'!:',, -:-?~,",:., c:.ArtoNS <~""f'1o;v S -lb/.10 .a..u·~ • 11../°"z, '2 /1..n,v-r,2..A.>-L ,,. ....... --.,,._,,.., , ......... ,p,r"£. A ,,....,.,. ; ,-, • J ·~ -...... l>•..4.e ,.~c.~- r,t,a. 1>' 0 r-::-... ~I \1 IA b I O<a-\ C:,. i...,..,., .A.-r-:70,,..; c:; • . . . . . . .. ·. . . ·"' -I . """-. ~ I\ . v J I \ ., I "' Inspector's Name'--;"°").~ --""? :-:;, ••• ,~-.. c..~~' ·~ +" 1'"" J ' I I PSI B-900-171 (1) --· i ' ·1 Environmental ... ~• Geo-technical .. w.111. . •--"Construction Pagel of 2 Consulting • Engineering • Testing INSPl:CTION REPORT CLIENT U!~C LAJ\.Ji::> DATE 10-:::z..:?,-'?17 Architect:------'-----'---------'--'--- Engineer __________ ---'-------,------ Contractor. "&nz.,vrtiz ;:,.s ?, 12 a1:::t:1 bJ'.2..:5> INSPECTION MAT'L SAMPl,.ING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -·- ..!:':_Specialty __ Mortar Samples --__ Mechanical __ Grout Samples __ Electrical ___ Masonry Prisms __ Roofing __ .Masonry Block __ Concrete · ___ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing .. __ Pile Driving _._ Reinf. Steel --__ Fireproofing ___ Steel -- __ Waterproofing __ HS.Bolt!; ' . . __ Non-Dei;tructive . __ Tendon (Pt Strands) -- __ Soils Technician · __ Other --·- __ Batch Plant _._Other -- __ Bolt Pull-Out __ Other REMARKS ON "'> 1 Tl.a: /4:C: 7·aoe1-n PROJECT (Name) Lcfl,,o Lt4ND .. (Address) <1AI.C.~ o:Jµ c:lt,. Rl=PORT NO. C~9 · 7 0'2 O] -d,,';5 Building Permit No.---------'------------ Plan File No._------'-------------- Govt. Contract No.----------------,..-- CSA or OSHPD #----,------......,,...-....,....... ___ _ Other------------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ><-Plan & Specs __ Rinf.: W.W:F. _ Clearances __ Rinf.: T~ndons _ Positions· _____ Cone.: Mix #/psr ___ Sizes __ Cone.: Mix #/psi . _L:aps __ Cone:: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi .. _ Consolidation ___ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick ___ Torque Applied . __ Steel . .-·-H.S. Bolts __ Metal Decking . __ Electrodes __ Fireproofing . ___ Other _ Corrective action required __ . -_ Corrections completed PTI L!TI 92· To· ',, <;i]IL\ C.'1 :n-1 ,::-'PLA c. am c.rr,..,r Y'Y' QV2 tit Y l•'.77:9 ! L S-· -12 td 1:-t? fp-.J. _3-"1,7 CERTIFICATION OF COMPLIANCE: To the.best Qf oi.Jr knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report ·covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMEY@ c:n'==? ?eTh:R Q-2•"' CERT. NO·-----"-------------'-'---- (Print Clearly) l\. INSPECTOR SIGNATUR;-:;?,,, j 2 2~ DATE--LI0::::--;'~2~"!?.;;z..-_~~17..,_ ______ ..,....,.. __ -'-__ _ PSl-8-900-170(2) ... ~• Geotechnical' . C 7 Enwrolmenfal K.:;J/1• Construction Page3:...ofl Consulting • Engineering • Testing American Engineering Division INSPECTION REPORT Project Name (per plans) LG7p o L 1/4 ,yn. Inspection Date Inspector's NameJ:'.it.llzi:E:2:=----..t::-..\!'.'.'i::n:z~;&i:!:::L_~.,,..,,,~---1~-=-~:.::C=z!.-----.:~ PSI 8-900-171 (1) ·1i· 7~ IJSf Geote_chn~cal •-Construction Page~of ~ Consulting • Engineering • Testing American Engineering Division INSPECTION REPORi Project Name (per plans)___..L""'et ...... a ... a"'--L"",q=-<,.....=---J:> ... -___________ --'--_______________________ -__ _ Inspection Date /0-2 • .'~-<r s. r1'7 '(' I< f\.;-O Cu Inspector's Name-+-~~~~1--------_,_..,.._u.,,:c.:,,:.,L;=;__-l"'-"'""""-:::I:==\¥~==-~ PSI B-900-171 (1) 'r10N Page_1_of..!i.. INSPECTION_ REPORT DATE I sa-1.:t..-G 7 Architect ______ .....,.._---'------------ Engineer ________________ -'---'--- INSPECTION MA T'L, SAMPLING QTY __ OSHPD ~ Concrete Cylinders . ~ _OSA __ Cement -- >" Specialty __ Mortar Samples ----- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- Xconcrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel _._Asphalt Concrete --__ Prestress Cone -__ Roofing -- __ Pile Driving __ Reinf. Steel --- __ Fireproofing __ Steel ----__ Waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (f>T Strands) -- __ Soils Technician __ Other -- __ Batch Plant _-_Other -- __ Bolt Pull-Out ___ Other -- REMARKS )(VJ l"s I fY L \ Nl'i PROJECT (Name) Le-t,o -L..Atvi> (Address) CA12.k§ nA D REPORT NO. <?:>S9-_z~~oc:, -~ f Bujlding Permit No.-----------'------ Plan File No. __ --------~--------- Govt. Contract No.--:----------------- OSA or OSHPD #---'-'-------------- Other ________ ----------~----- MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar ~ Plan & Specs ___ Rinf.: W.W.F. __ Clearances ___ Rinf.: Tendons _ Positions x_ Cone.: Mix #/psi 20::Z -_2:700 _Sizes ___ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi _ __ Mortar Batching __ Units: Block _ Electrode Storage __ . Units: Brick ___ Torque Applied __ Steel ___ H.S. Bolts __ Metal Decking - __ Electrodes ___ Fireproofing - ___ Other _ Corrective action-required ____ -_ Corrections completed Y5::S:-T s ,re:: t1r ~20 e•Y', CERTIFICATION OF COMPLIANCE: To the best of our knowledge,.all of the reported work, unless otherwise noted, subst;mtially-complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of-the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME :J2 r'J'.2.67 k X Xt;M"i;,--,.<.,<,o ,.J -_- -<-M h INSPECTOR SIGNATUR-rR, EJc 2, CERT. NO·--'--'---------------'--- DATE-~1~0~-~l-"'L-==--~G_)'------.....;....--------- PSl-8-900-170(2) Project Name (per plans)---=l..=e-(;,___,,o.e...-....,..""'k=A .... N,,.,· ..,.1>~---------'----,-----,--'------'-'-,,----------- Inspection Date , 0 ML.\ r,.JC.ATIO Inspector's Name~~J.¾:.=(:::=t~;;;;t:~;:;:-....:--_\lJ;TJr1J2:k:.,._...E~~!J:O;k!::t.l~- Ps1 B-900-171 (1) c, Project Name (per plans)-L~tno~-o___,,..~Lrl~· ..... ,v __ ~_--'---___,-'---,--~----------,...,...-----------~----------'-'---------- Inspection Date Inspector's Name...,k~::t:ill:......J~K.£-;za:.tz.!<:Q..c.l~_).::.:::_.A::::t:::=~~z:::~.....,....- Ps1 8·900·171 (1) l .•,:i,::=ra_ca/ Construction Page i..! of ~1 Consulting • Engineering • Testing American Engineering Division INSPECTION RE:PORT Project Name (per plans) _L=· .,,.is_,,.e,,=o"---'l.""'. ""11'-"'tVJ>::Jo<-_ ------,----~'---'-----------,--------'---------- Inspection Date SG.W 1,--n. .AA"A. ,v. . l,-_,.., -Ci-, ,-('. ,,,,..,..._-"'--""' "v\.C:.. "i"1 On.' . f'l .o ,-.., f-I N lA i.;c:;. ;_: x.t... .. '\ V ,L1 .-, 0 .-u· ti i'-' t> 'I> .._,4 c:.on,, ,.-... ~T" o,;-.. <,. L'>~ '> (.~ ,...,_""' ,~ L\T AJJ.-:il:/5-m M;JJI~-_,.-,. -::i!.-<a.~·,.~_.., 1 .,.,-, c::;'i-l!1 ~ L ,~-, n ~,,, .. fl -· -~ .A •. ,_.,., .-t. .:,,..._ A .:.. l,,-,..".) \,:'. ;, ':>-.J( s '"-""\A>l,,'Vl;... -;:,;.>G l"\.::i,,n-v !E" A L..) ,, V'IAr<(Vl>'\AlAV"'-. .-:, '\ ~l'.'i' v'-..,.>.~,-) ,~(..;,. .. ?,v>G ""~.:,. !",, A C:......u""\D A-L , ,..., .Z:. C> , "'--' l-.-r, \I-\,-:-i:-..... 0-rc i:::.-\°>._A,,., S ,,.-,... \'.:> "'~ v' 1.c>°'t'. ., (:, r. A 'Tl,.., .... <.. _"::,,L:::.-~-.,o.-.> -ol..., .,_ .-, .. . , ., Inspector's Nam;V_o"YZ. Q,c:-.,,'\'b-VZ:..~::, 1'-' "u A {?-' --:> I\ . '"? ~ ., / I' --\ ' I ...,. PSI B-900-171 (1) •~ '\r --·•' , C ~ .,, Environmental Page_1_of ,-3. . flSI Geqtechr,~cal . Construction Consulting • Engineering • Testing . INSPECTION RE.POAT CLI ENT-L-£ ___ <,___,o __ L-tl~rv-:O..__,'------- DATE_-;_q_-~z.._.1,_f.._c~;7~· ---,--- Architect _______ '---------------- Engineer _____________ --'--"--'---- INSPECTION MAT!LSAMPLING QTY _OSHPD __ Concrete Cylinders --·- _OSA __ .Cement .. __ Specialty . __ Mortar Samples -·-- __ Mechanical __ Grout Samples __ Electrical __ . Ma$onry Prisms --__ Roofing __ Masonry Block ·--__ Concrete . __ Fireproofing --__ Masonry __ Units (block or brick} __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing _._steel --·- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands} --·- __ Soils Technician _._Other __ Batch Plant __ Other --· __ Bolt Pull-Out __ Other --. REMARKS PROJECT (Name) L-C5t::i o LA f\J t;, (Address) ~JC\R..L"??::,A 'u ~.q, REPORT NO. C69 ~-, Pl P'.'2---d.3 Building Permit No. ___ --'-~------~------ Plan File No.~------~-------------- Govt. Contract No.----'--,-------'----------- OSA or OSHPD #-~------~----- Other ________ ...,,_-,-------------- MATERIAL DESCRIPTION ,INSPECTION. CHECKLIST __ Rinf.: Rebar : 'X Plan & Specs _._ Rinf.: W;W,F. X.. Clearances _. _ Rinf.: Tendons _ Positions _·_ Cone.: Mix #/psi _Sizes _. _ Coric.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix-#/psi _ Consolidation __ Mqrtar: Type/psi -. Mortar Batching . __ Units: Block __ Electrode Storage __ Units: Brick _ Torque Applied __ Steel- __ H.S. Bolts . __ Metal Decking . __ Electrodes __ Fireproofing .-· _Other . _. _ Corrective action required __ ·-. _ Corrections compieted tpy\_ 'N\ C)\/2,, I;., . \ N &Q'2-W'\ IA.-T'lC 1'.J y L),,")4':z rs ll?-io'i:: 'bv'l--'t"O C,cl\..,t I jUU AT 1 0 ,V ':2 . 32ft T"'Hi) IC • ?.1- CERTIFICATION OF COMPLIANCE: To the . .be$t of our knowledge, all of.the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections-of the building codes. This report covers the locatJons of the·work in$pected oniy and does not constitute engineering opin- ion or project control. · INSPECTOR NAME= :J2,:?cw::D<.-. ~ Y~ '.?k'-? INSPECTORSIGNATU;-}2. j ~""? ?~s:::::, PSI-B-900-170(2) CERT. NO·---~------~------- /)z . bAtE_~to_-~?~l-~.~--~~-:1~. '--------..,,.._,-.,..-- Project Name (per plans) l F"(;>o LA 1v:2 . C,u,,,lh:i'>rH> Inspection Date Inspector's Name._!,..a.~D!::.._!~~E~~L-_J~~-4-4:_~~d=-==""'C~ PSI B-900-171 (1) Pageiot~ INSPECTION REPORT Project Name (per plans)_ ... k:::i;l:D.i<..J,,;:?;.u.O"'"'·~L::.<CA~1U~1>..__---".-==c_~¥\:.!..~=·:;:!,~~~-~t>~---------"-----'-------,--------------- Inspection Date E t..., Inspector's Name-j,,.£.....:1=.a..L!=--'------i:..-Sl..J.~=~L---4__,,,...~,,,t...J~-I-'--....:.+~....,., PSI B-900-171 (1) Page_1_of_ INSPECTION REPORT CU ENT UZ <.:r 0 DATE 10 -'Z.-o -'-):Z Architect _________________ -____ _ Engineer _____________ "'-,-------- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --_OSA __ Cement --..k.. Specialty ___ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing ___ Masonry Block __ Concrete --. Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel _. _ Asphalt CQncrete --__ Prestress Cone _._Roofing --__ Pile Driving __ Reinf. Steel --· __ Fireproofing _. _Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other -- __ Batch Plant __ Ott,er -- __ Bolt Pull-Out __ Other REMARKS s ,:ri; PROJECT (Name) . Le l,:, O L. -A N "t:> (Address) C.,tit.<..47:0Al> CA1...,s;o "-''·PA REPORT NO. 06 q -70:;;;)(}y -jQ Building Permit No. _________________ _ Plan File NO,--------"""'-"---'"---,--------------- Govt. Contract No.-------'--------------- OSA or OSHPD #---'----------'-''--------- · Other--------------------- MATERIAL DESCRIPTION INSPECTION QHECKL,IST __ Rinf.: Rebar ~ Plan & Specs __ Rinf.: W.W.F. _. _ Clearances __ Rint Tendons ___ Positions __ .. _ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi . _Laps ___ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidatio __ Mortar: Type1psi ___ Mortar. Batching _. _ Units: Block _. Electrode Storage __ Units: Brick _ Torque Applied __ . Steel __ -. H.S. Bolts __ Metal-becking . __ Electrodes ___ Fireproofjng _ -_Other _ Corrective actio.n required __ .. _ Corrections completed . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Wdrk, uriless otherwise noted; subst,mtially complies with approved pll;!nS, specifications and applicable sections of the building codes. This report covers the lo9ations,of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ::Ve:x k'v4 -'7 ·x t:f71::,:fU2:?'t-..J · · (Print Clearly) \ . INSPECTORSIGNATU~ l:? VA:=:> CERT. NO. _____ ....,.... ________ _ DATE . to ·1-0 ~-t'f 7 PSI-B-900-170(2) Page_1_of _l INSPECTION REPORT CLIENT LeGolArJP DATE /0/~3 /t:t7 Architect //2 J k E.. Engineer ?7J &1?..11A,) 4 :i);nn Contractor J;,i&J.tiR.Ds ~s.. INSPECTION MAT'LSAMPLING _OSHPD . _Lconcrete Cylinders __ OSA __ Cement __ Specialty ___ Mortar Samples __ Mechanical __ Grout Samples _ Electrical __ -Masonry. Prisms ~ofing __ Masonry Block Concrete ___ Fireproofing _Masonry ___ Units (block otbrick) __ Struct Steel __ Asphalt ·concrete _ Prestress Cone ___ Roofing __ Pile Driving . __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing ,_._H.S. Bolts _ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other ' ffi -- -- --· --·-· -- -- --· --· -- -·--- ---·-- • PROJECT (Name) lasb LA..i"t:> Gi:i!?&IA,E~ SHED (Address) I lf<::>Q 'Dn-. G~Mv Ce REPORT NO. 6St::t -70 z.o:z .... -d./ .. Building Permit No. -q7-'91;28_ ~r · Plan File No·--'-----------'-----'---- Govt. Contract No.--,----,---------------- OSA or OSHPD #------------'-- Other-----------'-,----=------- . MATERIAL DESCRIPTION . . ~SPECTION CHECKLIST __ Rinf.: Rebar . _ Plan & Specs 5 20 0 _ Rinf.: w:w:F. v"' Clearances 0)( · ""7Rinf.: Tendons . . _ Positions _ Cone.: Mix #/psi. 593 , 3, ~ _Sizes _ Cone.: Mix #/psi LLaps O!S: _ Cone.: Mix #/psi 7'Future Continuity #/psi _ Grout: Mix #/psi Consolidation Yl!2'.~ATO-e.. _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel .. ___ H.S. BoJts _ Metal Decking __ _ Electrodes __ -_ Fireproofing _. _Other --.. _ Corrective action required __ . __ Corrections completed "f(7e,1,JFactE1J Cb-nc~r; ,€,. I A.1sp,,;. e-i7"7? " CERTIFICATION OF COMPLIAN.CE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections .of t)1e building codes. This report covers the locations of the work inspected-only and does not constitute engineering opin- ion or p(oject control. INSPECTOR NAME ag,.lle-U Tut 2Fttlf--· CERT. NO. IC Puo 0'2 'i fil) 0:"00~Q INSPECTOR SIGNATURE-l~=/S.~::==-~_~ ..... ,-~JJ.1.;::~~~~~-~-==..,_~~~ DATE (O(:l.:]> r,~ PSI-B-900-170(2) V Page_j___of_ INSPECTION REPORT ( Ti"{ASij) .PROJECT (Name) l.EGoL,ei.m R1:R,g; 13+:s:, CLIENT ~ LAnD DATE \b/1--o./47 Architect._~f-i_·6~T_-1<: __ ~::,....a...:o .... D'"""10 ...... ----"L'"""--'-------'------ Engineer OJ'di2-1,r-J cf ~ 7 Nu Contractor. fiR.t:JAR.Ds ft.g;;. INSPECTION MA~AMPLING ID _QSHPD _.\!'. Concrete Cylinders I _QSA __ Cement -- _Specialty ._ Mortar Samples -- _Mechanical -. _ Grout Samples _._, _ Electrical __ Masonry Prisms -- ~oofing _Masonry Bloc.k -- _Concrete _. Fireproofing -- _Masonry _._ Uriits (block or brick) --· _ Struct Steel _Asphalt Concrete -·- _ Prestress Cone , _Roofing -- _ Pile Driving _ Reinf. Steel -- _ Fireproofing _._. Steel -- _Waterproofing ___ H.S. Bolts -- _ Non-Destructive -. Tendon (PT Strands) -·- _Soils Technician _.Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _._Oth'8r -- (Address) \ L1cGo ::::?~ C-A-&i sBA l:> C ~ REPORT No. o:s.:,. rzo 2..0 '--SL A Building Permit No. Cf'7-:-~12.B 1 Plan File No, ______________ -,--,------ Govt. Contract No.--'---,-------'-------- OSA Of OSHPD #...,.·.--------'----------- Other _ __.... __ .,__'------------------ ~ATERIAL DESCRIPTION .. ~SP.ECTION CHECKLIST _ Rinf.: Rebar ·/J~t:t.t1 ~!'2.l 5 _ Plan & Specs SZo Z _ Rinf.: W.W.F. _ .. _ Clearances 7.zioP-TO~ 0,f:J.JT' ~inf.: Tendons _. Positions _ Cone.: Mix #/psrEB3; ~~ ~zes .· _ Cone.: Mix #/psi Laps 015;: _ Cone.: Mix #/psi ~ure Continu~ #/psi _ Grout: Mix #/psi _ Consolidation -5?~~ _ Mortar: 'Type/psi __ Mortar Batching _ Units: Block _ Electrode Storage -. _ Units: Brick _ Torque Applied _. __ Steel _. _ H.S. Bolts _ Metal Decking -.-· Electrodes . _. _ Fireproofing _Other. _ Corrective action required __ _ ·Corrections ·completed . REMARKS • r(;, le IA/ Fffl<C 1tJGi · S77E/E:.(... 1N.specnir,; ~ -Omc~ne 1/\lsp11:ernn--,' \/e/!J r11e-o Tfii; l~TA!J..rn_OV}_b. F A"-w. AU?\5 ~e,M~c,t¾ S1sf1 •.. :foR.1'=oo:nt--\Gt:S 'PH .. lliAtLS4-1'-b'l'ffiCN sz.oz IN ,~:e. foµ.oy.),i-.lG loa\r1ons : ]wtJD,t-Jb L1t-lifS 0"11:) 'Z. 4 A-tel> , 1 /JIH.(.. I 3,MOt$\ ' "41)(-=l: 518 e too1i1'!c&is P&>v-E. cl~TE'D Lc::l'TT"l&.l 'S : Q Se, oF CERTIFICATION OF COMPLIANCE: To the.best of our knowledge, all of·the r~ported work,.unless otherwise noted, ~ubstantially complies with.apprqved plans, specifications and applicable sections of the-b_uilding codes. This report covers the locations cif'the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME I),µE(,L J),;(M}e ftE,. (Print Clearly) INSPECTOR SIGNATURE~ ~ PSl·B-900· 170(2) cERT. No. 1 c. cD '1 Z.J7 8'0 DATE -\0/2...3 117 Page_1_of j_ INSPECTION REPORT CLIENT ________ _ DATE JD /, .. :2-/q7 Architect.~H.......,,o""""K~_ ..... S-=---11='!)D~I.-O'-'-. _· _·/::-_-__ --,-__ _ Engineer _ __,_t']~A~g..T_,"""w=--,t_:q---""'-)-'--'rJ._l'-....,_):..-,.------- Contractor. R./<NAe.DS 13(2.o ~. INSPECTION MAT'LSAMPLiNG QTY __ QSHPD __ ·Concrete Cylinders _OSA __ Cement --__ specialty . __ Mortar Sample$ --· __ Mechanical __ Grout Samples -.-. __ Electrical __ Masonry Prisms -- 7coofing __ Masonry Block --· Concrete ____ Fireproofing -- _Maso_nry __ Units (block or brick) --_. _struct Steel ____ Asphalt Concrete --·- __ Prestress Cone __ Roofing --__ Pile Driving _. _ Reinf. Steel __ Fireproofing __ Steel --__ waterproofing __ . HS. Bolts -- __ Non-Destructive . __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- PROJECT (Nanie) U:c.,pLAND • ~EDNE.1<f;, $~1: (Addres~) ·\ LR:D Th.. c~>~ -c\.\ .-- REPORT NO. -_ O'Eff-(Jc, 20 2--dCJ Building Permit No. . 9 ff -:)J.;)..(;, Plan File N0,-----'------------ Go\it. Contract No.-'--' -------------- OSA or OSHPD #-._· .------------- Other ____ _,... ___ --,--~----------- MATERIAL bESCRIPTION J.SPECTION CHECKLIST -/ Rinf.: Rebar ~s_rr,,; A12l5:!a. Ian & Specs,5,4'7 5 2 D ~ ·_ Rinf.: W.W.F. _. _ ClearancesdfANt.<k ~ ilr.roR to ;Bi R _ Rinf.: Tendons ·_Positions _ Cone.-: Mix #/psi : Lsizes -,fl=-1 1.. 1:' -5' .,.~/) _ Cone.: Mix #/psi ;::;-caps 6k 7 __ Cone.: Mix #/psi _ Future Continuity #/psi._. __ Grout: Mix #/psi _ Qonsolidation .-. Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick ___ Torque Applied. __ Steel _. H.S. Bolts _ Metal Decking ___ Electrodes. -. ___ Fireproofing -_Other __ Corrective action required __ . ____ Corrections completed ~ /{E11/~o7<.(:.1!(&i. ST,f.£l //. ~--'r£cT7ol'/,. REMARKS -;;, 'k&FtrE,b TH-E:. INSTALUtTim]. Of f\-sTW\ Alt?\6 g1r-tFo"A::.1t-.!~ STE~L. Fo~ f'Dani--1&$ . VER. 'J>eT'A\LS On SHT, CERTIFICATION OF COMPLIANCE: To the be$t of our knowledge, all of the reported work,.unless otherwise-noted, substantially complies with approved·pJans,. specifications and applicable sections of the building codes. This report covers the locations.of the work inspected only and does not constitute engineering-opin- ion or project control. INSPECTOR NAMF 1)/?,(<f. \ ( <=Qi ti)Jr,_Tf& - (\ ~rintCI~ INSPECTORSIGNATURE ~ ~ PSl·B-900-170(2) C!:R'r. NO. l C.B O 12 ryi D JO! '/ DATE_~t__'2.......:Z..=-./<--+(~+7------,,------- REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID· CATTLE Jk \ WEG9~;ESTATES INC ~ ~-ru~~E A~;~IDA ENCINAS - -7/V,CARLSBAD, CA 92008 DATE: October 02, 1997 FIELD DATA: PROJECT; LEGOLAND THEME PARK ¢ARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-19 . . LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-ON-GRAI:>E C @ 2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % September 24, 1997 08:40 am 5 1/-;. . AIR TEMPERATURE, °F 72 CONCRETE TEMPERATURE, °F 8 7 DATE RECEIVED IN LAB September 27, 1997 FIELD DATA SUBMITTED BY PSI\CATHY PULVER MIX DATA-SUBMITTED BY' :,t~·,S'0'FP!LI•ER'·,.1 •.. -..:. . ' ··:. ,:. t)h SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND P~OPORTIONS CEMENT WATER . FINE AGGRE~ATE COARSE AGGREGATE . . ,. AQr;41?(TURE · .. ~ ·-~--·. NOTE· APPLICABLE.ASJM.mNDARDS·UNLE~S OTHEBl,yJSE'l!/PICATED· SLUMP· cj4Hoa· 61B CONTENT· C23J-9Jb• TEMPERATURE· CJ064-86( COMPRESSION TEST RESULTS · ASTMC39-94 NELSON & SLOAN 649712 522/ 3000 psi ,t-.. ::!~ .. ~-·~· ~ ... '{ >.. . ·-~ ~L ~·~-~ / ... : ·iUC' . ; ... t;-:~J;·;..::v~1:\ :...tt>:-,::!-~:,~:· SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15363 A 7 10/01/97 15363 B 28 10/22/97 15363 C 28 10/22/97 15363 D SPECIFICATIONS 28 .. REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. SET #8 LOAD DIAMETER (LBS,·) (IN.) .. ... 75000 6.00 Cylinders picked up by PSI X representative. . Cylinders delivered to PSI laboratory. ~~," • r ~ • ~·-= -.. :. '' : ~ ,, . .'. . ..... AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 .2650 Cone 3-000 Test results comply with applicable specifications. . Test results do not comply with applicable specifications. • ,_., •• oh Respectfully sub_mitted, Pr~fe~si::a/ iJrvic~ :/!tries, In~~ ... ' l -~ • ·. ' .. ;·. ·~.t--.1 ~ </fi11J jY/ ,{~,;;,~ DAVID J. R..a, / R DISTRICT MANAGER •-•• I THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRiES, INC. Information To Build On PSI A-200--4 (4JF Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San.Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRE$-SION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059..:.70202-18 LOCATION OF PLACEMENT ADMINSTRATION-.BUILDI~G SLAB-ON-GRADE D @ .1. 5 DATE PLACED SUPPLIER TIME SLUMP, IN. September 24, 1997 08:12 am 4 1/4 DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 649691 522/ 3000 psi AIR CONTENT, % 69 CEMENT WATER AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 87 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 27, 1997 PSI\CATHY PULVER SUPPLIER FINE AGGREGATE GOARSE AGGREGATE ADMIXTURE NQ.TE:.AeelJ.ChBLE ASTM STANDARDS UNLESS OTHERWISE IMPIQATED: Sll/MP· QH~·PP•: AIR QONJENT•"Q231-l!lb'-IEMPERATURE· Q1PQH0(li3} SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15362 A 7 15362 B 28 15362 C 28 15362 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC:39-94 TOTAL ·CYLINDER 'DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 10/01/97 68000 6.00 10/22/97 10/22/97 REMARKS: _K Cylinders mad~ by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contracto(s representative. SET #7 Cylinders-delivered to PSI laboratoiy. TECHNICIAN: CATHY PULVER cc? LEGOLAND (4), BERNARD BROTHERS, CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 2410 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Profes~io(naljervi~;Jf ustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. W4 M1r~,1, DAVID J. I;/~, CE . DISTRICT MANAG R Information To Build On PSI A-200-4 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suit$ E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-17 LOCATION OF PLACEMENT ADMINSTRATION BUILbI:t,:!'G SLAB-ON-GRADE D. 2 @ 4 • 5 SUPPLIER DATE PLACED TIME SLUMP, IN. September 24, 1997 07:08 am 5 DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 649647 522/ 3000 psi AIR CONTENT, % CEMENT WATER AIR TEMPERATURE, °F 69 CONCRETETEMPERATURE, °F 86 DATE RECEIVED IN LAB September 2·7, 1997 FINE AGGREGATE COARSE AGGREGATE FIELDDATASUBMITTEDBY PSI\CATHY PULVER · ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER N.O.re· APPLICABLEASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C143-9oa· AIR CONTENT· C231-Q1b· TEMPERATURE· C10§U6(93) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15361 A 7 15361 B 28 15361 C 28 15361 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF -LOAD, DIAMETER TEST (LBS.) (lN.) . 10/01/97 65000 6.00 10/22/97 10/22/97 REMARKS: X Cylinders made by PSI representative. Cylinders picked up,by PSI X representative. Cylinders made by Architect's or Contracto(s representative. SET #6 _ Cylinders delivered IQ PSt laboratory. TECHNICIAN: CATHY PULVER n cc: LEGOLAND (4), BERNARD B~OTHERS, CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN,) (PSI) TYPE OF BREAK . 28 .27 2300 Cone - · 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, r//l1A--t,{ j '7 4,_, THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~sio:a;:z:e~ic~ustries, Inc. DAVID J. R AN,.~:i:;;-- DISTRICT MANAG'.l:!i Information To Build On PSI A•20D•4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES I~C 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: October 02, 1997 OUR REPORT NO.: 059-70202-16 FIELD DATA: LOCATION OF PLACEMENT ADMINSTRATIO~ BUILDING SLAB-ON-:-GRADE E @ 1. 5 DATE PLACED Septemb~r 24, 1997 SUPPLIER NELSON & SLOAN TIME 06:37 am c;>ELIVERY TICKET NO.TrRUCK NO. SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 69 WATER CONCRETE TEMPERATURE, °F 85 FINE AGGREGATE DATE RECEIVED IN LAB September 27, i997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PS:t\CATHY PULVER ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER NOTE· APPLICABLE ASTM STANDARD.SJ,WLESS OTHERWISE INP(CATEP· SLUMP· CU3·90a· AIR CONTENT· C23_1-91b· TEMPERATURE· C1D§H8{931 SPECIMEN TEST LABORATORY IDENTIFICATION AGE . . . COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATEOF , LOAD. DIAMETER CYLINDER -COMPRESSIVE AREA . STRENGTH 649627 522/ 3000 psi NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 15360 A 7 10/01/97 68000 6.00 15360 B 28 10/22/97 15360 C 28 10/22/97 15360 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractofs representative. SET #5 Cylinders delivered.to PSI laboratory. TECHNICIAN: CATHY PULVER (J cc: LEGOLAND (4), BERNARD BROTHERS, CITY OF CARLSBAD 28.27 2410 Cone 3()00 Test results comply with appUcable specifications. Test results ao not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~i1 At?: RCE- DISTRI« ~GER Information To Build On PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND E_STATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 02, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD., CALIFORNIA OUR REPORT NO.: 059-70202-15 LOCATION OF PLACEMENT ADMINSTRATION BUILDING SLAB-ON-GRADE F. 5 @ 4 SUPPLIER DATE PLACED TIME SLUMP, IN. September 24, 1997 06:04 am 4 DELIVERY TICKET NO./TRUCK NO. MIX.NUMBER AND PROPORTIONS MELSON & SLOAN 649621 522/ 3000 psi AIR CONTENT, % CEMENT WATER AIR TEMPERATURE, °F 6 9 CONCRETE TEMPERATURE, °F 85 DATE RECEIVED IN LAB September FIELD DATA SUBMITTED BY PSI\CA'I'I-l;Y 27, i997 PULVER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER l!ll2ra:..AW.ICABLE ASTM STANDARDS UNLESS OTHERWJSlsJNQI.CAIEO:_Sl.l.lMP· C143·90a· AIR CONTENT' C231-9Jb· TEMPEF!AIURE· CJ06~-BB(93} SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15359 A 7 15359 B 28 15359 C 28 15359 D SPECIFICATIONS ·2a COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 10/01/97 75000 6.09 10/22/97 10/22/97 REMARKS: X Cylinders made by PSI representative. Cylind'ers picked up by PSI X -representative. Cylinders made by Archilect's or Contractots representative. SET #4 _ Cylinders delivered to PSI laboratory. TECHNICIAN: CATHY PULVER cc~ LEGOLAND ( 4) , BERNARD BROTHERS, CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.)-(PSI) TYPE OF BREAK 28.27 2650 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, wiTHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ;;t:l;z:::;·· DAVID J{jYANa: DISTRICT MANAGER Information To Build On PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92·008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALI·FORNIA DATE: October 02, 1997 OUR REPORT NO.: 059-70202-14 FIELD DATA: LOCATION OF PLACEMENT MAINTENANCE BUILDING Sl,,AB-ON-GRADE f @ 2 DATE PLACED September 24, 1997 SUPPLIER NELSON & SiiOAN TIME 01:37 pm DELIVERY TICKET NO.ffR'UCK NO. 649940 SLUMP, IN. 4 MIX NUMBERANDPROPORTIONS 522/ 3000 psi AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 86 WATER CONCRETE TEMPERATURE, °F 91 FINE AGGREGATE DAT.E RECEIVED IN LAB September 27, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULVER ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER NOTE· APPLICABLE ASTM STAN PAR PS UNLESS OTHEBWJSE INPICAIEP· SLUMP· CU3-V0a· AIR CONTENT• C23M1 b· TEMPERATURE· t:1oaua(93) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15369 A 7 15369 B 28 15369 C 28 15369 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST . (LBS.)_ (IN.) 10/01/97 80000 6.00 10/22/97 10/22/97 .. REMARKS: X Cylinders made by PSI represenlallve. Cylinders picked up by PSI X representalive. Cylinders made by Architect's or Contracto(s representative. SET #14 _ Cylinders delivered to PSI lab.oratory. TECHNICIAN: CATHY PULVER c8: LEGOLAND (4), BERNARD BROTHERS, CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2830 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~:~ii Serv/4;,_-•:ndustries, Inc. DAVID J. AN, E DISTRICT AG Information To Build On PSI A-200-4 (4JF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: October 02, 1997 OUR REPORT NO.: 059-70202-13 FIELD DATA: LOCATION OF PLACEMENT MAINTENANCE BUILIDNG SLAB-ON-GRADE A. 5 @ 2 DATE PLACED TIME September 24, 1997 10:45 am SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS SLUMP, IN. 5 1/2 AIR CONTENT, % AIR TEMPERATURE, °F 87 CONCRETETEMPERATURE, °F 88 DATE RECEIVED IN LAB September FIELD DATA SUBMITTED BY PSI\CATHY MIX DATA SUBMITTED BY SUPPLIER 27, 19.97 PULVER CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARC1lLlJ!il.E$S OTHERWISE INDICATED· SLUMP· C14~·9Qa· AIR_CO~ENT• C231,9jb· TEMPERATURE: CJD6H6193). COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 649797 '522/ 3000 psi SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15365 A 7 10/01/97 15365 B 28 10/22/97 15365 C ·28 10/22/97 15365 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. SET #10 LOAD DIAMETER (LBS.) 70000 .• Cylinders picked up·by PSI X representative. (IN.) 6.00 _ Cylinders delivered to PSI laboratory. TECHNICIAN: CATHY PULVER cc: LEGOLAND (4), BERNARD BROTHERS, CITY OF CARLSBAD . AREA STRENGTH · (SQ,IN.) (PSI) . TYPE OF BREAK 2.8 .27 2480 Cone 3000 Test results comply with applicable specifications. · Test results do not comply wilh applicable specifications. Respectfully submitted, ~irvice Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WlTHOLrr WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVID J. DISTRICT Information To Build On PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT': LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: October 02, 1997 OUR REPORT NO.: 059-70202-12 FIELD DATA: LOCATION OF PLACEMENT MAINTENANCE BUILDING SLAB-ON-GRADE B @ 2 DATE PLACED September 24, 1997 SUPPLIER TIME 11:16 am DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 3/4 MIX'NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 92 WATER CONCRETE TEMPERATURE, °F 88 FINE AGGREGATE DATE RECEIVED IN LAB September 27, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULVER ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER NQIE· APPLICABLE ASTM SIANDArnNLEss OTHERW!SE INDICATED· SLUMP· CU3-!1Da· _AIR CONTENT· C23U1b· TEMPERATURE· CJOQ4-86lil3)· COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 649854 522/ 3000 psi SPECIMEN TEST TOTAL CYLINDER CYUNDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15366 A 7 10/01/97 15366 B 28 10/22/97 15366 C 28 · 10/22/97 15366 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI reptesentalive. Cylinders made by Architect's or Contracto(s representative. SET #11 LOAD DIAMETER (LBS). 75000 Cylinders picked up by PSI X representative. (IN:) 6.00 _ Cylinders delivered to PSI laboratofy. TECHNICIAN: CATHY PULVER ,r. cc: LEGOLAND (4), BERNARD BROTHERS, CITY OF CARLSBAD AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 3000 Test results comply with applicable · specificaUons. · Test results dq not comply with applicable specifications. Respectfully submitted, c;;-:;m S$dosUies, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVID{gANy DISTRICT MANA'GER Information To Build On PSIA-2oo-1<4lF Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE. COMPRESSiON TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES "INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: October 02, 1997 • OUR REPORT NO.: 059-70202-11 FIELD DATA: LOCATION OF PLACEMENT MAINTENANCE BUILDING Sl,JU3-ON,-GR.Al;>E C @ 2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % SeP,tember 24, 1997 12:24 pm 4 1/2 AIR TEMPERATURE, °F 81 CONCRETE TEMPERATURE, °F 90 _ DATE RECEIVED IN LAB September ·27, 1997 FIELD DATA SUBMITTED BY PSI\CATHY PULVER MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERYTICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE• APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C143-90a· AIR CONTENT· C231-9_1b' TEMPEIMJURE· 01064-86{93) COMPRESSION TEST RESULTS ASTMC39-94 - NELSON & SLOAN 649888 522/ 3000 psi SPECIMEN TEST TOTAL ~~~tri~ CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST ·15367 A 7 10/01/97 15367 B 28 10/22/97 15367 C 28 10/22/97 15367 D SPECIFICATIONS 28 REMARKS: ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. SET #12 LOAD (LBS.) 75000 Cylinders picked up by PSI ~ representative. (IN.) 6.00 Cylinders delivered lo PSI laboratory. TECHNICIAN: CATHY PW.VER n cc: LEGOLAND (4), BERNARD BROTHER$, CITY OF CARLS~AD AREA STRENGTH (SQ. lN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 3000 Test results comply with applicable specifications. · Test results do not comply with applicabla specifications. Respectfully submitted, ~·-;r Se7!usUies, Inc. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVIDJ.t,~ DISTRICT MANAG'CE Information To Build On PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite .E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES ~NC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARL~BAD, CALIFORNIA DATE: October 02, 1997 Ol)R _REPORT NO.: 059-70202-10 FIELD DATA: LOCATION OF PLACEMENT ADMINSTRATION BUILDING LINE 3. 5. & G. 5 DATE PLACED September 24, 1997 SUPPLIER TIME 04:16 am DE.LIVERY TICKET NO.ffRUCK NO. NELSON & SLOAN 649605 SLUMP, IN .. 3 3/4 MIX NUMBER AND PROPORTIONS 522/ 3000 psi AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 66 WATER CONCRETE TEMPERATURE, °F 87 FINEAGGREGATE DAT-E RECEIVED IN LAB September 27, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CATHY PULVER ADMIXTURE MIX DATA SUBMITTED BY · SUPPLIER NQIE:lleei.K:ABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED• SWMP· CHHP•· AIR CONTENT; C2~1-9Jb· TEMPERATURE· CJ064-Q6{93l SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. , (DAYS) 15356 A 7 15356 B 28 15356 C 28 15356 D SPECIFICATIONS 28 COMPRESSION TEST RES!JLTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 10/01/97 79000 6.00 10/22/97 10/22/97 REMARKS: X Cylinders made by PSI representative. X Cylinders picked up by PSI _ representative. Cylinders made by Architect's or Contractor's representative. SET #1 Cylinders delivered to PSI laboratory. TECHNICIAN: CATHY PULVER n cc: LEGOLAND (4), BERNARD BROTHERS, CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2790 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. · REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. <$i;~ona/ ~~;~e 1-::ies, Inc. DAVID J, RYAN, RCE DISTRI MAN ER Information To Build On PSI A-200·4 <4JF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE-130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: October 02, 1997 OUR REPORT NO.: 059-70202-9 FIELD DATA: LOCATION OF PLACEMENT FOOTINGS @ NORTH SIDE OF ADMINSTRATION BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % September 23, 1997 09:15 am 5 AIR TEMPERATURE, °F 7 9 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 24, 1997 PSI\DORRELL DUQUETTE SUPPLIER SUPPLll;:R DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE-AGGREGATE ADMIXTURE NOTE· APPLICABJ.~DARDS UNLESS OTHERWISE INDICATED· SLUMP· CU3-90a· AIR CONTENT· C231-9J b· TEMPERATURE· C1004.lj6(lj31 COMPRESSION TEST RESULTS ASTMC39-94 - NELSON & SLOAN 649415 593/ 3000 psi TYPE II SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST' 15339 A 7 09/30/97 15339 B 28 10/21/97 15339 C 28 10/21/97 15339 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. SET #2 LOAD DIAMETER (LBS.) 79000 . · Cylinders plcRed up by PSI X represenlative. (IN.) 6.00 _ Cylinders delivered 16 PSI laboratory. TECHNICIAN: DORRELL DUQUETTE 0 cc: LEGOLAND (4), BERNARD BROTHE~S, CITY OF CARLSBAD AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28 .. 27 2790 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, ~siona/ Se':}JJ Industries, Inc. -:Jt/;:;/ I} //4 THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRIT.TEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVID / RY , RCE DISTRICT GER Information To Build On PSI A-200-4 C4>F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .. - REPORT OF CONCRETE COMPRESSION TEST TESTED FOR:· MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD,· CA 92008 DATE: October 02; 1997 OUR REPORT NO.: _059-70202-8 FIELD DATA: LOCATION OF PLACEMENT FOOTINGS @ ADMINSTRATION BUILDING SOUTH CENTER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % September 23, 1997 08:40 am 5 AIR TEMPERATURE, °F . 78 CONCRETE TEMPERATURE, °F 83 DA'f.E RECEIVED IN LAB September 24, 1997 FIELD DATA SUBMITTED BY PSI\DORRELL DUQUETTE MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERY TICKET NO./TRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AG(3REGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDiCATED·_SLUMP· CU3-$0a· AIR CONTENT· C23M1b·J:EMPERATURE· C19Q4:86{931 COMPRESSION TEST RES UL TS ASTMC39-94 NELSON & SLOAN 649386 593/ 3000 psi TYPE II SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15338 A 7 09/30/97 15338 B 28 10/21/97 15338 C 28 10/21/97 15338 D - SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. SET #1 LOAD. DIAMETER (LBS.) 6'5000 Cylinders picked up by PSI X representative. (IN.) 6.00 Cylinders delivered to PSI laboratory. TECHNICIAN: DORRELL DUQUETTE n cc: LEGOLAND (4), BERNARD BROTHERS, CITY OF CARLSBAD AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK . 28 .27 2300 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, r;;:;·7 ;:;Jusu;es,:•· THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMEl{T. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DA~J. (l~,'~ DISTRICT MANAGER Information To Build On PSI A-2oo-4 <4lF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES ·INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 24, 1997· LOCATION OF PLACEMENT TILT WALL PANELS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % October 17, 1997 10:00 am 4 1/4 AIR TEMPERATURE, °F 80 CONCRETE TEMPERATURE, °F 86 DATE RECEIVED IN LAB October 20, 1997 FIELD DATA SUBMITTED BY PSI\DORRELL DUQUETTE MIX DATA SUBMITTED BY SUPPLIER - PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit fl 97-2112 REVISION #1 OUR REPORT NO.: 059-70202-38 SUPPLIER DELIVERY TICKET NOJTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE CO~RSE AGGREGATE ADMIXTURE NELSON & SLOAN 654850 636/ 3500 psi TYPE II NDreAeELICABLE ASTM STANDARDS UNLESS OTHERWISE INPICATED·SLUMP· CJ4_3-90_a·_AIR CONTENT··C231-91b· TEMPERATURE··c10B4-86(93) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15597 A 6 15597 B 28 15597 C 28 15597 D SPECIFICATIONS 28 COMPRESSION TEST R!=SULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 10/23/97 90000 6.00 11/14/97 122000 6.00 11/14/97' 122000 6.00 00/00/00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. . Cylinders made by Architect's or Contractots representative. Cylind~rs delivered to PSI laboratory. TECHNICIAN: DORRELL DUQUETTE CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 3180 Cone 28.27 4320 Cone 28.27 43-20 Cone 3500 Test results comply with applicable .X specifications. Test results do not comply with applicable specifications. · ·coRN\S CON 'kespectfully submitted. Professiqnal Service Industries, Inc. cc, LEGO LAND ( 4) , BERNARP BROTHERS, !<-0. K. , CITY OF CARLSBAD »~" ~ . {fr DAVID J YAN, RC THESE TEST RE SUL TS APPL y ONL y TO THE SPECIFIC SAMPLES TESTED AND MA y NOT-BE INDICATiVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REf'.ROOUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVl<;E INDUSTRIES, INC. DI STRI MANAGER PSI A-200-4 (4)F . Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130. CARLSBAD, CA 92008 October 24, 1997 PROJECT: 4EGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit 11 97-2112 REVISION #1 OUR REPORT NO.: 059-70202-37 LOCATION OF PLACEMENT WALL PANEL #26 -Admin Building DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY October 16,· 1997 07:30 am 3 78 84 October 17, 1997 PSI\DORRELL DUQUETTE SUPPLIER SUPPLIER DELIVERY TIC~ET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 654413 (;i36/ 3500 psi TYPE II NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWJSE INDICATED· SLUMP· CU3,9Da· AIR CONTENT-C23J_:Rl b· TEMPERATURE· c1064-~B/93) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15602 A 7 15602 B. 28 15602 C 28 15602 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD. DIAMETER TEST (LBS.) (IN.) 10/23/97 85000 6.00 11/13/97 124000 6.00 11/13/97 123000 6.00 REMARKS: X Cylinders made by PSI represenlalive. Cylinders picked up by.PSI X representalive. Cylinders made by Architect's or Conlrecto(s representative. Cylinders delivered lo PSI lab<iratOI)'. TECHNICIAN: DORRELL :OUQUETTE CYLINDER COMPRESSIVE AREA STRENGTH . (SO. IN.) (PSI) . TYPE OF BREAK 28,27 3010 Cone 28.27 4390 Cone .-28.27 4350 Cone 3500 Test results comply with applicable X specificalions. Test results do not comply with applicable specificalions. 11..\ GQ.i\i-~2. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF ~jo \ ~ {P~si'?nal Service Industries, Inc. CARL'e° ~ . THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVID~~~~ DISTRw~AGE~ PSI A-200-1 14)F Information To Build On Professional Service Industries, Inc. • 6867 Nan-cy Ridge Drive, Suite E •'"San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND. ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 24, 1997 LOCATION OF PLACEMENT PANEL #8 -.Admin Building DATE PLACED TIME SLUMP, IN. AIR CONTENT,% October 16, 1997 4 83 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 86 DATE RECEIVED IN LAB October 1 7, i9.97 FIELD DATA SUBMITTED BY PS I \DORRELL DU,QUE'i'TE MIX DATA SUBMITTED BY SUPPLIER .PROJECT: ~EGOLAND THEME PA,RK CARLSBAD, CALIFORNIA Permit# 97-2112 REVISION #1 OUR REPORT NO.: 059-70~02-36 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 654503 636/ 3500 psi TYPE II NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INPICATED·SLUMP· CH3-IIOa· AIR_cONTENT· C23HUb· IEMP_ERATURE· C1064-8§ti3} SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15599 A 7 15599 B 28 15599 C 28 15599 D SPECIFICATIONS 28 COMPRESSION TEST RJ;:SULTS ASTM C39:,94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) ,10/23/97 78000 6.00 11/13/97 119000 6 .o·o 11/13/97 118000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contraclor's representative. Cylinders <lelivered to PSI laborato,y. CYLINDER . COMPRESSIVE AREA STRENGTH . (SQ.IN.) (PSI)_ · TYPE OF BREAK 28.27 276'0 cone 28.27 4210 Cone 28.27 4170 Cone 3500 Test results comply with applicable X specifications. Test results do not comply with applicable specifjcations. ~ . . r{i\l\~ TECHNICIAN: DORRELL DUQUETTE l -... )\ \ "it:iYuny submitted, 'J '-' Professional Service Industries, Inc. cc, LEGOLAND (4), BERNARD BROTHERS·, H.O.)C., CITY OF CARLSB-Al:i »~~-• /Z DAVID . • YAN, ~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. D ISTR C MANAGE REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive,· Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 24, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit fl 97'-2112 REVIS;I:ON #1 OUR REPORT NO.: 059_-70202-35 LOCATION OF PLACEMENT TILT-UP PANEL #11 -Admin Building DATE PLACED October 16, 1997 SUPPLIER NELSON 7 SLOAN TIME 07:10 am DELIVERY TICKET NO./TRUCK NO. 654753 SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 636/ 3500 psi AIR CONTENT, % CEMENT TYPE. II AIR TEMPERATURE, °F 69 WATER CONCRETE TEMPERATURE, °F 84 FINE AGGREGATE DATE RECEIVED IN LAB October 17, ::I-9 97 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DO~RELL PUQUETTE ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER NOTE· AppLJCABLE ASTM STANDARDS UNLESS OTHERWJSE INPICATEP·SWMP· _C143-90a· AlffCONTENJ;· c231-P19· TEMPEJUTI)BE· C1064·88(93) COMPRESSION TEST RESULTS ASTMC39·94 SPECIMEN TEST DATE OF TOTAL CYLINDER LABORATORY IDENTIFICATION AGE LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST . (LBS.) (IN.) 15600 A 7 10/23/97 86000 6.00 15600 B 28 11/13/~7 114000 6.00 15600 C 28 11/13/97 119000 6.00 15600 D 00/00/00 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. . Cylinders picked up by PSI X representatiye. Cylinders made by Architect's or· Contractor's representative. Cylinders dellyered to PSI lal:>oratory. TECHNICIAN: DORRELL DUQUETTE CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) · TYPE OF BREAK 2.8 .·27 3040 Cone 2~.27 -\1030 Cone 28.27 4210 Cone .. 3500 Test results comply with applicable X specifications. Test results do not comply with . .. ;~,,.~f o R tv\S CO Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD S;,~(AN~ THESE TEST RESULTS APPL y ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F DISTR~~A~Ew Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite.E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 24, 1997 PROJECT: LEGOLAND TH~ME PARK CARLSBAD, CALIFORNIA Permit# 97~2112 REVISION #1 OUR REPORT NQ.: 059-70202-:34 LOCATION OF PLACEMENT PANEL #4 Adm:i.n Building DATE PLACED Octobe·:r; 16, TIME 07:28 am SLUMP, IN. 4 AIR 'CONTENT, % AIR TEMPERATURE, °F 82 CONCRETE TEMPERATURE, °F 83 DATE RECEIVED IN LAB October 17, FIELD DATA SUBMITTED BY PSI\DORRELL MIX DATA SUBMITTED BY SUPPLIER 1997 1997 DUQUETTE $UPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBERAND PROPORTIONS C!=MENT. WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 654447 636/ 3500 psi TYPE II NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWJSE INPICATEO·SLUMP· CJ43-90a· AIR CONTENT· C23M1b·-TEMPERATURE· C1064-861Q3) LABORATORY NUMBER 15598 15598 15598 15598 SPECIFICATIONS REMARKS: COMPRESSION iEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) · TEST A 7 10/23/97 B 28 11/13/97 C 28 11/13/97 D 28 X Cylinders made by PSI representative. Cylinders inade by Architect's or Contracto~s representative. ASTMC39-94 .. TOTAL CYLINDER . LOAD. DIAMETER (LBS.) (IN.) 84000 f?.00 117000 6.00 119000 6.00 Cylinders picked. up by PSI X representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DORRELL DUQUETTE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN:) (PSI) · TYPE OF BREAK 28.27 2970 Cone 28.27 4140 Cone 28.27 4210 Cone 3500 X Test results comply wilh applicable specifications. Test result~ do not complywo·t o fl. AS CO\\\f f''"' Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~adl,~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAl SERVICE INDUSTRIES.,INC. PSI A,200-4 (4)F DISTRit1-~AGE:~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455·1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 23, 1997 PROJECT: LEGOJ:4UID THEME PARK CARLSBAD; CALIFORNIA Permit# 97-2112 REVISION #1 OUR REPORT NO.: 0~9-70202-33 LOCATION OF PLACEMENT PANEL #10 -Admin. Builcling DATE PLACED TIME SLUMP, IN. AIR CONTENT, % October 15, 1997 10:00 am 5 84 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 86 DATERECEIVEDINLAB October 16, 1997. FIELD DATA SUBMITTED BY PSI\DORRELL DUQUETTE MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE.AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARDS UNLESS OTHERWJSE INDICATED· SLUMP· CH3-90a· AIR_ CONT~NT· C23HI b· TEMPERATURE· c1064'86(93 COMPRESSION TEST RESULTS liSTM C:39-94 NELSON & SLOAN 654151 636/ 3500 psi TYPE II SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15560 A 7 10/22./97 15560 B 28 11/12/97 15560 C 28 11/12/97 15560 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represenl~tive. Cylinders made by Architect's or Contracto(s r11presentative .. LOAD DIAMETER' (LBS.) (I_N:) 87000 6.00 112000 6.00 110000 6.00 Cylinders. picked up by PSI X representative. . Cylinders delivered to PSI labpratory. TECHNICIAN: DORRELL ·DUQUETTE . AREA STRENGTH -(SQ.IN.) (PSI) · TYPE OF BREAK 28.27 3080 cone 28.27 3~60 ·Cone 28.27 3890 Cone 3500 Test results comply with applicable X specifications. p/11', Test results do not comply with Q ii\_ j\ \r~ cOt~fFO r, ,vu- Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ;ita4.~· ·{$- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INQUSTRIES, INC. PSI A-200-4 (4)F DAVID J YAN, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTA~ES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 23, 1997 LOCATION OF PLACEMENT PANEL #6 Admin. Building DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F October 15, 1997 09:16 am 4 84 CONCRETE TEMPERATURE, °F 82 DATE RECEIVED IN LAB October 16, 1997 FIELD DATA SUBMITTED BY PSI\DORREL DUQUETTE MIX DATA SUBMITTED BY SUPPLIER PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA P~rmit # 97-2112 REVISION #1 OUR REPORT NO.: 059-70202-32 SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 654119 636/ 3500 psi TYPE II NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INPlyt\JEP· SLUMP· CHHP•· AIR CONTENT· C2?Hllb' TEMPERATURE· c1oa,1.86C93l COMPRESSION TEST RES.LILTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE 'DATE-OF LOAD DIAMETER NUMBER OR SET NO.· (DAYS) TEST (LBS.) (IN.) 15561 A 7 10/22/97 8600Q 6.00 15561 B 28 11/12/9·7 115000 6.00 15561 C 28 11/12/97 '114000 6.00 15561 D SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI represenlative. Cylinders picked up by PSI X representative. Cylinders made by Arc_hitect's or Contracto(s representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DOR,REL DUQUETTE CYLINDER COMPRESSIVE _AREA STRENGTH (SQ.IN.) (PSI) · TYPE OF BREAK 28.27 3040 Cone 28.27 4070 Cone 28.27 4030 Cone 3500 ·x Test results comply with applicable specifications. Test results do not comply with ~ /ji\ s ~CQNfOR1'7 1 Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~"·-r THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS WI Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL -SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. Y~, RC DISTRI · MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ INSPECTION REPORT CLIENT 1...sTAo ld:N7> DATE b-B-9~ Architect_..,,J/.au..<,e:JC.=------------------- Engineer mt1.1t1l;U INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA ____ Cement ..X Specialty __ Mortar Samples -- __ Mechanical __ .Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units {block o(brfck) --__ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel --- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out ___ Other -- REMARKS i>a.ou1Pcf'P /Z. ep H tra Z2 -rgµ~<'</T . PROJECT (Name)__,;;;;LBl::,cJ==-=CA~'/f./'""'D..__ ___ _ (Address) Cd4<-&?Yi2> t?A, REPORT NO. '1S"t-z02..12-;,.. Building· Permit No. _C/._7.__-_,'t.=l...;::Z-;:;..;:o=---------=---- Plan File NO,-,-----'--------------- Govt. Contract No. _____________ _ OSAorOSHPD#--,---'----------- Other sawc.cr di:m,N. t?1At471Nt9N< rS . (?L-P MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi . _ Mortar Batching __ Units: Block _ Electrode Storage __ Unit_s: Brick __ Torque Applied __ Steel . ___ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing ~ Other R,.B'D /.I B"A 7> _ Corrective action required __ Wts1X:,<,S;" /11 µC,,H O 12, s:. __ Corrections completed 2"1'8 a.rrot:-'=,<.;f3 /M;.n:..o.iYfvn/Pd-UQ"'l'5· AU . _lk -h'o.t-e:?: &IC<'.2> A-&<-Ha&S TO CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all-of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report-covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME£):;;:] hl INSPECTORSIGNA== ="=~== PSI-B-900-170(2) CERT. NO. _______________ _ Page_1_of __ _ INSPECTION REPORT CLIENT\:> G;~~'('l,d, ~'2-.o<z DATE 5-~, ... c:, S Architect _________________ _ Engineer __________ ---'--------- Contractor. _______________ -__ ,-- INSPECTION MAT'L SAMPLING OTY __ OSHPD )5;_ Concrete Cylinders !:L. _OSA __ Cement -- __ Specialty __ Mortar Samples ---- _ Mechanical _._ Grout $amples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- ~Concrete __ Fireproofing _Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts -- __ Non-Destructive . __ Tendon (PT Strands) --- __ Soils Technician _._Other -- __ Batch Plant _._Other --__ Bolt Pull-Out __ Other REMARKS . PROjECT (Nam,,4---&,ole~ ~-we S'~ (Address )CM¼:c:J . J k"- REPORT NO. OG°4:'i-:;, O_s>,t>').,. Building Permit No. _9_.__,_,7.._~-"""!.c.::~"""'\'-"';)..""'--------~- Plan File No. ________________ _ Govt. Contract No.---,---.------------ OSA or OSHPD #-------------- Other...,_....,... ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: T~ndons _ Positions JS._ Cone.: ·Mix~QO\ \~o _Sizes L Cone.: M+lt"#/ps~O 6 o _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ __ _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _· Steel _H.S.Bolts .-Metal Decking _ Electrodes _ Ffreproofing _ Other -· __ Corrective action required __ _ Corrections completed bt, !v 't°5~n...c.. J Ge"'-lC~¼ f>L~~b, .....,,~-2\7_ S,cr' aj-vN. ~R_t~ G~ !":\i'.fl:ill-.. ~~d. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise· noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME~~ \-. Q_c~ :Sl(._ CERT. NO ..... -_______________ _ (Print Clearly) INSPECTORSIGNATURFQ,g_~ f Q~::b DATE& ... ~,-~g PSI-B-900-170(2) HELLMUTH, OBA TA+ KASSABAUM, INC. 1655 26th Street, Suite 200, Santa Monica, California 90404 Voice 310 453 0100 Fax 310 453 2052 Attention Mike Peterson, City of Carlsbad From Christopher Rooney, AIA ~TU U l:O E Regarding Metal Stud fhuning at Administration Building Memorandum Project Legolaiid Carlsbad, Inc. Date February 13, 1998 Project Number 96.0634.00 File Lld Copies To Kirk Rose HOK/LA, Gastori Laguna HOK/LA, Kyoko Adachi HOK/LA, Martin Zurauskas Lego, Bill Pridgen, Lego, Steve Methot/BBC, David,Cattle/Lego; David Ryan/ PSJ, Mike Smith/ City of Carlsba~ Fire Department, Pat Kelly/City of Carlsbad Building Dept. Mike, The City of Carlsbad field inspector had some concerns about the discrepancy m the gauge of the studs for the interior partitions at the Administration building. Our drawings call for 18 GA metal studs, 20 gauge studs have been installed in the field. I have reviewed the load charts for 2X6 18 GA studs and confinned that these studs will adequately handle the 8'x6" height on these partitions. We therefore, approve the use of these studs in this instailation. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUI'.I'E 130 PROJECT: LE~OLAND THEME PARK CARLSBAD, CALIFORNIA Permit ii 97-'2112 CARLSBAD, CA 92008 DATE: November 18, 1997 OUR REPORT NO.: 059-70202-72 FIELD DATA: LOCATION OF PLACEMENT PANEL #23 -.Admin Building DATE PLACED TIME SLUMP, IN. AIR CONTENT, % October 1 7., 1997 . 08:15 am 5 AIR TEMPERATURE, °F 79 CONCRETETEMPERATURE, °F 82 DATE RECEIVED IN LAB October 40; 1997 FIELD DATA SUBMITTED BY PSI\DORRELL DUQUETTE MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER Flt-,(; AGGREGATE COARSE AGGREGATE ADMIXTURE NO.IE;.AeeLIQAeLE ASTM STANOArnl/NLESS OTHERWISE INDICATED· SLUMP· <;H3-90a· AIR CONTENT· C~31-91b· TEMPERA)V~E· C1064-86(93) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15601 A 6 15601 B 28 15601 C 28 15601 D 7 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 10/23/97 75000 6.00 11/14/97 97000. 6. 0.0 11/14/97 ·125000 6.00 10/24/97 83000 6.00 ~' :f CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) 28.27 2650 28.27 3430 28.27 4420 28.27 2940 3500 NELSON & SLOAN 654800 636/ 3500 psi . TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. X Cylinders picked up'by PSI representative. Test results comply with applicable s X specifications. 'tt. f\ T~'·'""'"'""la'f OR''f' Cylinders delivered to PSI laborat~ry. -co,~ TECHNICIAN: DORRELL DUQUETTE tries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K.; CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT: Respectfully submitted, ~al Service In ~D' ~AN, vr..i1--~ REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROF~SSIONAL SERVICE INDUSTRIES, INC. DISTRICT MANAGE PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. •·6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 19, 1997 PROJECT: LEGOLAND THEME PARK .CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-78 LOCATIONOFPLACEMENT MAINTENANCE BUILDING TILT-UP PANEL #23 PERMIT# 97-2120 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 10, 1997 10:3Q am 3 1/,2 November 11, 1997 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKET NO./TRUCK NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 690649 636 ~QTE:.AeeLICt..BLIU.$IM..SIANOABC1l>.1.J.NU;_®..Qil:IEBWISE INDICATED· SLUMP· C143-90a;.AIR CONTENJ:·C231-91b· TEMPEBAJURE· Cj064-86(~~(1Pf'.ING· _c1_231.93 SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. .. 15785 A 15785 B 15785 C 15785 D . ·-- SPECIFICATIONS ·-· TEST AGE {DAYS) 7 28 28 28 COMPRESSION TEST RESULTS ASTMC39°94 TOTAL CYLINDER DATE OF .LOAD DIAMETER TEST (LBS.) (IN:) 11/17/97 108000 6.00 12/08/97 127000 6.00 12/08/97 129000 6.00 . .. REMARKS: ~-Cylinders made by PSI representative. Cylinders picked up by.Psi X representative. Cylinders made by Architect's or Conlractor's representative. Cylinders delivered to PSl-laboratbiy. TECHNICIAN: CARLOS HERNANDEZ CYLINDER COMPRESSIVE AREA STRENGTH {SQ.IN.) {PSI) · TYPE OF BREAK 28 .2.7 3820 Cone 28.27 4,490 Cone 28 .27 4560 Cone 3500 ---· Te.st results comply with applicable X spiicifications. Test results do not comply with \\ AS ~ ~CQ~fQR1v1 cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY bF CARLSBAD Respectfully submitted, ll~I Se~ice Industries, Inc. oAvrn / !AN,'$- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC·SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE ·CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRig?'~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSiON TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 19, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISIO~ #2 OUR REPORT NO.: 059-70202-77 LOCATION OF PLACEMENT MAINTENANCE BUILDING TILT-UP PANEL #20 PERMIT# 97-2120 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 10, 1997 09:10 am 4 1/2 November 11, 1997 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKET NQ.rfRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT. WATER· FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 660603 636 COMPRESSION TEST RESULTS . ---- SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST ---------- 15786 A 7 11/17/97 15786 i B 28 12/08/97 15786 C 28 12/08/97 15786 D 28 12/08/97 SPECIFICATIONS 28 REMARKS: -~ Cylinders made by PSI represenlative. Cylinders made by Architect's or Contracto(s representative. ASTM C39-94· TOTAL CYLINDER LOAD DIAMETER {LBS.) {IN.) 100000 6.00 125000 6.00 127000 6. o·o 124000· 6.00 X Cylinders picked up by PSI r~presentative. · Cylinders delivered to PSi laboratory. TECHNICIAN: CARLOS HERNANDEZ CYLINDER . COMPRESSIVE . AREA STRENGTH (SQ. IN:) {PSI) . TYPE OF BREAK 28.27 3540 Cone 28.27 4420 Cone 28.27 4490 Cone 28.27 4390 Cone 3500 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. NfORW\S C Qespectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAI;> 5;:;j"ona/Se~lc~. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT.BE INDICATIVE:OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID . YAN, _""f!cf DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA -92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 19, 1997 PROJECT: LEGOL.AND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-76 LOCATION OF PLACEMENT MAINTENANCE BUILDING TILT-UP PANEL .#17 PERMIT# 97-2120 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 10, 1997 08:05 am 3 1/2 November 11, 1997 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATE;R FINE; AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 660567. 636 ~OJE~AEeJJCAJlL~QABQ.S.llliLE~LQil:IERWISE.Jt,lQJCllIEO..Sl..UMe:...<;;1_4_~QQl!IIEtlI; C231-91b· IEMPERAil/BE· f,1064-B6(93l· CAPPING· C1231-93 ... SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) .. 15787 A 7 15787 B 28 15787 C ·28 15787 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 DATE·OF TOTAL CYLINDER LOAD DIAMETER TEST (LBS.) (IN.) 11/17/97 110000 6.00 12/08/97 125000 6.00 12/08/97 130000 6.00 REMARKS: .K Cylinders made by PSI representative. Cylinders picked up by !;'SI X representative. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. TECHNICIAN: CARLOS HERNANP.EZ CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) . TYPE OF BREAK 28.27 3890 Cone 28.27 4420 Cone 28.27 4600 Cone 3500 Test results· comply with applicable X specifications. Test results do not comply with applicable specifications. . t\..lCQRMS CO I ~\spec fully submitted, CARLSBAD ~ss .. i~ _1n Jlal Serv,ice~lndustries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF ~~, DAVID J AN, RC THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. DI STRI C MANAGER • REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive,. Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE' LEGOLAND ESTATES INC 5600 AVE°NIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 05, 1998 PROJECT: LEGOLAND THEME. PARK CAR'LSBAD, CALIFORNIA REV:ISJ;,ON #2 OUR REPORT NO.: 059-70202-260 LOCATION OF PLACEMENT THRUST BLOCKS FIRE SERVICES RISER @ ADMIN. BLDG & MAINTENANCE BLDG. DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F PERMIT# 97-2112 January 28, 1998 03:00 pm 3 67 CONCRETE TEMPERATURE, °F 8,0 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 2-9, 1998 PSI\DEREK PET~RSON SUPPLJ;ER SUPP.LIER PREMIXED CONCRETE -DEl:.IVERY-TI_CKET NO:ffRUCK NO. MIX NUMBER AND PROPORTIONS 3 2 3 8 511-3 2 5 0 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.IE:.Al:ELLCABJ.EM!M.SJANDABQ&..U.!,ll.laS.rnEBYll!SEJNC~Q;_W.Me:,c.li~· AIR CONTENT· C231-91b· TEMeeBAJURE· C1064-QB(93)' qAPPING· C:1231-93 .. LABORATORY NUMBER 16308 16308 16308 16308 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 3 01/31/98 B 7 02/04/98 C 28 02/25/98 'D 28 02/25/98 ' 28 .X. Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) -- 42000 6.00 500·00 6.00 93000 6.00 9200,0 6.00 J Cylinders picked up by PSI :X: representative . Cylinders delivered to PSI laboratqry. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE -AREA STRENGTH (SQ. IN,) (PSI) TYPE OF BREAK 28.27 14·90 Cone 28.27 1770 Cone 28.27 3290 Cone 28.27 3250 Cone ' 2000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. coNfOR Respectfully submitted, s Professio,nal Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K,, CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY. NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F ~(J-~r~ DAVID J. AN, RCE DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of..L INSPECTION REPO~T CLIENT L GZ~a utM P DATE 1/-6 -98 Architect _______________ __,;.. ___ _ Engineer _____ ~------------- Contractor. 6q7z,.N'.A:12.,):;,-; £>2-t::, 'f"lfro«s INSPECTION MAT'LSAMPLING QTY _OSHPD . --. Concrete Cylinders -- _OSA __ Cement -- _.:=s::.specialty __ Mortar Samples --__ Mechanical __ Grout Sainples --__ Electrical ___ Masonry Prisms· --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing. --__ Pile Driving ___ Reinf. Steel ·--· __ Fireproofing __ S~eel __ Waterproofing __ H.S. Bolts __ Non-Destructive · __ Tendon (PT Stranqs) --__ Soils Technician __ Other --__ Batch Plant __ Other __ Bolt Pull-Out __ Other -·-.- REMARKS OM. rp w,rN<OS 41?ke.rLo Su & c-C I O:N:0 Z :;-wo Pt?A:tN FL,, s H: IN(? PROJECT (Name) 4<K,,o LA&:1::t (Address) ettL£-SC$Al:, REPORT NO. os2 -702.oz --if? A;:/ Building Per.m.it No .. ~M'""",'A:__._ ________ __, __ Plan File No·------------------- Govt. Contract No.,--------------- CSA or OSHPD #-·--------,---------'-- Other 612-11: ·~v1c$0-@n,,1µ -5".c-mv,.c. r;r &ik MATERIAL DES.CRIPTION INSPECTION CHECKLIST _. _ Rinf.: Rebar ~ Plan & Specs 0&(:,b S: -,vpr',Q _. _ R1nf.: W.W.F. _ Clearances __ Rinf.: tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi -. _ Laps __ Cone.: Mix #/psi ' _. Future Continuity #/psi• __ . Grout:, Mix #/psi _ Consolidation __ Mortar: Type/psi _. _ Mortar Batching __ Units: Block _ Electrode Storage _. -.-Units:.Brick -.-Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electroqes __ Fireproofing . K Other 'Cl.!,d..S. # I I',/(:,-,,: _ Corrective action required ___ _ Corrections completed oc... Fl '1 s If IN G · A-T 6'::ZYt} :S CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reportedwork, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the loc;ationsof the worlrinspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME v(.,""12..t:nL ? VcfTb%:S4N \?nt c~.,arly).· J\ ... · INSPECTOR SIGNATUR~,,.---~--++---~.____J,__ XJ_,_----'- Ps1-s-soo-110(2) CERT.NO,-,---a. _____________ _ DATE ~-$-f g . ·~ ··: . r ' ' .#-' APR 21 '98 07:49 FR PSI CORONA CA 909 272. 4271 TO SAN DIEGO P.03/04 REPORT OF DAILY BUILT-UP ROOFING JNSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Scp.neider ROOFING CONTRACTOR: Hayden Roofing Company DATE: April 9. 1998 . REPORT NO: 0.59-70202, 219-77044 (22) -6::2~ Areas worked:_~A~d~m~irus~· ~tra~t!.l<io..._n.=B_,,,,uil::.:::din=' =g.i-. T.:.:i:.:::clc:e.:..;t b~o~otb::.,.;;_. ,,__ ----------------'-----'-----------------------------------'------=-------· % Roof Completed: __ · .... 9=5....,% _____ _ Weather: sunny Temperature: .S5 °F to ___§.Lup Roofing foreman: Bill Sellon Crew Size: 4 Time Worked: 7:00 :-4:00 8 hours Cant Size: 3" Type ofDrain: Smith . Cricket size/slope: 1/2" per foot Deck Type: glywood Clean: yes Dry: yes . . Slope: 114" per foot Material Protection: On palleti;? yes Covered? yes Labeled? yes Dry? ... Y<-=e=s-,--__ Base Ply: GS Glasbase Base Sheet. #25 Attachment: 1" sg. head nails Spacing: 1811 O.C. two rolls center of sheet 9110.C: on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-IIl Modified Number of Piles: Three Application Method:.--=s::.::o'-"'li-=d-=-h...,o""'t.:.:m.:.::o~p:....,-__ ........, _____ _ Surfacing: Type: _gravel Embedment: solid hot · · Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.: .... M=B=F=-----,--~-- Attachment Method: solid hot.mop. Fastener: No. 8 nail . Spacing: 12"0.C. Bitumen: Type: m Bulk sbipment or carton? carton (EVT "F) Kettle Temp: 9:00 a.m,. 500 °F 11:00 a.m. 500 °i? 3:20 . p.m. 500 °F Rooftop Temp.: 9:10 a.m. 490 °F 11:10 am. 490 °F 3:30 p.m. 490 °F Edge Metal Type: n/a Gauge:.--'_,__ __ Counter Flashing: Type: n/a Gauge:. ____ _ Night Seal: --"h:.:.!o::.::.t.!:~::asp~h=al~t-'-.'--. ------------------------ Debris Removed: yes Penetrations Sealed: yes Test Cut: --=n=o _____ _ COMMENTS: Administration Building: 1. Solid hot mop Administration Building and laid gravel. 2. Dress up gravel topping. Ticket Booth: 1. Laid out base sheet, let relax, nailed 18n O.C. and 9" on laps. 2. Solid hot mop l ply, mop in extra ply in drain. 3. Prime coat drrun lead, set in mastic. 4. Solid hot mop cap sheet on deck and on walls, mastic corners. 5. Solid hot mop cap and rock in. 6. PSI INSPECTOR: Bert Manrik r) 1 APR 21 '98 07:49 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.04/04 REPORT OF DAJL Y BT.lil,T-UP ROO.FJNG INSPECTION OWNER: Lego Land Estates. Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofmg Company DA TE: April 7. 1998 REPORT NO: 059-70202, 219-77044 (21) -oc:QJ Areas worked:_--:.:A:::drn=in~is~tr::.,at~io"""n_,.B""'uil.,_,din=' :!l;g....._ _____ __,... _______________ _ --------------,------------------% Roof Completed:---'--·-'9:;.::0'------Weather: cloudy Temperature: 50 °F to _·_np Roofing foreman: Bill Sellon. Crew Size: 6 Time Worked: 6:30--11:30, ·8 hours minimum Cant Size: 2" Type of Drain: Smith Cricket size/slope: 1/2" per foot_ Deck Type: plywood Ciean: yes Dry: yes Slope: 1/4·11 per foot __ Material Protection: On pallers? yes Covered?_ yes Labeled? yes Dty'?_.y.__e __ s __ _ .Base Ply: GS Glasbase Base Sheet, #25 Attachment: l" sq. head nails Spacing: 18" O.C. two rolls ·center of sheet 9" O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-ID Modified. Number of Piles: Three Application Method:___,s=o-=li=d=h=ot~m=-=,--o .... o_· _____ _ Surfacing: Type: _ Embedmcnt: solid hot Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#. __ :MB=F;;..,.._ __________ _ Attachment Method: solid hot mop Fastener: _ No. 8 nail Spacing: 12"0.C. Bitumen: Type: III Bulk shipment or carton? carton (EVT °F) Kettle Temp:_. a.m. _"F __ a.m. _°F_ p.m. _"F Rooftop Temp.: __ a.m._._°F __ a.rn. ___ °F _ p.m: _°F Edge Metal Type: nla .-Gauge: _______ _ Counter Flashing: Type: n/a_ Gauge: ____ _ Night Seal: __,h=o=t.:;:;as::a::p=h=al=t----------------,----------- Debri.s Removed: yes Penetrations Sealed: yes Test Cut:_-.::.:n~o ________ _ COMMENTS: 1. Set kettle and equipment up at the Administration Buildi.ilg. Unloaded one semi-trailer of bagged rock ASTM Green. 2. Started rainning at 9:30 a.m. and became sunny after 10:00 a.m.; roof will not dry sufficiently today to enable the roofer to flood coat and gravel. 3. The Roof er will load rock on roof and walking pads for tQmorrow. PSI INSPECTOR: Bill Davis ** TOTAL PAGE.04 ** REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 31, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-444 LOCATION OF PLACEMENT GRADE SLAB APRON AT EAST END QF MAINTENANCE BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F March 23, 1998 09:0Q am 6 67 CONCRETE TEMPERATURE, °F 72 DATE RECEIVED IN LAB March 24, 1998 FIELD DATA SUBMITTED BY PS I \DEREK PETERSON MIX DATA SUBMITTED BY SUPERIOR READY MIX SUPPLIER SUPERIOR READY MIX DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 560-C93250 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRE~SION TEST RESULTS ASTMC39-94 LABORATORY NUMBER 16662 16662 16662 16662 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS} TEST A 7 03/30/98 B 28 04/20/9_8 C 28 04/20/98 D 28 -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.} (IN.) 81000 6.00 100000 6.00 110000 6.00 Cylinders picked up.by PSI -~ representative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.} (PSI} TYPE OF BREAK 28.27 2!370 Cone 28.27 3540 Cone 28.27 3890 Cone 3250 x Test results comply with applicable specifications. Test results do not comply. with --~,. .. ,.,. ... , .. C oNF OR MS TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF.CARLSBAD &::!".ona/Se~ic~c THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT'BE INDICATIVE OF-THE ENTIRE CONCRETE"PLACl:MENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEi?, INC. PSI A-200-4 (4)F DAVID J.. YAN, RC-ti DIS TRI MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 t I' ,~1 Environmenfa/ f · Geotechn~cal ® Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.ING 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 31, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 0$9-70202-445 LOCATION OF PLACEMENT GRADE SLAB APRON AT WEST END OF MAINTENANCE BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 23, 1998 11:00 am 5 1/2 71 77 March 24, 199'8 PSI\DEREK PETERSON SUPERIOR REAPY MIX SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX ·NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJE:.Aefl.K:A6Lf;ASIM.SL",ND.ABl2_ll.!JNJ.ESS OTHERWISE INO.IQAtED.:.$.l.l.!Me:_™11:.A.IB CONTENT· C23i-91b· TEMPERAIL/BE· C1064-86(93\: CAPP!lli,· COMPRESSION TEST RESULTS ASTM C39-94 SUPERIOR READY MIX 560-C-3250 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER 16663 16663 16663 16663 -· SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/30/98 B 28 04/20/98 C 28 04/20/98 D 28 X_ Cylinders made by PSI representative. LOAD DIAMETER (LBS.) 84000 106000 97000 Cylinaers pickeg up by-PSI X_ representative. (IN.) 6.00 6.00 6.00 .. AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2970 Cone 28.27 3750 Cone 28.27 3430 Cone 3250 X Test results i:oinply with applicable specifications. Test results do not comply with Cylinders made by Architect's or Contracto(s representative. ALL CYLINDERS CAPPED ·-Cylinders delivered to PSI laborato~-a-~~lioabJ8lSrif\8tR Ms IN ACCORDANCE W:ITH A\.;uPI -~ ~41:-V TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ;;;;:::; Se~ce?dtries, Inc. DAVID J 1 ~. RCr THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRIC~AGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92j21 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TESt TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 31, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-446 LOCATION OF PLACEMENT GRADE SLAB APRON AT SOUTH SIDE OF MAINTENANCE BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F March 23, 1998 01:00 pm 5 1/2 75 CONCRETE TEMPERATURE, °F 72 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 24, 1998 PSI\DEREK PETERSON SUPERIOR READY MIX SUPPLIER SUPERIOR READY MIX DELIVERY TICK!;T NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS 560-C-3250 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:.AEEl.~ABLE ASTM STANOABQS,lllil.allS QTHERWJS.E.JNDJCAIEO;.SL!JME'i...C.li3~1R.QONTENT" C~31-91b· TEMPERATURE· C1064-86C93)' CAPPJNG;..C12lli SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16664 A 7 16664 B 28 16664 C 28 16664 D SPECIFICATIONS 28 COMPRESSION TEST R:ESULTS ASTM C39-94 TOTAL CYLINDER DATE-OF LOAD DIAMETER TEST (LBS.) (IN.) 03/30/98 72000 6.00 04/20/98 108000 6.00 04/20/98 i01000 6.00 REMARKS: _¥_ Cylinders made by PSI-representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI labor~tory. ALL CYLINDERS CAPPED IN ACCORDANCE TECHNICIAN: DEREK PETERSON CYLINDER ' COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2550 Cone 28.27 3820 Cone 28.27 3570 Cone 3250 Test resulls comply with applicable X specificati;ms. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD :;;;;::;•M:• ~es, Inc. DAVID J/ ~, RC~r THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-• (4)F DISTRIC~GER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRE;TE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 06, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA R;EVISION #1 OUR REPORT NO.: -059-70202-458 LOCATION OF PLACEMENT REFUSE ENCLOSURE GRADE SLAB LINE A-2 PERMIT# 97-'2128 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 27, 1998 08:50 am 4 58 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 70 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 30, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERYTICKET No.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 686994 522 NO.IE:Aeel.1CA6l.™JANOABQS~V~.IJ:lEJ31111LSJ;.INDICATJ=D· SLUMP· C143·90a· AIR COtJ!ENT· C231·9lb' J;EMPERATURE· C1p64-86(93): CAPPING· 01231.93 COMPRESSION TEST RESULTS ASTMC39-94 r-~BORATORY SPECIMEN TEST TOTAL CYLINDER CYLiNDER COMPRESSIVE IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16671 A 7 04/03/98 75000 6.00 28.27 2650 Cone 16671 B 28 04/24/98 119000. 6.00 28.27 4210 Cone 16671 C 28 04/24/98 105000 6.00 28.27 3710 Cone 16671 D - SPECIFICATIONS 28 3000 REMARKS: ,X Cylinders made by PSI repres'enlalive. Cylinders p_icked up by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractor's representative. test results do not c!f~jis _ Cylinders delivered to PSI laboratory. ~ 1 EpO' SRivf __ IN ACCORDANCE WI(;;Qac"e11~-94. ALL CYLINDERS CAPPED TECHNICIAN: DEREK PE~ERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARL~BAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SE~VICE INDUSTRIES, INC. PSI A·200-4 (4)F Respectfully submitted, f;d~;ce~ DISTRIC~GE;CEf Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES ~NC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND TijEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: April 06, 1998. REVISION #1 OUR REPORT NO.: 059-702-02-461 FIELD DATA: LOCATIONOFPLACEMENT REFUSE ENCLOSURE GRADE SLAB LINE C-2 DATE PLACED March 27, 1998 SUPPLIER TIME 10:15 am DELIVERY TICKET NO.!TRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 59 WATER CONCRETE TEMPERATURE, °F 73 FINE AGGREGAJ"E DATE RECEIVED IN LAB FIELD· DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION March 30, 199$ COARSE AGGREGATE PSI\DEREK PETERSON ADMIXTURE NELSON & SLOAN TEST AGE DATE OF COMPRESSION TEST RESULTS ASJM C39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER AREA COMPRESSIVE NELSON 687025 522 & SLOAN STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN:) (PSI) TYPE OF BREAK 16672 A 7 04/03/98 16672 B 28 04/24/98 16672 C 28 04/24/98 16672 D SPECIFICATIONS 28 REMARKS: ~ Cylinders made by PSI representative. 80000 110000 103000 Cylinders picked up by PSI -~ repr11sentative. -· 6.00 6,00 6.00 .28 .27 21;330 Cone 28.27 3890 Cone 28.27 3640 Cone 3000 Test results comply with applicable _ll specifications. Cylinders made by Architect's or Contractor's representative. ALL CYLINDERS CAPPED Test results do not com~ilh I~-A::::Gow r.10R1vTs TECHNICIAN: DEREK PETERSON Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARH~BAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. - &awl~.~ DAVID J. , RCE DISTRICT AGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_ofl INSPECTION REPORT- CLIENT ________ _ DATE 03-0'l-<t~ PROJECT{Name) )_E,c-,o(krJD_-ktf:u.st-B,, --- (Address) / (.£6c Pfc.. CAeuff>A:O , CA . ' Ho~ 'REPORT NO; Architect SCUDto t Building Permit No; 97-2/UJ t. Plan File No. Engineer MM2:nt'/ WNH Govt. Contract No. ~A-~DJ E>RoJ 0b1-J JflU)CllOJ ·Co. OSA or OSHPD ·# Contractor. Other INSPECTION MAT'L$AMPLING QTY MATERIAL DESCRIPTION ~SPECTION CHECKLIST _OSHPD ___ Concrete Cylinders -----__ Rinf.: Rebar _ Plan & Specs _ . _OSA _Cement ---_ Rinf.: W.W.F. _ Clearances _Specialty _ Mortar Sarnples --_ Rinf.: Tendons _ Positions _ Mechanical _ Grout Samples --_ Cone.: Mix #/psi _·Sizes _ Electrical _ Masonry Prisms ----_ Cone.: Mix #/psi _Laps _Roofing _ Masonry Block --_._Cone.: Mix #/psi , . -. __ Future Continuity #/psi ~ncrete _ Fireproofing v' Grout: Mix #/pisi 3 8'1l0I[ 2cJ::Q _ Consolidation _Masonry ___ Units (block or brick) __ Mortar: Type/psi -/ -. Mortar Batching _ Struct Steel _ Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing ------Units: Brick _ Torque Applied _Pile Driving _ Reinf. Steel ---____ Steel _ Fireproofing _Steel ---_H.S. Bolts _Waterproofing __ H.S. E}o!ts --_ Metal Decking - _ Non-Destructive _Tendon (PT Strands) --_ Electrodes _Soils Technician _Oth~r _ Fireproofing _ Batch Plant .-· _Other ---_Other __ Corrective action required __ _ Bolt Pull-Out _Other --__ Corrections completed REMARKS MoNDk'/ 03'"' O<=t°-Cft -~pf,C/At, INSPGtnoH PIZ-Ot/1/)6() OH_ 6/!.0lnf../<$ tF-_C:0U6~ Sf'll T fflc£ 1-flX VSlW _ WM #3BGZb/ . ;l{XX) f'JJ I CERTIFICATION OF COMPLIANCE: To the best-of our knowledge,.all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the ~uilding codes. This repqrt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ JI. . ~,,t/,fac eM /IMF ftf 2 CERT. NO,--'-__ _.:..._..;;__ ________ _ INSPECTORSIGNATURF /~ PSl·B-900-170(2) ~ o :;-o 'l-'lf PAT~-_,...~,,.-.------------- . l~.,,.., Environmeptal ..,~•· Geote.c#ln~cal •-~ Construction · Consulting • Engineering • Testing INSPECTION REPORT CLIENT ________ _ DATE_(0~3_-_0_~_--'--?-=-cf __ Architect_....../jo,____t:, _ _;;_J_;_~_U/._'[)_I_0_C ___________ _ Engineer_M_~_n_1--_1_____,¢,__-_O_dN._~------ Contractor. 'B£fzt{ A-P-D 1 f>P-D.J INSPECTION M~SAMPLING Q8Y _OSHPD _ Concrete Cylinders _OSA _·Cement -- _Specialty _ Mortar Samples -- _ Mechanical _ Grout Samples _ Electrical _ Masonry Prisms --- _Roofing _ Masonry Block -- ~oncrete _ Fireproofing -- _ Units (block or brick) _Masonry -- _ Struct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing _ Pile Driving _ Reinf. Steel -" _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) --- _Soils Technician .--_Other -- _ Batch Plant __ Other -- _Bolt Pull-Out _Other -- REMARKS 1lJtJPl(y O 3-03-9f -Sni.c.,At-{}J&f&<!.lZCu---1 //2.()tl~Vf::L> ft.A-Uttlf:;p< r OF (:;l)tJ~. Two OIi_ Si Pf.-SPU-r ~ . PROJECT (Name) (B;(Xfa-11) -MAtiJT §iOI¼ 7 . -(Address) -/ . le/40 [)e. · (:_A-tz,vS 6A;tJ cA. REPORTNO. . 0 S<j-70 ?A L --336 !3uilding Permit No._---'--...... 9--'-7_:.. ..;_'2)'-". Z'---~_,/,____._9-'--7_-_Z_I _ZJ"--_ J Plan File No, _______________ _ Govt. Contract No.----------------- OSA or OSHPD #-------------- Other_--,----~-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar ~n&Spe~s __ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons , _ Positions / Cone.: Mix#/psi 52-1/JCOO _Sizes __ _ Cono.: -Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi ._ Grout: Mix #/psi /4nsolidation _ Mortar: rype/psi LMortar Batching _ Units: Block .. _ Electrode Storage _ Units: Brick _ Torque Applied _Steel __ H.S. Bolts _ Metal Decking _ Electrodes -. . Fireproofing _. Other ' ---_ Corrective action required __ ._ Corrections completed (9f Mix I 522, {[ = 3000 f'J;, I > l'U-pWif.r. WA-cl W£2r OF CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the-reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME e,v?-lOJ ~ · -~l',-fpe,z INSPECTORSIGNATURE !~f. / PSl-8·900-170(2) ~ CERT. NO:_d,_'1,,/.-'-'/'_Ui/; __ 'J.:=____.#~2 ____ _ 0 ~ -03-'icf PAT~---.-.~---~-,~-_____ .;__ ________ _ • l ' ~-· ,~ Professional. Service Industries, Inc. American .Engine~ring Uivision. · .· · : -. ; _ Page _2-ot z_ INSPECTION REPORT Project Name (per plans) ~l~=.o.:.;;· O~(k./::...>.:....!. ~D'-· -__,_MA/N~ _ _!_r!....j· ,/d~J:..!..m..!::.· !...!.f-ltc.~&4-/22...·-~-=-:'.!.c.:· ~~:=..,.. ...:...· --=8=-w:..:...::...., _· ____ o_s_cr:_-.....:...7--=-0c.e=-, - Inspection Date Inspector's Name (})-t:,i,oJ /41., PSI 8-900-171 : 97-2/lO ·. 97-rl/2,G L // / / . ,4 ~ I J; 03-03-fp -------. ------- I I I I I I I I I I I I . I r 7 1 I I I l l 1 •1 Environmental" .,. I Geot~chn{cal •-"Construction · '.' ~ige -~1 ·Of J_ Consulting • Engineering • Testing INSPECTION REPORT . . t,t~mr /5 rb~ PROJECT (Name) ·~L.At-40 -~f,ft}Jf.; 6u (Address) l (£.60 PP-· CARLS&AP C-A:. CLIENT ________ _ DATE __ 0=-:;_3_-_;::0'--4_._·--~_cP_----. Architect___.lfo __ K __ 31-u'--·..:..-'C..-=-D_;l;...;:0:::....,.._t-=·=-------- Engineer M A-f:::[lH 4-:. l>-J Ht:{ Contractor l3&-f--t¥Af'-DJ p;e.o.s · fAJ-.Jsrtz.. Co. INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA _Cement --· _Specialty _ Mortar Samples -- _ Mechanical -.Grout Samples -- _Electrical _ Masonry Prisms -- _Roofing _. _ Masonry Block &/concrete _ Fireproofing -- v~asonry _ Units (block or brick) -- _ Struct Steel -. _.Asphalt Concrete .--·. _ Prestress Cone -. Roofing --· _Pile Driving _Reinf. Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -:- _ Non-Destructive _Tendon (PT Strands) . -- _Soils Technician _Other --· _Batch Plant _. Other .. _ Bolt Pull-Out _Other --· REMARKS W£/Jil£S£)/r-f 03-04 ---9.R REPORTNO. 05<:t-70.W'L Building Permit No. q_ 7 -2/ W Cf 1 -'2..1 2. ~ Plan.File No,----,--------------- Govt. Contract No.---'--'------------- OSA or OSHPG #----,------------'----- Other---'---,------------------- MATERIAL o·ESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Rebar 01an&Specs -. _ Rinf.: W.W.F. _. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi . _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching -. _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S:Bolts _. _. Metal Decking _ Electrodes _ Fireproofing . /corrective action required __ .-. _Other _ Corrections completed - -Jf1&C1~ tliJft&Gnol--/ Pl!..o<IIDfUJ oi-/ fCA:00,€Mr o~ Wr /S. NO J/IJE.J' 0 f- TllT-Ut; UJ;.f- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME l¼,uoj f', //4,p4/4-{£)e-Z. INSPECTOR SIGNATURE V~_j///-- PSI-B-900-170(2) &'4/,'at,r,c ~2. CERT. NO. _ _:_ ______________ _ 0 f>-o ¥._,er P,~T~-.-~ .. ~.,.~,m>,..----'-------------- [;JR. jJ. Professional Service Industries, Inc. -American Engineering Division Page_\_-of_\ INSPECTION REPORT Project Name (per plans) _L=--e,b=· ~=o...,~'---'L=.....tt:.,_L'.._~_·n.._.__---"~------------"------------- Inspection Date , , -d--'7 t 'O Or2-I'\,-, 0 Inspector's Name~=u...s;:=-1--..i:....cL.Lir.::,..u~:xJ,=----+c.br.~-l---=,11--1-~'-'---- PSI B-900-171 :r C. , 4·, REPORT QF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider· ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: March 11, 1998, Wednesday REPORT NO: 059-70202, 219-77044 (17) --1/5 Areas worked: Maintenance Building ----------~-----,--,-----'-------'--~-% Roof Coinpleted:_..,......,1=00-"'----- Weather: sunny and clear Temperature:. 50 _ 0P to _ 75 °P Roofing foreman: Bill Sellon Crew Size: 5. Time Worked: 6:00.AM to 9:00 .AM Cant Size: 2" Type of Drain: Smith Cricket size/slope: 1/2" pet foot_ Deck Type: plywood Clean: yes Dry: yes Slope: 1/4" per foot Material Protection: On pallets? yes Covered? yes Labeled? yes Dry? yes .. Base Ply: GS Glasbase Base Sheet. #25 Attachment: 1" sq. head nails Spacing: 18" O.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-ill Modified Number of Piles: Three Application Method:--::s=o=lid=h=ot::....:m=_=opla<:.. _____ _ Surfacing: Type: Brubaker-Mann (green) Embedment: solid hot Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.=:MB;=·=F=------'------"-- Attachment Method: solid hot mop Fastener: _ Spacing: ----,-----Bitumen: Type: III Bulk shipment or carton? carton (EVT °F) Kettle.Temp: 9:00 a.m. 460 °F 11:30 p.m. 500 °F 1:00 p.m. 500 °F Rooftop Temp.: . 9:10 a.m. 450 °F 11:40 p.m. 490 . °F 1:10 p.m. 490 °F Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type: n/a Gauge_: ____ _ Night Seal: ~h~o~t-=a""-,lsp~h=a;0;,:;lt_----,. __________ ----'-_.....,..-__,.. _________ _ Debris Removed: yes Penetrations Sealed: yes Test Ct1t: -=n=o ______ _ COMMENTS: 1. Repaired balance of base flashing and deck (5 areas) where water entered before metal counter flashings were installed. Cut dried and resealed with torch. Torch one ply of modified over cut patch extending under metal flashing. 2. Apply flood coat of hot asphalt to balance of roof surface and embed gravel into asphalt wbile it is still hot. PSI INSPECTOR: Bill Davis REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: -Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company -PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: March 10, 1998, Tuesday REPORT NO: 059-70202 , 219-77044 (16) ----Ip-} Areas worked: Maintenance Building and Front Canopy ----------~---'----'-----------'--% Roof Completed: ___ _,__9=5"----- Weather: sunn Temperature: 50 °F to 75 °F Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: 6:30 AM to 5:30 PM. Cant Size: 2"· Type of Drain: Smith Cricket size/slope: 1/211 per foot Deck Type: plywood Clean:-yes Dry: yes Slope: 1/4" per foot . Material Protection: On pallets? yes Covered? yes Labeled? yes . . Dry? _.y...;;;e.:a:..s __ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: l 11 sq. head nails Spacing: 1811 O.C. two rolls center of sheet 911 O.C. on laps Roof Ply Type: Flintglas TyPe IV and GMS Roll Roofing Specification No: GMS-2-3-ID Modified Number of Piles: . . Three . . Application Method:. solid hot mop . Surfacing: Type: Brubaker-Mann (green) . Embedment: solid hot Flashing Type: Flintlastic GMS/fl Me>,dified Asphalt Spec.#. ==MB=F::....· ______ _ Attachment Method: · solid hot mop -· Fastener: _______ Spacing: _______ Bitumen: Type: ill Bulk shipment or carton? carton (EVT °F) Kettle Temp: 9:00 a.m. 460 °F H:30 p.m.. 500 °F 1:00 p.m. 500 °F Rooftop Temp.: . 9:10 · a.m. 450. °F 11:40 p.m. 490 °F 1:10 p.m. 490 °F Edge Metal Type: n/a _ Gauge: ___ . ____ _ Counter Flashing: Type: . n/a Gauge: ____ _ Night Seal: ---"h=o=t-=as"""p=h=al=t ________ -'-------'--'----'----------------- Debris Removed: yes Penetrations Sealed, yes Test Cut: _ .... n""'o ______ _ COMMENTS: Canopy: 1. Installed 2" cant strip at base of wall,. fastened to plywood deck with No. 8 nails, 12" on center. 2. Installed one ply of GS Glasbase 25 lb. base sheet over plywood deck, fastened with 1" square head nails, 18" O.C. Two rolls center of sheet and 9" O.C. on laps. Set in mastic and drains. 3. Solid hot mop one ply of GS Flintglas Type IV over fastened base sheet. 4. Solid hot mop one ply of GS Poly SMS Modified at drains and penetrati011$. 5. Primed five lead flashings and one qrain lead with asphalt primer and set in bed of mastic over Poly SMS Modified. 6. Solid hot mop one ply of GS Flintlastic GMS Modifie<;l over complete Ply Type IV'and all lead. 7. Solid hot mop one ply of GS Flintlastic GMS Modified on walls. Fastened at top of sheet with 1" square head nails or concrete 8" O.C. 8. Apply flood coat of hot asphalt on roof surface and embed gravel. 9. Install drain and overflow clampin!; rings, tighten with four bolts, sealed corners with Henry 905 Flashmaster Modified Mastic. Maintenance Building: 1. Repaired approximately 20 areas in base flashing and roof deck where water enteted before· metal counter flashing was installed. Cut area and dried with torch. Torch one ply of torch modified over cut patch extending under metal counter flashing. 2. Sealed all inside, outside corners, and pipe penetrations with Henry 905 Flashmaster Modified Mastic. 3. Apply flood coat of hot asphalt to approximately 30% of roof sw;face and embed gravel into asphalt while it is still hot. PSI INSPECTOR: Bill Davis REPORT OF DAILY BUILT~UP ROOFING ~SPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT:-. Lego Family Park USA Cannon Road, Carlsbad, CA DATE: March 3, 1998, Tuesday REPORT NO: 059-70202 , 219-77044 (14 B) -~/2, Areas worked:_=A=dmIDl=· =·s=tr=au=·o=n=--"B=u=il=dm=· :.:,.g,'-'n=o=rth=..:c=an=o"""p.,_v __ -'-------.-------'--,,----------'--------- --------------"------'------------'--% Roof Completed: ___ "--------- Weather: cloudy Temperature: 55 °F to .. 70 °F Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: 6:30 AM to 3:00 PM Cant Size: 2" Type of Drain: Smith · Cricket size/slope: 1/2" per foot Deck Type: plywood . Clean: _ yes. Dry: yes._ Slope: l/41i .per foot Material Protection: On pallets? yes Covered?. yes Labeled? yes . Dry? _y'-'=e=s ___ _ Base Ply: GS Glasbase Base Sheet. #25 _ Attachment: 1" sq. head nails Spacing: 18" 0.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Flintlastic ST A Modified . -Specification No: GMS:-2-3-ill Modified Number of Piles: Three _Application Method:---'t'""or...,c""'h'-__________ _ Surfacing: Type: GTA Torch . Embedment: __ _ Flashing Type: Flintlastic GTA/fl Modified ·Torch Spec.#.=:M=B=F=---------- Attachment Method: solid hot mop Fastener: _____ Spacing: Bitumen: Type:____,_-'-____ B.ulk shipment or carton? .. carton. (EVT °F) Kettle Temp: a.in. ___ °F . p.m. ___ °F ___ p.m. __ °F Rooftop Temp.:_~_ a.m. °F _ __,..._..;.. __ p.m. ____ °F p.m. __ °F Edge Metal Type: __ n/=-=-a-------~---------,---Gauge: ____ _ Counter Flashing: Type:--=n/::...:a"'--------'....,-'---~---"-......... -----Gauge: ____ -'-_ Night Seal: Debris Removed: _y<-::e=s ____ Penetrations Sealed:_y"-'e=s,_---'-_Test Cut: -=n=o ______ _ COMMENTS: 1. Installed 2" cant strip at base of wall, fastened to plywood deck with No. 8 Nails, 12" O;C. 2. Installed over plywood deck one ply of 25 lb. G. S. Glasl;>ase Base Sheet, fastened with 1" square head nails. Two rolls center of sheet, 18" O.C. and 9" on· laps. Set in mastic at drains. . 3. Torch over base sheet one ply of Flintlastic STA Modified. 4. Primed drain lead, concrete wall with asphalt primer. Set drain lead in mastic over modified. 5. Torch second ply of Flintlastic STA Modified over first ply. . _ 6. Torch one ply of Flintlastic GTA Modified on concrete walls, with walls with wood, have GS Glasbase Base Sheet fastened with l" square head nails. 7. Nailed top of wall sheet with 1 '' square head nails or 1" rbUlld head concrete nails. PSI INSPECTOR: Bill Davis . Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 Page_1_of_/_ INSPECTION REPORT CLIENT L<5'6o LAt:'J:> DATE 3 ·Z.3-re PROJECT(Name)-=~=~=o~t=&~JV~-l?~· _________ _ (Address) ·&a.Ls 'Mi> tk, Architect----------,--------'---- REPORT NO. tZS"t-,oz._o-z.. -2/)2; fl Building Permit No. -=.:::Jl::;;.....c9_,7'---2--~i Y"""""'--------- Plan File No.--'-------------- Govt. Contract No.--,---,----------- CSA orOSHPD #------------- Contractor. 8 072,y A·,e D s INSPECTION __ QSHPD _ OSA -2:!:.. Specialty __ Mechanical __ Electrical __ Roofing _!!_Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS Rf! .;:II I "J MAT'L SAMPLING __ Concrete Cylinders ___ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block _._ Fireproofing ·--Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts _ -_Tendon (PT Strands) __ Other __ Other _______ --'--- __ Other_'------ s:n-rz.:r- 2 ,, (&){uc.., 5L;-1i3 - TP Other KB1fv$G; c!rltJG-ke>" ,uur e--r 2~my1c.c 4a.ef?'f QTY · MATERIAL DESCRIPTION INSPECTION CHECKLIST __ · x Rinf.: Rebar ,t/t;/5 -&a: <,o ~ Plan & Specs _____ _ __ ·--Rinf .. : W:W.F . ...,.... __________ .2.... Clearances ______ _ _____ Rinf;: Tendons ~ Positions _______ _ ____ Cone.: Mix #/psi ~ Sizes ________ _ __ . __ Cone.: Mix #/psi. __..2::. Laps ________ _ __ ____ Cone.: Mix #/psi . . _ Future Continuity #/psi __ _ _____ Grout: Mix #/psi ___ Consolidation _____ _ __ ___ Mortar: Type/psi -___ Mortar Batching _____ _ ___ Units:-Block Electrode Storage ____ _ __ ___ Units:'Brick _ Torque Applied _____ _ ____ Steel._ ______ ------ -· ___ H.S. Boits ____ ......,..~ _ ____ Metal·Decking _____ _ ____ Electrodes ______ _ ____ Fireproofing ________ _ _______ Other ___________ Corrective action required __ ----'-----------------__ Corrections completed __ _ ,' a~t> -ov,-rrz._ A-LL S 12 0-1 > ANi? CERTIFICATION OF COMPLIANCE: To the best of our knowledge, a:11 of the reported .work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ p Y<ITl-ffl.-$0N CERT. NO. o f,50981-a::,. (Print Clearly) 1'.. INSPECTORSIGNATUR~ J? 1?9 c, ... PSl-8-900-170(2) PAT~-~-~3'.~-~~1~ .. 3~-~-~r~~~--------------- Page_1_of_l_ INSPECTION ·REPORT PROJECT (Name) /,, Cv:20 LA ,Y ,. • ., · (Address) Cna½e&o C# ,. DATE 3~'Z...-~-f8 !}j1.B REPORT NO. a~~ _..., o-i-0"2.. Architect Building Permit No. N,A Plan File No. Engineer Govt. Contract No. - bSA or OSHPD # .. Contractor. 13(£L.IV A-,.;2-t) s 'P.:,\-u::, n-\ t:,;'Vt._~ Other ,::-.,,;_,s 5trn-V t<,..L:::S er 4r:u1wY 5mzVI, I£ ('IIZ.ffl:l .. INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders ----__ Rinf.: Rebar _ Plan & Specs _OSA _-_Cement -·--· _. _ Rinf.: W.W.F. _ Clearances ~ Specialty __ Mortar Samples --_____ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples --___ Cone.: Mix #/psi _. Sizes __ Electrical ___ Masonry Prisms --__ Cone.: Mix #/psi .--Laps __ Roofing __ Masonry Block --_· _ Cone.: Mix #/psi _ __ Future Continuity #/psi __ Concrete __ Fireproofing ---___ Grout: Mix #[psi _ Consolidation __ Masonry __ Units (block or brick) ----___ Mortar: Type/psi _ Mortar Batching __ struct Steel ___ Asphalt Concrete --__ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --__ !.Jriits: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --·_-_Steel __ Fireproofing __ steel --. __ H.S .. Bolts - __ Waterproofing __ H.S. Bolts --__ Metal Decking __ Non-Destructive __ Tendon (PT Strands) ----. Electrodes __ Soils Technician __ Other -·-·-.--Fireproofing. __ Batch Plant __ Other ~ Other t-l'r'O(l.c)~ra:o, _ Corrective action required __ .. __ Bolt Pull-Out ___ Other --·-i>ll~~u. a-IE ~:!:I rd. !.2 _ Corrections completed REMARKS -re_ ~ d..t·.2 z::12:L& '-"r:l. t2 rt.I BG:?_.,,4-,.., .:::>Eli:: ''·l ~k . ~~~£,~ .• ~ ~ ~T OE: Et gs.s:-~!..-<,2.Vl'--cr 1..-1 rl,, {$" 5 >4-r Tit:Cf: A .P141' &:tS m t4 T?o ,..._; .4-r:i..l.i]9 l5'e;CTU1l C-<? -_t'i:(2.{?'J5'j Ar 7,:ooe&> P"1-<Gs" t2-, s 1,y <;, 'S >::: s z:z.rrn. m 200;:-s, Plf72.. tYE:PA: -:;. n4,y'i:> s /2,'":> $ foe-2Hl2..';? w1r1-1 0 l, oe, s , :5 Y'.S:'CTD'.?'.3::-,:::-4 JL.E..I> 'TO rlot...1-:, r:eessc., ,r..tS d'C Ar>X 9."(}0,4.-{!t;)IVT!Y9:~ T"Od.. 4Dl-rntP n-TT> 7P 12-&:Pd ,~ l--Y7{Jt;. 4tvl> al£bt1N z:z;::s HA./ <z -4r /0.'IS d:m: IJ.T /2!00 ;>,-.. THef: :srs rz,nr-STI'-'-;:::' ,4 I l-_ tff> , Z'1:2 tf--o<--J> .Pa..,..,ry;sc ., &c.f . , TH(F Fi,L.cr "i.>m?r9PTmw-rv7 "912.f?:t k' ,o l"Jtvi;;> t,,./,d-$ 1t;.10 DEt4'""1> <?€ Come, ,c,..,.not0s i!:ll!..:I:l 77-1,r. ;2..~r-if3r Tl2. ~r:[_ /2..<:n;C..1-J-G"Uu L u-6 . '4P17.s;-(2.. i2~ 1 /L-{, A-t!Jrs::. °DQA.16:,.. CERTIFICATION OF COMPLIANCE: To tt,e best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME -;;?;.nu ... -v "P J:1.,-, -,,, .... ) CERT. NO. (Print Clearly) I INSPECTOR SIGNATURE}? ~L) 7:) 7, -. OATE· 3~2,.s-c;~ l l r ~ -~ . , PSl·B-900-170(2) -----~ CLIENT Lt;n,o UltYD DATE 3-z..«-\-,i INSPECTION REPORT Page_1_of _j_ PROJECT (Name) ktil«2 ~,4,vJ-::::, (Address) 64f4.6 a AD CA(, .REPORT NO. oscz-2oio2--_..~ Architect---------------------Building Permit No._.Af'""'/4'"""""'"-___________ _ Plan File No ..... --...:.----,---------------- Engineer-----------------------'---Govt. Contract No.-------'----------- OSA orOSHPD #""""-------------- Contractor. /2er?:Ckd /2...os -s -Other tin JVLv1ctr$ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD __ Concrete Cylinders ---: _ Rinf.: Rebar . -><-Plan & Specs a:z (i-.h$ _OSA ___ Cement --__ Rinf.: W.W.F. __ Clearances ~ Specialty ___ Mortar Samples ----__ Rinf.: Tendons _ Positions ! __ Mechanical . __ Grout Samples --__ Cone.: Mix #/psi __ Sizes __ Electrical __ Masonry Prisms __ Cone;: Mix.#/psi __ Laps __ Roofing __ Masonry Block ---___ Cone.: Mix #/psi ___ Future Continuity #/psi __ Concrete __ Fireproofing __ Grout: Mix #/psi -. __ Consolidation I --! __ Masonry __ Units (b)ock or brick) __ Mortar: Type/psi ---__ Mortar Batching ' __ Struct Steel __ Asphalt Concrete ----___ Units: Block _ Electrode Storage i __ Prestress Cone · __ Roofing --__ Units: Brick _ Torque Applied l __ Pile Driving __ Reinf. Steel ___ Steel i __ Fireproofing __ Steel --___ H.S. Bolts ! __ Waterproofing __ H.S. Bolts --__ Metal DecKing i __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes i __ Soils Technician __ Other --· __ Fireproofing I ' , __ Other __ Batch Plant --~ Other ~-<t2=~:i::H:cic _ Corrective action required __ i _ Corrections completed I __ Bolt Pull-Out __ -Other ---Pa.i.-:s!i..i "-!£:. nr-;,r,r,.Jt::,. REMARKS --,/f '-(!o,1-:$ ZJ?:Y c no,u ,s ?/N{-r5 TP L-Ct?V<::.., ,s 4r:_ ntc-r. d-r THt£ _ :,-2.s-5:,5 u.J ,-,4 V(-D'.Y£ >' CERTIFICATION OF COMPLIANCE: To the. best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This rep-ort covers the locations of the work in~pected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE--.1.;,~-~-+--+-..:::;;..,,.,...c:::;~.......,.,,. PSl-6-900-170(2) CERT. NO. ________________ _ DATE-~2~----"'"z__~---7_5 ____________ _ . ·, 1. ' Page_1_of -1.. INSPECTION REPORT CLIENT Lm::a LAN t'> Architect_-'-~----'o:;......:l~"--------'-----'-------,.- Engineer f'\ A-~Tl "-,) a Ou N N INSPECTION MAT'L SAMPLING ·QTY _OSHPD X Concrete Cylinders _..£2._ _OSA __ Cement x Specialty __ Mortar Samples --__ Mechanical ___ Grout Samples __ Electrical __ Masonry·Prisms -·-__ Roofing __ Masonry· Block -->< Concrete __ Fireproofing --__ Masonry --. Units (block or brick) -- __ Struct Steel __ .Asphalt Concrete --__ Prestress Cone . __ Roofing --- __ Pile Driving __ . Reinf. Steel -- __ Fireproofing __ Steel --·- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant -._._Other -- __ Bolt Pull-Out ___ Other --- REMARKS PROJECT (Name) Lar..,f) {_ -ANO (Address) ~~<;;.m:A:t:> C,A, REPORT NO. 059 -:z Ql o:z ..... /23 C Building Permit No. -=;ti-.,_. _9._7.._,;;;.-... 2..-=-1 ... :z .... cg...,_ ______ _ Plan File NO,----------'------"--- Govt. Contract No.--------------- OSA or OSHPD #---------------- Other $,rg..v,c er A B-.G'A MATERIAL DESCRIPTION INSPECTION CHECKLIST ·.2S::. Rinf.: Rebar .4{Q\ S -@>'4. ~o ~ Plan & Specs _ Rinf:: W.W.F. ~ Clearances __ Rinf.: Tendons . _6.. Positions .2s:. Cone.: Mix #/psi ~.2-"L ~cow ~Sizes _. _ Cone.: Mix #/psi A-Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi ):s::.._ Consolidatio __ Mortar: Type/psi _. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick -. Torque Applied ___ Steel __ H.S. Bolts -: _ Metal Decking -. _ Electrodes .. __ Fireproofing · __ Other __ Corrective action required __ _ Corrections completed F>P-0\( t r;:,e:,::o . 8:; a., x <. A-c <:frl:1 c:nvr CERTIFICATION OF COMPLIANCE: To the best-of our knowledge, all of the reported work,. unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the buil9ing codes. This report covers the location~ of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~£YZ<:nc:· Y ·Vl,;1""1::J:::M-:S2N (Print Clearly) INSPECTORSIGNATURE ~ J? PL PSI-B-900-170(2) CERT. NO. O~'o 09 'o I -0 ~ REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID -CATTLE LEGOLAND ESTATES I~C 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 24, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059.,.76202-311 LOCATION OF PLACEMENT COLUMN B-1 @ REFUSE BUILDING PERMIT# 97-2128 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 1-3, 1998 09:25 am 3 1/2 68 71 February 16, 1998 PSI\CARLOS HERNANDEZ NELSON ·& SLOAN SUPPLIER DELIVERY TICKETNO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AG~REGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39·94 - NELSON & SLOAN 678674 649 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER 16400 16400 16400 16400 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 02/20/98 B 28 03/13/98 C 28 03/13/98 D 28 X Cylinders made by PSI represenlalive. Cylinders made by Architecl's or Contractor's representative. LOAD DIAMETER (tBS.) 95000 130000 135500 Cylinders picked up by PSt X representalive. (IN.) 6.00 6.00 6.00 Cylinders delivered lo PSl'laboralory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: CARLOS HERNANDEZ AREA STRENGTH TYPE OF BREAK (SO.IN.) ,{PSI) 28.27 3360 Cone 28.27 4600 Cone 28.27 4·790 Cone 4000 -·- X Test results comply with applicable speci0calions. Test results do not CQm_plo· h R M s cc:011',rFS -. 'Respectfully submitted, cc : LEGO LAND ( 4) , BERNARD BROTHERS, · H. 0. K. , CITY OF CARLSBAD t;::;"~na/Se~ic~. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAl SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J:. YAN, ~!cf DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phon'? 619/455·0544 • Fax 619/455-1170 Page_1_ of _L INSPECTION REPORT CLIENT ________ _ DATE l\/5/q7 Architect f:i o-i l< STl)b/0 t Engineer //J fl~Tt ,J cf d)t1 n Contractor ~1:-\f\1;,nsl ~~. INSPECTION MAT'L SAMPLING _OSHPD _ Concrete Cylinders _OSA _Cement _specialty _Mortar Samples _ Mechanical _Grout Samples _ Electrical _ Masonry Prisms zoofing _ Masonry Block Concrete _ Fireproofing _Masonry __ Units (block or brick) _ Struct Steel _. Asphalt Concrete _ Prestress Cone _Roofing _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel _waterproofing _H.S.Bolts _ Non-Destructive _Tendon (PT Strands) _Soils Technician _Other _ Batch Plant _Other _ Bolt Pull-Out _._Other QTY -- -- -- -·- -- -- -- -- -- -·- -- -·- -- -- PROJECT (Narne)_L_u,, ___ o--"L..;_A"'""'IJ"""~'-------- (Address) I Lg'!)o I>·,'Z.. G.1=ts5f\'D {!_i::,. REPORT NO. . 654 · 770 zo 2...,,-~~2,8 Building Permit No. __ 9_7_·_;;._/_-Z-=-0=--------- Plan File No, _______________ _ Govt. Contract No.------------------ OSA or OSHPD #~-------------- Other _____ ____,---~------""----- . ~ATERIAL DESCRIPTION ~SPECTION CHECKLIST _· Rinf.: Rebar 8:smi ~Is, 1\1100 _ P.lan & Specs . -' i 7c1earances :i?@d ~ R.. :m 'RoR.. _ Rinf.: W.W.F. . _. Rinf.: Tendons 7.Positfo'* _ Cone.: Mix #/psi 7 sizes 3 -":lt='J_ _ Cone.: Mix #/psi _Laps OK. _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi· -. Mortar Batching __ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.8'.Bolts _ Metal Decking . _ Electrodes _ Fireproofing _ Other . __ Corrective action required __ , _ Corrections completed 'r( &;(.);l'cnf.c./A.}; 57££{_ REMARKS , INS/€.cTlcP! .. \l&t.1h£D 1?-f--12J?C£WEf-J1 Or /&rm //~I~, lld@ tk1J1/r't[l?.CiJJ6 S'[E~L Fof). 1/lt qe f#JAlEL.$ Peg, Pf:rAILS -s~~3°i r~&:,/ u.J THIE.. [trtLUU.J/rJG, Laq:;ntmS : . UT vp w,,u.L thN~t-.S 7?ra r11-<r.1 #~<j- 8 ~Pr1,p/J&/(tttJ1o1<c1NG, SraL W1t-S ll~ff~ nA Stc4 .. ~IIIJ£,, l11,e,1Lac.4!?01S I &,4~1'/,v(.,f,5 a/0'1(_ ~ °"Ch. ?u (1~c, H.tl'~ JJ.,;11/; S ),J.511/ii CERTIFICATION OF COMPLIANCE: To tl'le best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locatii,ns of the work inspected only and does _not constitute engineering. opin- ion or project control. INSPECTOR NAME ~B#L 7JtJ{µJ[,Tf7 IC6-o 1/cJl/r'O CERT. NO.~-__;,~ __ .:::;__.£....;; _____ ____, ___ _ PSI-B-900-170(2) r\M_CI~-.· . INSPECTOR SIGNATURE-~.---='-=--------~-------DATa 1!/!-/21 . Page_1_of.L INSPECTION REPORT PROJECT (Name) U60 LAND1/4C¥1/111J,fu (Address) I lEe::,o DR. Architect :H O + K Sn.:ip ,o £. Contractor. ]UNA~e. bgos. INSPECTION _OSHPD _OSA _Specialty _ Mechanical _ Electrical _ Roofing _concrete _Masonry _L Struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _Waterproofing _ Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out REMARKS MAT'L SAMPLING _ Concrete Cylinders _Cement -. Mortar Samples ___ Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofing _ Units (block or Qrick) _ Asphalt Concrete _Roofing _ Reinf. Steel _Steel _H.S.Bolts _Tendon (PT Strands) _Other _Other ___ '--_ _Other ____ _ C14-;;,};,A:l) Cr+ . REPORT NO. 05C,-i/D2C>Z..-.>S Building Permit No._. __ g_,_:7..,..._ ---'-·'2..=.;...\ '"""'-=------- Plan File NO,--------,-------~~--- Govt. Contract No.----------~---- OSA or OSHPD #-------------- Other ____ "----------------- QTY . Jvl~TERIAL DES¥RIPJION INSPECTION CHECKLIST ..:L_ R1nf.: Rebar 1f: '1. · ?. . H5nt1 /}lil'i ~ Plan & Specs S 502.... __ -.-Rinf.: W.W.F. ___ ~----:r Clearances ____ Rinf.: Tendons ..:£_ Positions 36) /G, 1 2G ____ Cone.: Mix #/psi _ Sizes _______ _ ____ Cone.: Mix #/psi _ Laps _______ _ ____ Cone.: Mix #/pst _ Future Continuity #/psi, __ _ ____ Grout: Mix #/psi _ Consolidation _____ _ __ -. _ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block . _ Electrode Storage _____ , __ . 7 Steel AsrM A €6 ~ 3 _ -~e..T1 f't ~ b. __ Units: Brick ~To~~ue Applied '-. ____ H.S. Bolts_~----~ _ _,_""l=f-_--1'----'S;,~---- --.-. Metal Decking _'E=o..;..N..:....:..C"'--'.'------Z Electrodes E rt I T ,x ><: -""-~,..:Da......-·=-cc=-'-. ----- --__ Fireproofing __ ~__,..-- --__ Other _ Corrective action required __ ____________ Corrections completed ___ , (O~ltJt A {3) eL,NE. 3 )(2)eLriJ~ D) ( () ~LiJf I ; CQ'B,tJ~R..$ e 3e A.' 3 eD} 5 eD I 5 2 G ~l.So I1u..rr v,,;e('ER K. w/GLe. ffic1<e, 19 tvv\8€05 ?eR-Key1;:el) Tu-rn1G (¾&>s:-'%/21) @L,tSc G @3 , , I - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME --'»-r,f?....,.i;~f_.L.._( __ 1)=...au=(j,)""". \..._lf.--.....TIJ~f:.-__ _ (Print Clearly) INSPECTOR SIGNATURE PSl·B-900-170(2) ~~ /) "F -:it CERT. NO. /11.1 IS o/'503055 I, /Cf;o (,&B(/1, DATE /Db/47 ~I I ~ 10/29/1997 13:1~ 619497042~ _,.,_,_.,..,._.,_,._,,-•~•"ea,•' •" ,, • ,0 •• • '• • ,, MARTIN & DUNN, INC. Structural & Clvll Engineers 7801 Mission Center Court Suite 400 SAN DIEGO CA-92108 Phone (619) 497~2118 Fax (619) 497-0429 1 • t I ,. r, ' 11 I , ... ..-I, •• •(' t •• • 1, , I 11 ,:• I 'I" • '• •• o "' \" I ,• MARTIN & DUNN INC. PAGE 02 SHEET NO,---------,------OF _____ _ CAl.,CULATED BY ~ DATE I D , I ? ·, 41-· CHECKED BY f<@JIZJJ ftJ'R.. CHM 0,,10, DATE ID . 2 q. o/ ~.:;. SCALE----------'---------------- OCT 27 1997 _,. ,fM g'£D. 1t PEoL bt'I @2 . ,~ (:1rrJv5 Bu(ve-r)) '::, . 0 r r s1::1 L.~ x d---~ w c1..'*" ~ 1\., b) A ') \)l fV1 C N 5) 0 ,0 cv ( . .,. ... _\ fJ t2·w E,Ol.~ 1 A, J( 1--1 &l 1 . · 'BA (,,K ~ · 11i I/ x I'-1 ,, 1A1A- r'?'l'~iE _k. ---· •• .!'''. ' ... ~-,I 10129/1997 13:17 6194970449 u ;. z -:_ MM1TIN I:. l)IJNN Z INCOHPOHATED ·z %ilr11r.L11r11I (;. tlv1I 1:1111it11111rn =:I 0 "/UOi Minulon Cu11\.tW CL.. GuiLo 400 . . MARTIN & DUNN.INC. ··: .oora@maw&m OCT 27 1997 .. FAX TRANSMISSION PAGE 01 No, of pages including tbis one -~ ..... ,. !"-"'""- ,,,.•!'• .. •' Date: ·· · · . C)c?t d. 2 To: Company: Phone: From: Fax copy: I Cl{R,s Roo.\.l t::Y SAS-At,(..t ·1 Hovc: f16LD r - "-:::rho-_ (oos ,., "~<o ~ fax: ~H611 SAV016_1 P~o1Cl1 @ @ 3--60 -60?-fo ~b, f;Nl, ltv~'R ?l_?, 0' qf O, 9/b2 NIKKl lf you do 1~ot receive all pages, p~casc e.111: SU6 Dtt J?AY at 619-497 -2 t 18. Subject: l-Elro · .CA-(2 LS 8J\D C-0"1 s-1r2.. .. v l'1f u,-) Ai,,.-·1N 1S1q4'110~ ' Special Notes: f?t'v!J2P /}[{qzc· Hf2... 6l8 /31:)((,g: 1 . .. <1P {it; J.tJ ()_;) -/3 ) ,:) ( A·o 1'-1, ,J . @l·OCr \_, .. __ .,,,. \,.,.,i#,.. : ' ±o· . A;Q QM [r f;<~~l--,; l,iJ (u v , -.... Page_i_of _l_ INSPECTION REPORT /4m,--v. &LJG . CLIENT Le$olAvo DATE lD/o?-~ 191 Architect__,_/-/~o~~k ___ S_7_V_J>_ltJ~_ ---"'£'--_,_----~ Contractor. 3ER!-/1Jlj)S c2?®s. INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -,- _OSA _Cement -- _Specialty _ Mortar Samples --- _ Mechanical _ Grout Samples -- _ Electrical ,_ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete __ Fireproofing- _Masonry _ Uriits (block or brick) _L Struct Steel _ Asphalt Concrete -- _ Prestress Cone __ Roofing -- _ Pile Driving __ Reinf. Steel _ Fireproofing _Steel -- _Waterproofing _H;S.Bolts _ Non-Destructive __ Tendon (PT Str1;1nds) -- _ Soils Technician _-_Other -- _ Batch Plant _ Other _ Bolt Pull-Out _. Other --- REMARKS PROJECT (Name) ltEGo C/JJJ~ (Address) / LEGD J;)R... LJ&s.MIJ ~ REPORT NO. eas-t-70202. -Sc/ Building Permit No. 9 7 -:2. I I :2.. / Plan.File No,----'-------,------------ Govt. Contract No.--------------- OSA or OSHPD #------------- Other_--'--------'----------'----- MATERIAL, DESCRIPTION _ JNSPECTION CHE::-:-<LIST _ Rinf.: Rebar _ Plan & Specs St,-S 5o 2.. --Rinf.: W.W.F. Clearances __ --R,inf.: Tendons 7 Positions I & ' ' '.3G; _ Gone.: Mix #/psi _,_ Sizes _ Cone:: Mix #/psi _Laps _ Cone.: Mix #/psi ,-Foture Continuity #/psi ___ Grout: Mix #/psi _ _ Consolidation _ Mortar: Type/psi -;(' Mortar Batching _ Units: Block _ Electrode Storage Units: Brick --Torque Applied Z Steel A~,~ A:3C.., 13.11.o(.z ~ c~:/8), \-JELDE~S ' __ H.S. Bolts or-J _C. Metal Decking -. tiQ .C. 2 Electrodes f.,:] IT-)<)( ~~~. S'. _. Fireproofing _ _Other _. _ Corrective action required __ -_ Corrections completed ){ 11: ~~ 1%~z.. -IN TH-E.. FoLLDWt¾ LocA-noV'6 : C& fhw£cT!tm5 = :6saz,_@ {1)@Lt.Je5. ('5) --; e!.rt.Je. G,. (i) ~ l/Al!! / .' (1 )@L,llf; A, ,,·· (' ifi(}JfR.5 %,,z:: e L,>-1g_ !@G-1 ) eA l--\o\.DQ(.0r--.lS 1%;soz. e VPtJeL ~9 /...8) ,,.7) -;t..2o ~ (d) . U)@.K IN. {)!os~E.SS, <1-Rrmffl t.uEc.t)e&s, uJEAe ~n;;D U YP-QA:-< tJa .. c/N<a· ~RES ..4ND :rrc.ittJLQu~:5 1 ~Cl'r.f<) N,tt-05 lJlRt, IN::{?EcrEJJ Jo-g Sn:.~, U'~T,'/ l Lcic.FT7oV'i) {:)no n tffE &---oF 11v /t'IJcy){,EtJ(;;,E. IM.E [?.ee.. o,C: YbBLe. lkre:- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all-of the r~ported work, unless otheiwise noted, substantially complies with ~pproved plans, specifications and applicable sections of the building codes. This report covers the lc;ications of ~he work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J2iR.eEcL-J).QcJf.1[7;, U"'~ INSPECTORSIGNATUR0 ~ ~ PSl-8-900-170(2) CERT. NO. Ctr/ -:If-/p:J2 a I 'I DATE _ _.ICJ/;-"-;;i..;...;,..:.q_,..,_/..,....:j-+7....,.. __ -'---________ _ Page_1_of .2.. INSPECTION REPORT CLIENT ________ _ PROJECT(Name)_Lf:;6-'-_0_(A,-/._!J:) ____ _ DATE __ J_/-_;1_0_----'~...L..7 __ _ (Address),...._ ----------"-- {AtuSbAO . cA, Architect _ ___,_/fo-'--'-/G _______ --,-_____ ____ REPORT NO. . OSC'f-70 Z,0 'e-·-&?- Building Permit No. q · 7-"l-1 Z-0 Engineer ti/ lr/217 Ai f t>U IV tJ/ 1 Af C. _ · Plan File No·---------------~--- Govt. Contract No. _____________ _ 12 .-: /)' i y O a. (J ns .. OSAorOSHPD#------------- Contractor._LL_t:-A-f. __ n.'---1,::., ___ 1-J_~ ____ ---'-_---'-_----'-_ Other ____ ------'------------ INSPECTION ~SAMPLING 'QTY MATERIAL DESCRIPTION -~SPECTION CHECKLIST _OSHPD oncrete Cylinders -1.£. _ Rinf.: Rebar _ Plan & Specs _OSA _Cement --_ Rinf.: W.W.F. _ Clearances _Specialty _ Mortar Samples --~f.:Tendons , _ Positions _ Mechanical _ Grout·Samples _·_ Cone.: Mix #/psi .foJfa/3JOd f.l t _Sizes _ Masonry Prisms I . _ Electrical -·-_ Cone.: Mix #/psi _Laps ~oofing _Masonry Block --_ Cone.: Mix #lpsi . __ Future Continuity #/psi _Concrete _ Fireproofing ___ Grout: Mix #/psi v'consolidation _Masonry _ Units (block or brick) ·_ Mortar: Type/psi _ Mortar Batching _ Struct Steel __ Asphalt Concrete --_ Units: Block Electrode Storage _ Prestress Cone _Roofing --_._ Units: Brick _ Torque Applied _ Pile Driving _ Reinf. Steel --___ Steel _ Fireproofing _Steel --_H.S.Bolts _Waterproofing _H.S.Bolts _ Metal Decking _ Non-Destructive _Tendon (PT Strands) --_ Electrodes . _Soils Technician _Other _ Fireproofing ; _ Batch Plant _Other --_Other _ Corrective action required __ · _ Bolt Pull-Out _Other -·-_ Corrections completed REMARKS MOHDl+(y //-IO-Cf7 fv'/JtfJJf. q7-2JW -SP!iCAkl INSPz,WOJ-/ Pt!-00 l.t?tW {)fl PtAC£1',tG,-J, Of tf:-2,: ~E.. ~-E.-SorttE. -tt=-~DnJCi L 1Er,,Ll ,01-I 143,; ;...iFoP-ct AI e;, J'f'SE,{, . Acea OuJ 9 to co~~~ Ji fifoftSTtH O -GJT . IIJ.f P£c;fo,Z /XJ~ J)U QUf.;r176 . W b.JTE. · . CON~) CERTIFICATION OF COMPLIANCE: To-the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with a prove_d p~ns, specifications and applicable sections of the building codes. This report covers the locations of the work inspected oniy ~nd does not constitute engineering opm· Ion or project control. INSPECTOR NAME e~.J I. ~+f/:EZ INSPECTORSIGNATURF ~--)// •n/-"' PSl·B·900·170(1) ~ &t(ltl()_ < f-1J>i-CERT. NO.---'~-:....:.J.~~-____::......... _______ _ DATE-...,..-.,!...://:,.....-~/-=-0-.....:~_.:.7-,------------ ~ Enviroi1mental I Geotechii~Qal Construction Consulting • Engineering • Testing American Engineering Division Page :i... of 2- INSPECtlON REPORT Project Name (per plans) _l_E:G_a_(/p-.t __ D __ -"--____________ ,--_-__ 0-'--S_'t_-_~_o_z_o_-c_ __ Inspection Date MOAJO .. JJ,. f'f'/ Inspector's Name~l4e"'--'-"""""(1).=-,j----'-£___.._, .__Br--_W-__ 'A?-I ____ V_&i""-=c_#_~~-'Jz._-__ PSI B-900-171 (1) _P-£ Nor l!,,--{o-0 7 Page_1_of .J_ L-e.<SO INSPECTION REPORT ~ /) ) (flo~/11 . oLDG. PROJECT (Name) LEG6 l.Al'/-l> CLIENT DATE 11 lr1/°111 ~ I ( Architect flo -1-f< STl)f)JEf.0 £ Engineer [/JllKTIN c/'.j).),,;A) Contractor ]E;ef?./J-AR.bS ~-- INSPECTION MAT'L SAMPLING _OSHPD _Concrete Cylinders _OSA _Cement _Specialty _ Mortar Samples _ Mechanical .-·-Grout.Samples _ Electrical _ Masonry Prisms _Roofing __ _ Masonry Block _Concrete _ Fireproofing _Masonry _._ Units {block or brick) 2 Struct Steel _ Asphalt Concrete _ Prestress Cone _Roofing _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel _Waterproofing _H.S.Bolts _ Non-Destructive _Tendon (PT Strands) _Soils Technician _Other _ Batch Plant _Other _ Bolt Pull-Out _Other QTY -- -- -- -·- -- -- ---- -- -- -·- -- (Address) / . L€Go JJ,e_ U/2.(.SBAO CA-. REPORT N0.~_O_-5~9_-~Q_'02..._0_2-_=6~-· ~~ Building Permit No. --~'7_'7_-_.,)..~/~/~2~------ Plan File N0,--------'-----'------- Govt. Contract No.~--,---.,-------,.,--------'----- OSA or OSHPD #------------- Other-------------'------- MATERIAL DESCRIPTION _JNSPECTION C/4CKLIST .-. _ Rinf., Rebar Plan & Specs 7 S 5,::,1 ' . ) _ Rinf.: W.W.F. _ Clearances . _ Rinf.: Tendons ~Positions Ii:-, 3 f" _ Cone.: Mix #/psi Sizes ¾ fi !.bf,.' ___ Cone.: Mix #/psi ._Laps __ Cone.: Mix #/psi . ___ Future Continuity #/psi _ Grout: Mix #/psi ._ Consolidation _ Mortar: Type/psi _ Mortar_ Batching _. Units: Block _ Electrode Storage ::Z Units: Brick . ToC,ue Applied Steel fl~n,,,, -8, '&)::::J 1 -1\ -::r, CT) ~,e.7 l.i)zLOnk1 -·-. H.S. Bolts t}:le. y • ;Q Metal Qecking L Electrodes ~!] l T~ X-;I... _ Fireproofing _Other 7{6rrective action requi~ _ Corrections completed ~ -REMARKS " ht:.LD .lJ.JB.Dl°i-G":t lNSfE:c.if<S'tt ,, \( )SL)f\Ll t fN,,_<;;PFmED 11-l-E. HI t ET l,.l)El.£)1M6) DF R'S-rrvt. Asro r 4-r4 r:s TD C/716€() 4-GJ.13, 5Amu... ffts %so1 aJ r;1t. f'aLLgUJ1/J6 _Ux:&nm,j :, Koar LtV!fL ~ l,tJt Pe:>3 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted; substantially complies with approved plans, specifications and applicable sections of the building.codes. This report covers the locati9ns of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE..c::1:.~~~~.........:~/t;..t.!flf'.1...C::.==:::::::- Ps1-s-soo-110(2J Page_i_ofJ INSPECTION REPORT ( M Al>JT, 5coG) PROJEGT(Name).~L=-=:€:Go=W=·..::...;.:o~.----- (Address) l ~O {),!, CLIENT ________ _ DATE __ /'--'/_-_\q_-_1-'---+---2-- Architect_lli?....__IC __ J_rtJ_O_J_O_~ ____ ----~ Engineer~M~Ae=-'-'v'--tJ-"---+f---'--D---"u'--N--'tJ=-, --'-------'-'---- Contractor_B_/6._4/_;_#0:.;__,;;;:.....:1c,__U!fJ_· -~-·-~--"'-- INSPECTION MAT'L SAMPLING '• or\' _OSHPD _ Concrete Cylinders -·- _OSA _Cement --· _Specialty _ Mortar Samples -- _ Mechanical _ Grout Samples -- _ Electrical _Masonry.Prisms. -- _Roofing _ Masonry Block -- _Concrete _ Fireproofing -- -~sonry _ Units (block or brick) -·- _ Struct Steel _ Asphalt Concrete -- _Prestress Cone _Roofing -- _ Pile Driving _ Rein!. $!eel -- _ Fireproofing _Steel -·- _Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) -- _Soils Technician _Other -·- _Batch Plant _Other -- _ Bolt Pull-Out -.Other ' Wu56MJ. CA. REPORT NO. ---'--0_5_9,.._,,.-:-7-'-o~io""-'Z:.=-=-8:_/5_ Building Permit No. ___ q...J-.;7'---Z~/ ..;;..Z-0-=------ Plan File No, _______________ _ Govt. Contract No.-------------- OSA or OSHPD #----------'------ Other ___ ___; ______________ _ MATERIAL DESCRIPTION ~PECTION CHECKLIST _ Rini.: Rebar _ Plan & Specs _. Rinf.: W:W.F. _ Clearances _._Rini:: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _. Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: ·Block _ Electrode Storage _ Units: .Brick ' _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other. _ Corrective action required __ _ Corrections completed REMARKS V'1WN€JP/rt )/-17-9) MlrtNT• 97-Z/~0 -f/2Jcl,n. /A)Jf&C/70.L-/ /J~<Jt11fJ£,fJ ON LtJtthAJ6 Of I -uo~ at:-z : Ar N--E. . $,. fL e,fJ/q,df/,-J , f3l/tG'(;.--Our s Ir!-£ 17Jo St-1All, ro 6~ c11--t0 I I . I• CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report co_vers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. (fofc@ CM/JCIJ.Jf 1( z._ INSPECTOR SIGNATURE-1--4,.~~'C-J.~="'=~~~~::::n.~ DATE ____ ..,--:../..,...../-_{_:_C,_-_;_1-L--7 ___ ...;._ __ PSl·B-900-170(2) PageJ_of_z. INSPECTION REPORT (MA,NT. "Bu CLIENT _________ _ DATE_---'--'//_-_.:Z~0_-....;;.9-L.7_-'- Architect,~:i+o~· ~)C._8_-tr@~-'-/0..cc.-. ----'e_:;;;;;_: _____ _ Engineer MAetfN ¾· DVN N , I tJC · I Contractor Dt:£J.-I A.ef>S B.P--0.f . INSPECTION MAT'L SAMPLING QTY _QSHPD _ Concrete Cylinders --· _QSA _Cement -- _Specialty ,_ M9rtar Samples -- _ Mechanical _Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing _Masonry Block -- _concrete ,_ Fireproofing -- _Masonry _ Units (block or brick) v'struct Steel _. Asphalt Concrete -.-·- _ Prestress Cone _Roofing -- _ Pile Driving __ _ Reinf. Steel --· _ Fireproofing _Steel -- _waterproofing , _ H.S. Bolts -·- _ Non-Destructive _Tendon (PT Strands) _Soils Technician _.Other - _ Batch Plant _ Other -·- _ Bolt Pull-Out _. Other -·-· PROJECT(Name),~L::a-.E.60c.....:.....::....:.(A--=-N.D-'-=-___ _ (Address) . J l.,E,GC) DfZ... CAl<l.S oAJ> C4 .-. REPORT NO. 059--7oz,r;z..-£/8 Building Permit No, ___ (:,=·_0...::O...::3;_O--J::_(e--=3'----'9:......L-7 __ _ Plan·File No,--'------'------------ Govt. Contract No.---~---------- OSA or OSHPD #------------- Other_,..-------''------------ MATERIAL DESCRIPTION ~PECTION CHECKLIST _ Rini.: Rebar Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rini.: Tendons _. __ Positions -: _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolicjalion __ . Mortar: Type/psi -. Mortar Batching _ Units: Block _ Electrode Storage -. Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal-Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed REMARKS 1f/of2JDN't //-20 -f/7 MA-r,Jf, /LP & ~7-Z/Z,,.0 -VtSUkc /JJJP&CTl(t)r-f f/LOVJ[)€0 t}H Wt::d;JAJ6 OP C/h,€,J;) 6/1,J.J' to ST1U- A:3.J6<.£. c~ Pf;rn:tt.S ~J ·y4J '7E>/.ssol , 2./s502,,) r r ~-7 ,. · BW 6, .. SofllE-COf!-eeCJ?ONJ IJ,J££€. -Hom: I '70 f&l:P>O Yf; Sot,1e:, · CON 08€:.:rE. ct/r;i2J . . C CtJV!.J CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report 9overs the locations of-the work inspected only and does not constitute engineering opin-. ion or project control. CERT. NO. f,tlt/'t:,air' frf2 INSPECTOR SIGNATURELL2.~~A~~~~~~t, DAT~------!l.....:../_-:....:;ZO:......., _ _,,.J_'i __ "--7 _______ _ PSl-6·900-170(2) l •J ~ P~~essio~al ~e~i~~ lnd~s~ries, Inc. ~ • American Engineering D1v1s1on INSPECTION REPORT L&6oLM1)_ , (MA--P./TE#IJ-Nr.£ BU)6.) o.sc; .... 7o 2oz., Project Name (per plans)-----'-------,------------------ Inspection Date t11tJ: Inspector's Name--1c..LJ.£..;;;;-==-----<....,;...;_~=cc..---=-:l:H...;;.... -'-!a--=~:c...a.:,Z=--rr---1-=-==- Ps1 8-900-171 Page_Lof _L INSPECTION REPORT CN Ir}/\) J: &,{(j _ PROJECT (Name) U:,~!) . CLIENT--------,-------- DATE--'-//_, .;_2.:...../ -_.9-'-7 __ _ (Address) / le,6o c,e_ · CA,e.txreAo . C4 . Architect-llo~~f': __ S_1V_/J_/_O_e ____ ------"----'- REPORT NO. 0S9-702-0Z.. ~ Building Permit No. ___ C,_l!J_0~3_o~{o_3_-~9~7_' __ Engineer f-lJA-e.171'/ f £)(/)IA) 7 I,Jc, Contractor. 8e&A--;e.O /:JJZoi . INSPECTION _OSHPD _OSA _Specialty _ Mechanical _ Electrical _Roofing _Concrete _Masonry '-""'Struct Steel _Prestress Cone _ Pile Driving _ Fireproofing _Waterproofing _ Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out MAT'LSAMPUNG _Concrete Cylinders _Cement _ Mortar Samples _. _ Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofirig _ Units {block or brick) _ Asphalt Concrete _ . Roofing _ Re inf. Steel _Steel _ H.S.Bolts _ . _Tendon (PT Strands) _Other _ Other __ ---'--""" _Other ____ _ QTY Plan File No. __________________ _ Govt. Contract No.~------------- OSA or OSHPD #.-------------- Other~·~.-,,-------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST -·-__ Rini.: Rebar ___ . _____ ~Ian & Specs ______ 1 ____ Rinf::W.W.F. _Clearances _____ _ -.-__ Ririf.: Tendons ·_ Positions ______ _ ____ . Conc.:Mix#/psi _Sizes ______ _ . ____ . Cone.: Mix #/psi _ Laps _______ _ ____ Cone.: Mix #/psi _. _ Future Continuity #/psi. __ _ _. __ Grout: Mix #/psi _ Consolidation ____ _ _. __ . _ Mortar: Type/psi ·_ Mortar Batching ____ _ --. _ Units: Block _ Electrode Storage ____ · I _. _· -. Units: B.rick _ Torque Applied ____ _ __ ._._~I ! ____ H.S. Bolts ___ __,_ __ ·--__ Metal Decking ____ _ ____ Electrodes __ -'----~ ____ Fireproofing _____ _ _._. _ Other--'-------_ Corrective action required __ . _________ · _ Corrections completed __ _ MA.rtJr: C/7-;ti W f/2.()(!1DIU) . (Jr/ C,tlM/l&f7ON . t!JF REMARKS F,e/Pf'tY //_.. 21-9? -Vt .f Ulh., I JU[ /J£W01/ ll-17, 11-2 ;,, l?<tJ .. (}j(t)f-1::-t3Y CGf!OF!E-£) c(I~ 1 f.i!Z f'~J. (f!Ef=. om,w ~/4-02. 2/4 . . I . 7 , llJoej::, CoM.M....£lW , fll3!? f'u+arJ (J1'r/ PJ£6o ClJt-1JreuffiQ4 ~1N§) I . . • -Ut SU/ft.., I MJf&e;no1-.r f'/?-olf) J)M) @I (JJE,,,e,p 1~ or=-V ~ -ro f:::N I re flltJU M l( IV & [) A--T / /-A-,-/() '? 1 ,o,e. lOW~/L 6#ce,J A-710 c/1' /&/e. oUJW • UJ Ott B1 Cf,K T7 Fr f P U/€,lDY . (l!a. ~ &J IS/so3. 4,~ 'l IO Jr 5 o3) . . . .. . ~ 7 / (l}oeK IN ftc6t!t.fJ .l'/Or Cl}H[P<£,1U) yer; i (Si1Eel-melf). • 7 . CERTIFICATION OF COMPLIANCE: To the .best of our knowledge, all of the reported work, unless oth~rwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. T-his report covers the,locations of the work inspected only and does not constitute engineering opin- ion or project control. · · &>t ,PCttf r ~<I 2 CERT. NO. ___ __:..;;._-"---'-------,---- INSPECTOR SIGNATURE~~~~~~~~~~~~ PATE---.-:/;..-;./_~_'Z_/_-_9_J-'-. -----,--.,.--- PSl·B-900-170(2) Page_j_of ~ INSPECTION REPORT , //!4/A/17 PROJECT (Name) U-Gd,/A/n "7?t.,.t)tJ. CLIENT L£Go DATE Lt/za/CJ 7 Architect /It) I< -Sl}~/0 e Engineer $/lt?li/J/ -I 1Jv/i/AI Contractor ~AQ.bS: &i,::,_ INSPECTION MAT'LSAMPLING _OSHPD _ Concrete Cylinders _OSA _Cement _Specialty _ Mortar Samples _ Mechanical _Grout Samples _ Electrical _ Masonry Prisms _Roofing _ Masonry a1ock _Concrete _ Fireproofing _Masonry _Units {block orbrick) _){_ Struct Steel _ Asphalt Con·crete _ Prestress Cone _Roofing _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel _Waterproofing _H.S.Bolts -A-Non-Destructive _Tendon {PT Strands) _Soils Technician _Other _ Batch Plant _ Other _Bolt Pull-Out _Other QTY ---- -- -- -- -- ------ -- -- -- -- -- (Address) / ~ 1>£, (;&4$,Mi) I C4 • , I"? REPORTNO. 059-7t::>ZoZ. J;72? Building PermitN6.~-_q-"--<-7_-_'21--"--?-a~------- Plan File No, __________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other ___ -'------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W;F. _. Clearances _._ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: ,:Ype/psi -, Mortar Batching _ Units: Block _ Electrode Storage _. _ Units: Brick _. _ Torque Applied _){_ Steel A.3{., -..A. ()1...Jl,1:;.\f)i'G, ~f"' _· _ H.S. Bolts __ __ Metal Decking .. _. _. Electrodes _ Fireproofing _bther _ Corrective action required __ _ Corrections completed· ~w .. Ad Oa;fASDAJ,c ?fi5r /efbo-/.:s. 'l)e-r: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved_ plans, specifications and applicable sections of the building codes. This report covers the·locations of the work inspected only and does not constitute engineering opin- ion or project control. ... :::z:r-,&o </17 / .3 tifG:VB---zz::: CERT. NO.#tJS D-J:z;-9So 9oSw PSI-B-900-170(2) TESTED FOR: Le-Go DATE: 11l~fc;7 Client Order No. Test Method Standard Pl,1J< REPORT OF UL TRASONiC INSPECTION PROJECT:~#£) OU~ REPORT_ NO.: 059-70ZOZ. /IJ.2dz. I L_ab No, L~~t,¾ l''z'' 2o'' Ultrasonic Unit ~()~B't £.511-So Serial No . / A'"~.J/,,f'/,1 7'J/; / jc;-t; /,; ., Thickness . Location Acceptance Standard .4w.s .£)/;,/ -~4/ . /.. ~ 2.-_11d'-,.t,zs·1 soz- ~~(4, ~~ .. ';::"W J Decibels" · Discontinuity ~ C: Distance W62J>5 Q) Q) .c C: C.) .Q C: 2 Q) ~ § cii Q· C: 'iii .9 E ., 'O Q) Q) <ii Q) :, ~ 'iii O> 'iii 0 'O C: C.) u <ii-0 C.) u 0 ::, C: .g Q) :, l'i u-C: 0 .2 C: ~ Q) C. ~"' 'O 'O 'O ·-Q) -a, a, -~ g-g :;; "§ "' C.) 'O > a, > = (,) "O; .c: "' .c a; ~-C: "' Q) E .s .s? a:~ <(_~ .s ~ O> Weld Identification :/1 .!,! E C: -Cl :, "':, i:CI) From From Q) ·.; 0 Q) "' O> e C: g,~ ~ ~ C) 'O :, ~ C: Q) Q) ~ u.. c..~ -= C: I-"' u.. ...J a b . C a ...J <( 'O -a~ X y -~--//a,. WEA (, l./1o'1) X J '70 1-'1.s _J<,...._ , /I&-Rt;-{,4,Z.S") 'x I "701 ~<,.-- I I. I i I . WELD LOCATION AND IDENTIFICATION SKETCH ·c~ ~~ ~.-?7 , Ca~i.mv ' -Freque~ ,--------cP W6l,~ ;::J, .1?1//Z- ~ S~cew~ons ~ })&?) . ·B-· -.15Eltm . II G X-Y MARKERS ' (Indicate X-Y Markings) ·use Leg I, II, or Ill Technic,an:b J,,;, ~-~()A/'i Level...]Z: Interpreter: t,J.t-VtJA/~ Levebz::-··Gain 1n dB .. Attenuation in dB Techn1c1an: / Level 7 a-b-c=d b-a-c=d REMARKS: ~?!?>~ e,u,7;/ S7i~J, Pl/~ o/f/ ?0/J CF W<:!iS ~c.,,Ccr-_ 763,n[D~ PSI A-500-16 (1) W,7J( .$7~..s wti-,~t:ro M TQ .t1 or~ ~pectfully submitted. O, F Profes;J~es. /no Page_j_of ?- INSPECTION REPORT . (/rnMttJ f l11rz,,rr: .BLJ; PROJECT (Name) k~WD CLIENT ____________ _ DATE_~[_Z,_-_o_z_-_?_7 __ -'-(Address) I ~a D£. Ckf,--US 6AfJ CA. ·· Architect~f_-to_l:=:' __ S_W_D-'--( D"-£_. _. ---~-- REPORT NO. -----"'-0_5_'t_-_7_0--'-U)_Z_-_~_~....:;_; Building Permit No. _ __.9......,_7_-_· z=/'-t_0=-1+• _____ _ .Plan File No. _______________ _ Engineer M~nJ-.l J Dur-IN Contractor. BiJJ...A/At-.D.S B~s. Govt. Contract No. _____________ _ OSA or-OSHPD #---,------------- Other ___ ---------------- INSPECTION _ OSHPD _ OSA _Specialty MAT'LSAMPLING _ Concrete Cylinders __ ._Cement ~SPECTION CHECKLIST ____ Rinf.: Rebar--,-_______ Plan & Specs ____ _ oTY MATERIAL DESCRIPTION __ --. Rinf.: W.W.F. _ Clearances _____ _ I _____ Ri.nf.: Tendons _ Positions ______ _ _ Mechanical _ Electrical _Roofing _Concrete _Masonry ~Struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _Waterproofing _ Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out _. Mortar Samples _Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofing __ __ Cone.: Mix #/psi _ Sizes I ____ Cone.: Mix #/psi . _ Laps ___ --'------ ! __ •-Cone.: Mix #/psi _ Future Continuity #/psi. __ _ ____ Grout: Mix#/psi. _ Consolidation I _. __ Mortar: Type/psi -. Mortar Batching ____ _ _ Units (block or brick) _ Asphalt Concrete _._Roofing . ____ Units: Block _ Electrode Storage 1 ____ Units: Brick _ Torque Applied ____ _ i _ Reinf. Steel _$tee! ____ Steel. __ ~--------------' _ H.S.Bolts _Tendon (PT Strands) _Other _ Other ____ _ _ Qther--'---- --__ H.S. Bolts _____ _ ____ Metal Dec.king_-='-. __ _ ---LL Electrodes 6701 ¼ tZI (,( _ Fireproofing _____ _ __ __ Other .. -.-Corrective action required __ -----'--'-----'-_ Corrections completed __ _ REMARKS 7UGJOA;-/ 12-02-11 k{)Ml>J ·. Cf 7-ZIIZ -Vt~U/Jrt-fr.JJfe-WOI-/ P/1.QvlOG() Ot/ j/Jf&PIN4 (9F-rs B~ f. C!JlVMNJ ~ Tl Nu£, OH 7 . . s ~ >I J lP§fi(l-/&f. , 7 . . 5 . \ OF fl..A<f;.S} I P<.AJES so p:,U:S Dt.D ~or wo/!J::. . ~bCOHrP-A-crol?. UJM WULJ/1)<;_ 7 , fJCMl otJ.s , S71!JJav M-c,, b..;61//££,le -ro /?£d1 EtU . lltf .u-t~t:. t0 FtJ ~UJ. . . / ·_ r C()JJri) CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies wiih approvea plans, specifications and applicable sections of the building codes. This rl:lport covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME ~.J ;f. ~~tJIE,z_ . . CERT. NO,_Ql~1:...:./(~1W/I~-:_~___::~..;;._f/i_Z.. _____ _ INSPECTOR s1GNATUR• il~d'JI,:::; 0A1e_-.,.....Ll...:::Z_11.a..::: :.....:....z_-....:..9_;7_-'-------- PSl-8-900-170(2) ~ 7 ~ -. l · •J _-·;,p,ofessional Service Industries, Inc. • . . :·American Engineering Division INSPECTION REPORT Pagegof :2.. Project Name (per plans) _l_f:6____;{XA-,../.IJ;:...c·___:._'-"''.'-----'U ..... ltP._1J1_/.,--~+-J_u_~_IJ_T_ .. '--13_· {).')<S __ . _) _______ 0_5_9_-_7_0_W_2. __ Inspection Date TUiJOA'-1 -Awo liJJPtcrw Inspector's Name---'----'--'-----=-<-~-----'----=-:...-.;_.;__ PSI B-900-171 /Z-Ot-r? Page_j_of..2. INSPECTION REPORT CLIENT ________ _ DATE_--'-(_1_-_0...;;;;..~---~_7 __ Architect_H-o'--'---~-'---==8:....:.tU-=-:..D_iO=-_E...;;:.:;...:c.,_ _____ ____ Engineer t1k~n N * DJNJ{ 0..-..., . j '12 (J_ s . Contractor. ~i\R.DJ D~ INSPECTION MAT'LSAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA _Cement ·-- _Specialty _ Mortar Samples _ Mechanical _Grout Samples -- _ Electrical _. Masonry Prisms _Roofing _ Masonry Block -- _concrete _ Fireproofing .--· _Masonry -. Units (block or brick) -- -2'struct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel --: _ Fireproofing __ Steel -- _waterproofing _H.S.Bofts _ Non-Destructive _Tendon (PT Stran9s) -- _Soils Technician ._Other _ Batch Plant _Other -- _ Bolt Pull-Out _Other -- PROJECT {Name) Lt:.<:iol.At-l) (~,IV .B (Address) / i.£60 D~ , . ~~.f>A-D , CA .. REPORT NO. -~0::a.....=.5.,.....'1..,....,-,--7"-D'--=-ZQ__,.,,,z_-._(?-=~-,,- Building Permit No. --~?~_-7_-_Z_/~/_Z _____ 7 Plan File No,----,---,------------- Govt. Contract No • ..,..._--,------------ OSA or OSHPD #-------------- Other ______ -'-~---------- MATERIAL DESCRIPTION INSPECTIC>N CHECKLIST __ Rinf.: Rebar ~Plan & Specs _ Rinf.: W.W.F. _ Clearances ·-Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _._Sizes -. _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi -. _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi -. Mortar Batching _ Units: Block _ Electrode Storage -: _ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking /'Electrodes $ZIJ/ cP _ Fireproofing _Other _ Corrective action required __ _ Corrections completed REMARKS WW;-15JDk/ /2-0:>-'?7 lrf)/-ll{N Pl{)t; ~ o/7--Z//Z -Vi<'Sv&, tH.SP£ cnoH Pf!.Ov,of:L> O>-t. Wf.Lo, AJG op-Ts oEA-MJ f &JwMAJJ I , CoM.MMT: M: 1 Wc..+nOI\JJ (b4C1+ OF Z MW#NICA-G M€M j 8ocr.J f'(J,e t>kJ (:l)tJ>..1£c:J?orJ Dl.P NOr uJIJfi-1(. c,t.ME,J UJill /YIJJ 01!,/v-LTE.l:>)j .JO rJ 8€.#1 Uilfd Wf,u)W OH 80nt-StP~ (G, trJ. l.,o,So) tt> B_A4£ t~. 01 ({)Jo ()F ~J.JT.' CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies w approvedi>lans specifications and applicable sections of the building.codes. This report cove(s the locations of the work. inspected only and does-not constitute engineering opin- ion or project control. INSPECTORNAME r!AraoJ f<, ~· ~~~£-2. CERT.NO. {!A{,i!?(!,a/l=-4J2. ~~/zcif/ ~~i~'.s;~~~R SIGNATURE ~ . . . ; ·.. · DATE_..:./.,..Z_:._~_0_3_-..:.f_?:a...· __________ _ -Jps.•1 J)rofessional _Service ln~ustries, Inc. American Engineering Division · Page~ of 2. INSPECTION REPORT Project Name (per plans) _l:c.....::£6::;.___::0:.,..._lb-/.--'--_ ~'IJ_0-"-At>_· fll_P_J. -__ ~_(l)_<S.£....)---''----------0_5'_9_--_?_0_UJ_. _z.. __ Inspection Date 12-03-'!7 F A -GAfJ fJJHT. ~or.J ~ •1 Environmental ., I aeo,echn{cal •-. Construction Consulting • Engineering • Testing Page_1_of_ INSPECTION REPORT CLIENT _________ _ PROJECT (Name)_U_G<J_~-------,-- DATE /Z-f?-97 (Address)_· .,_/....;;U.6-=--"-=0"--"f>"--'-I?-_· __ ~ d4 CA£>. /!o,c:. f 7VPl{J REPORTNO .. ex 'i --1 o 2£2.-;L.¥ £_ Building Permit No. Architect Plan Fiie No .. Engineer MA-e-T?IJ f Put1AJ Govt. Contract No. P£M~J .b£of. kc. OSA or OSHPD # Contractor. Other , INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _ Concrete Cylinders --_ Rinf.: Rebar .. 01an&Specs _OSA _._cement --._ Rinf.: W.W.F. _. Clearances _specialty _ Mortar Samples _ Rink Ten9ons _ Positions ! _Mechanical _ Grout Samples ---.-Cone.: Mix #/psi _Sizes I _ Electrical _ Masonry Prisms -·-_ Cone.: Mix #/psi . _Laps _ I, I _Roofing _ Masonry Block _ Cone.: Mix #/psi _ Future Continuity #/psi I --'' Lconcrete _ Fireproofing ' --_ Grout: Mix #/psi _·consolidation j _ Mortar: Type{psf I _Masonry _ Units {block or brick) --_ Mortar Batching Lstruct Steel -. _ Asphalt Concrete _ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _ Pile Driving _ Reinf. Steel --_Steel _ Fireproofing _Steel --___ H.S. Bolts _Waterproofing _H.S.Bolts --__ Metal Decking _ Non-Destructive _Tendon (PT Strands) --_ Electrodes . _Soils Technician _Other -·-__ .-· Fireproofing _ Batch Plant _Other --_ . Other _ Corrective action required __ _ Bolt Pull-Out _Other --_ Corrections completed REMARKS TfkJ /:.JI} lfY /2-lcf-97 Sf!J~e /M A-11.JT: CjJ-:-;J./20 -JPGCI~ t_AJJf£C:(l();-1 . ,Oet)(//J:)U) <tJl'-f . wew1.<JG (J/.: M.£.ml P£Ct::/N'C° ro Srlc(JO?ZJ.eA-L ~ M' ~ z ZAN L 41 IE. Utlll OF . ~~~lk::lll-ri~/JttJ~ f>(/lcL)!Al6 . A-ll J)(J/l/Jl£; WU,/JIN<f ;fl-lo ~071l>ff-rf//'-/Cf//N6 Ot= l>£et::iA/C WA-S COM ll£1E,t:7 h-1.P. /'Ge /~lbt)f. if £,t,.lO}f . J7l/lJf W~IAIG lllM U/-IPC.e f /206 /:FJ J W/ft;+/ /lMAJ ·/-htPf b-11:::1:J .. PU/C.-tttFf.. /M-t:i JJ'i1b-lO/A.l6 WA~J2 5c tt UlM NOT 'POf.St~ ()~ SAf,£ 70 rteu lUlU--D//1) 6 a. T tf,V2,£ LJ t/0 /2.eJOF I tJ -ttre 5UI W/M(;. /l--.s=' 01/ 71/-f.f 'J1ME, J(/(}µ /&-,,4uw:J, G Y cG.lZTiFtGP ~& .-I -&JMM&IT: kU-lfl~!f-S~671f 60lTIAl6 (.UAJ' Cl>M;;'~ MP 7#-&Y§ /2 ' CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all-of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and d.oes not constitute engineering opin- ion or project control. INSPECTOR NAME ~./ R. ikt:MJ:?£2 CERT. NO. C!l-117w,e ~z ·~41 /2-/JJ-9''? INSPECTOR SIGNATURE~ «::/1/,f,4_~/v. PATE "' ' ...... ~ -'. . PSI-B-900·170(2) . Ji ;J .·P_rofessional Service Industries, Inc.· •• . American Engineering Division ·'· · . · INSPECTION REPORT Project Name (per plans)-.=eec.s..~~o..L..Uh.J=...:..:-=..:.:D=-------------,------"-O_S"_'/_-_~_o_i_o_i_ Inspection Date 2 -(<f-9J Inspector's Name_ ............ _-=-=----'-''---'"""'"----'---'-----'-=~-----~.L...= PSI 6·900-171 REPORT OF DAILY BUILT-UP ROOFlNG INSPECTION OWNER: Lego La.nd Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Constructio~ SUPERINTENDENT'S NA.ME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: December 31, 1997, Wednesday REPORT NO: 059-70202-: 219-77055 ( 3) 15 -·===-===-===--c====-===-===-.:::==--=====:i;-.::==-~=6-==-=== Areas worked: · Acl.111ini~1ncion Bu.ild.ing __________________ ...;.....____. _______ % Project Coropleted: . ..,.._---,-'4=5 ___ ____ Wc:ailier: cl,1ud Temperature: 50 °F to 65 °P Roofing forewa.u: Bin Sel!ou Crew Size: 5 Titnt Worked: . 6:30 AM tq 5:00 PM Cam Size: 2 Type of Drain: Smith , Cricket size/slope: 1/2" pee foot Deck Type: plywood Clean: yes .. Dty: ye.s Slope:___.,,1"--/4'-n--iP;:..:e:.:..r_,_f=ooe::.:t,_ ____ _ Material Protectio11: Ou pallets? yes Covered?_.......__ __ Labeled? yes Dry? yes Base Ply: GS Glasbase Base Sheet, #25 . Attachment:. Senco Staples & tape or I" sq. head nails Spacing: 12" O.C. two rolls center of sheer 9" O.C. on laps Roof Ply Type: Elintglas T~e IV and GMs· Roll Roofing Specification No: GMS-2~3~III Modffied Number of Piles: .Three. Application ,Method:-!s~o~li~d:...:h~o::.::t_!;m:.:.:o~p.:........ ______ _ Surfacing: Type: none today Embedment: _________ _ Flashing Type: Fl7ntlastic QMSlfl Modified A~phalt Spec:#.:=M=B=F ....... _ _.,... ____ _ Attachment Med1od: none today Fastener: _______________ Spacing: ________ _ Bitumen: (EVT QF) Type:__,l=U:::.--_____ Bulk shipment or carton? carton Kettle Temp~ 11:00 a.m. 490 °F 1:00 p.m. 480 °F 3:00 p.m. --12Q"F Rooftop Temp.: 11: 10 a.rn. 480 °F I: 10 .. a.m. 470 °F 3: 10 p. m. 480°F Edge Metal Type: n/a Gauge: ______ ,. __ .,---··- Councer Flashing: Type: n/a Gauge: _______ _ Night Seal: --~n/~a,_ ______________ ,__ _______ '-------------- Debris Removed: ves Penetrations Sealed: __ y.<.,,;es=-----'"--Test Cuc: -=n=o ________ _ COiVlMJ?,NTS: L. Covered wetal seismic straps with one ply of inverted roofing cap sheet. 2. !l.1$i.alleJ. 2" cane strip ac base of walls and boxes, fastened to deck with No. 6 nails, 12" O.C. Tapered insulation in,stalled on cwo boxes and one air conditioning platform. 3. Insca.lled over plywood. deck one ply of.GS Glasbase base sheet fastened to plywood deck witb. 1 • Seo.co Staples or 1" square head nails. Set in mastic at drains. 4. Solid hot mop one ply of GS ,ply sheet type IV ov<!f nailed base sheet with. e:1;tra ply at valley of wood cricket. 5. Solid hot mop one ply·of Polybase SMS base sheet around 28 pipe supports and 18 pipe jack, 6. past lead pipe flange. PSI INSPECTOR: Bill Davis Professional Service Iodusu:ics, Inc., 350 S. Maple, Unit K, Cot:0oa, CA 91720, {909) 2n-4230 80/l0"d 093Ia Nl:iS 01 ilcv clc 606 tO 1:iNOc:!OJ J'Sd c:!=.l £1: :l0 86, 90 Nl:if 4. ** 80'38~d 7~101 ** 0 C 0 0 ( _'. . ,. .· .... . -11!'·• ;:.:--. • .. ),':• ··v · 1 ., ......... ·. ::J.:r.~: .. : . ·, ' \ .... ,.,,, ·.l;? ::·-_'.,;; ( I ·:.:.;-:.:~_.:,-,.. .. :·. -' ... ~;:..-:··· . ·. ·. ,;i\· -/ ..... -, · .. · jic· .,·.:.i:.;:,.· . ·j .. ·. \ \ .r / \ r J . !',', ·_1·. . .. .-.. · .. . . -··-.r:: --------------------~ ..... :_.:-:.~ __ _J L __ _ ----·-- I fr C-pJ.,,,r/'.,,-1 ~ ( C) (J.J ....... . l r I 80/80'd 0 ~ 0 REPORT OF DAILY BlJILT-UP ROOFING INSPECTION OWNER: Lego Land Esr.aces, Inc. GENERAL CONTRACTOR: Bernards Brothe,rs Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CON.TRACTOR: Hayden.Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: December 30, 1997, Tuesday REPORT NO: 0S9-70202-;-219-77044 (2) Areas worked: Admiajscration Building ------------------------% Project Completed:_3=0,__ ___ _ Wc:ather: partly cloudy Temperature: -50 °F to 70 °.F Roofing foreman: BUI Sellon Crew Size: 5 Time Worked: 6:30 AM co 5:00 PM Cam Size: 2 ·· Type o( .Orain: Smith Cricket size/slope: 1 /2" per foot Deck Type: plywood Cleau: yes Dry: :yes S1ope:_1 .... l4~" ..... P .... e ..... r""""fo=o ..... t _______ ......,...._ Material Protection: On pallets? yes Covered? ____ Labeled? yes Dry? y,es Base Ply: GS G:lasbase Base Sheet, #25 _ Attachme!lt: Senco Staples & cape or 1" sq. head nails Spacing: 12" Q,C. two rolls center of sheet 9" 0.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-IIJ Modified Number of Piles: _ Three _ Application Method: ____ s ... o ___ Ii~d __ h_o..._t~m=o~_P------~- Surfacing: Type: Modified Asphalt .Embedmem: hot aspbalt Flashing Type: Flintlastic GMS/fl Modified Asphalt . Spec.#. :MBF ... Atcachrrient Method: none today Fastener: _________ Spacing: ________ _ Bitumen: (EVT °F) Type: III Bulk shipment or carton? ____ c.:a_· r~to-r_1 ___ . ___ _ Kettle Temp: 9:00 a.m. 480 °F 11 :00 a.m. 490 °F 1 :00 p.m. 480°F Rooftop Temp.: 9:10 a.m. 470. °F 11:10. a.in. 470 °F 1;10 p.rn: ~°F Edge Mee.al Type: ____ na.../ ....._ ______________ _ Gauge: _______ _ Counter Flashing: Type:-=n/ ... a ___________ ___, __ -"'------Gauge: _______ _ Nighc Seal: ---=nl~--,---------------'------------ Debris Removed: yes Penetrations Sealed: ~Y--""e=s ____ Test Cut: __,n=o=---------- CO.i\fnt,t;ENTS: L Iust.a.lktl 2" cane strip ac base of wall and around four boxes fastenr.d to deck with No. 6 nails. 12." on center. 2. Covered metal seismic scraps with one ply of inverted roofing cap sheet. 3. Installed over plywood deck one ply of GS Glasbase base s.b.t;et fastened to plywood det;Ic with I " Senco Staples and l" square head nails. Sec in mastic at drains. 4. Solid hot mop one ply of GS Flilltglas Ply Sheet Type IV over fastened base sheet with hand mops and felt machine. 5. Approximarely 85 squares. PSI INSPECTOR: Bill Davis .. Pror'c~ioll.ll Service lndustri~, Ine., 350 S. Maple, Unit K. Corona, CA 91720, (909) 27'2-4230 80/S0'd 0~3IG N~S 01 1lEv clE 606 ~3 ~NO~OJ ISd ~~ S1:l0 86, 90 N~f '("'-----I '-I '-f ~ /4_0 \ jl \ \ I I I \ I I \ t ( ~c P~rk:r;c,.wi. l .._ \ I J-._) Q \ I ... ~ \ I Q jo \ I f I l 1-1·/ C:) ~ -1 0 ~ D t -i) - 0 ~ ... --0 I J ..._ 80/90'd 093Ia N~S 01 i:Lcv clc 606· -,, -~:) ~NQc;JO'.;;l I Sd ~.:l si: ·: l0 86, 90 N~r '. REPORT OF DAILY BUlLT-UP ROOFING INSPECTION OWNER: . Lego Land Estates, Inc. GENERAL CONTRACTOR: Bern;i.tds Brothers Conscruccion SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Park USA Cannon Road. Carlsbad, CA DATE: December 29. 1997, Monday REPORT NO: 059-70202-: 219-77044( l) =i:r--eeM-===...,..,,.==------<=-=-=-=r--====-===---==-===--,,==-===-·c:::· =~==--=·=-ITT~==--===--==-=·==---= Are~ worked: Admin,iscration Building, southwest side of bldg. --------------------------------% Project Completed:·_-=-1.:;..5,.;..· __ _ Weatl.!er: cloud Temperature: 50 °F to 65 °F Roofing ron:mau: Bill Seikm Crew Size: 5 Time Worked: 7:00 AM to 4:30 PM._ __ Cant Size: 2 Type of Drain: Smith. Cricket size/slope: 1/2" I,)et foot Deck Type: plywood Clean:. ves Dry: yes Slope:_1/"""'4'--"-ip__..e .... r-=-fo-=-o ..... t _______ ...,....__ Material Proteccion: On pallets? ves Covered? ____ Labeled? . yes Dry? yes Base Ply: GS Glasbase Base Sheet, #25_ Attachment: Senco Staples & rape or I" sg. head nails Spacing: 12" O.C. two rolls cenrer .of sheet 9" O.C. on laps Roof Ply Type: Flimglas Type IV and GMS Roll Roofing Specificatio.n N.o: GMS..,2-3-fU Modified Number of Piles: Three Application Method:__,s=o=li=d....,h~o=t-::.m=o:;..!?1--------- Surfacing: Type: Modified asphalt Embedmem: bot asphalt Flashing Type: Flimlastic GMS/fl Modified Asphalt Spec.#.: __ M=B=F __________ _ Attachment Method: none today .. Fastener: · . Spacing: ________ _ Bicumen: (EVT "F) Type:_,r,....11_· ______ .Bulk sbipmem or carton? _____ ._..=c=ar'""t=o=n· ____ _ Kettie Temp: I 1 :00 a.m. .470 °F l :00 p.m. 490 °F 3:00 p.m. _j_QQ°F Rooftop Temp.: 11:10 a.m. 450 °F 1:W p.m.· 465 . °F 3:10_ p.m. 480°F Edge Metal Type: ...,n=/=a--------'-------------Gauge: _______ _ Counter Flashiug: Type:-=n'-"/a _________________ ~---Gauge: _______ _ Night Seal: -=-=n'"'"/a ________________ ""'--_...,...._....._ ______ --'-______ _ Debris Removed: yes Penerrations Sealed: _y __ e_s ____ Test Cut: ...:n=oa...· ________ _ COlvJJ\tfilNTS: 1. rnsraJleJ 2" cane strip at base of wall fastened co dec!c with #6 nails, 12" O.C. 2. Covered metal seismic straps with one ply of inverted roofing cap sheet. 3. Installed over plywood deck one ply of GS Glasbase base sheet fastened to deck with Senco S~ples or l" square head nails. Sec in mastic ac drains. · 4. Solid hot mop one ply of GS Flimgla.S Ply Sheet Type IV ove1: fastened base sheet with band mops and felt machine. 5. ~oHd hoc mop one ply of GS Fli.ru:lastic Mo4ifi.ed over Fliotglas ply. PSI INSPECTOR: BilLbavis Pro(cssion:iJ SctVico Industries, [nc., 350 S. Maple, Unii IC, CoroCl!l, CA 91720, (~9) 272-4230 0~310 N~S 01 1lGV clc 606 ~) ~NO~B) ISd ~~ S1:l0 86, 90 N~f I I 0 C;l C) Q) I I i ;O .,0 Q (;) JAN 06 '98 07=15 FR PSI CdRdNA CA 909 272 4271 TO SAN D·IEGO / --- • I ... '-'~ . ) J J J ;...... J I I ~ e ~ ·t:i I I CD /\ r .... ("\ - ~) I \ I \ \ I \ I -1 I -<>MJ~"TJ 'J!fj \ r / \ / I \ : / °'d,/ c-hhl ~ r- 0' •· ~ '1 I r""b ........ ~ ~ ~ ~ ...;- V') ~ ½ ~ . . ~ ~-~;f-~--,:~ ·"'-• ...... .. ,~:: ~~ -~;~:-~; ~ ~ \ ~t . ·,,.; ~- ~ &· -{1i· ..... '.~. -~ ""::----c; L ~ I P.04/08 t ~ ~ -\L ~ ;• i-r ,: ,,.SI :G~~itec!,n~cal ' -, Envfronn8atal K Construction Consulting • Engln .. rlng • Testing CLIENT _________ _ DATE---'-"f'Z,'---,-=2'"""'!.:::c...-_._9_,_7 __ _ Page_1_of ::Z.. INSPECTION REPORT · PROJECT (Name) l£6(){/b,/O · (Address) / lboO OR. (!A/!.U 611£) , C4 . . · 7 Architect_//o~t<-~_S-'-/lJ"'-'/).'-'-'/-'-·o __ G. ______ ---'- REPORT NO. 05'/--702-02 -Ja/g_ Building Permit No.----'----------- Engineer--'-H:....:..M:rz-=---<...;..:;r/_;__-+f---'-~...C:CU.;.....~__;tJ::.___-___ _ Plan File No, __ _._ ____________ _ Contractor.----c.~-=--a...-'N!..O-'--_J_6_£<J-=--J-. _LJ:;...____;~::.-· __ _ Govt. Contract No.---~---------- OSA or OSHPD #-----------'----- Other__, ______ -'------------- INSPECTION M~SAMPLING °F. MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _ Concrete Cylinders _ Rinf.: Rebar _ Plan & Specs _OSA _Cement --_ Rini.: W.W.F. _ Clearances _Specialty _ Mortar Samples . --_ Rinf.: Tendons . . ~ -.-Positions _Mechanical _ Grout Samples _Sizes ~Cone.: Mix #/psi fZi,oo _Electrical _Masonry Prisms --_ Cone.: Mix #/psi . · _Laps _Roofing _ Masonry Block --_ Cone.: Mix #/psi· _ Future Continuity #/psi ~Concrete _ Fireproofing --_. _ Grout: Mix #/psi _ Consolidation ~Masonry _ Units (block or brick) ~Mortar: Type/psi -SdfOO _ Mortar Batching ~truct Steel _ Asphalt Concrete . 1 . I --_ Units: Block . _ Electrode Storage _ Prestress Cone _Roofing _ Units: Brick -.-Torque Applied --I _Pile Driving -. Reinf. Steel --_Steel _Fireproofing _Steel _. _ H.S. Bolts -- _Waterproofing _H.S.Bolts _ Meta.I Decking ! -·- _Non-Destructive _Tendon (PT Strands) -· .. Electrodes _Soils Technician _Other --· __ Fireproofing. _ Batch Plant _Other --_Other _. _ Corrective action required __ _ Bolt Pull-Out _Other. --.-Corrections completed .. REMARKS MON0/r1 /2-22.-97 -APt11rJ. 13,~ : SPeu1n, milecnol-/ d-UE Mt~ #-5zz , f) ::;. 3CoO ps, I /r()M/AI. BlPv: 17-2,,/12 ·1,,, /J/!.()V!CJbtJ. 01-f I~ lf;.,-/r OF CtJ/1- Fo,e Pou,e J@tR Ar ~_MJM1q, 6UJ6 A;., N(U401-/ 7 . . . i Jt()M, tWO rf&T:I Of . i Ctlli.C/Z&lfE C,,1/VAIO~ hl1 I AfJ f ic;f?UJ /'£,I<.. /7(fittJJ · reuJi;.,, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with apprbved plans, specifications and applicable sections cif the bu_ilding codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME {Jf,v_pj I?. ~€2 . /~Pr! !Clearly) ~//J, INSPECTORSIGNATUR• ~~ PSl·B-900-170(1) CERT. NO,-...k::(¾;__:_. _:__:f'at/2:::.::.::....:'F____;~:....:.?,_Z ____ _ DATE_...:,/ ___ Z_--=Z::_~_9_7 _____ ___a __ · Page ~ot2 INSPECTION REPORT Project Name (per plans) _//46~_0_l/o-{----,--_tJ----'-_----'-,--------------(!},-~_'t_-_7_o_UJ_2.. __ Inspection Date Inspector's Name---"---~----=--_,..__._·_Jz.-'------'--- Psi B-900·171 ·DSI Geotechn~cal ·~ -,~· •-Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT _________ _ I r_r,..., L-i_o PROJECT(Name),_.;;;_£.e,OU---IJl-'7 ____ _ DATE_-'-l~i-_2"-~---~~7 __ _ (Address) I l.lY6o Pt:.. CMJ£ 6AO CA . -- Architect.--=-Ho....-....tc.,______,S=W-'--=--'--0-=--l o=--e£=----"-----'-- Engineer MA&.t7N q £:lJiJA.J · Contractor. Bffo::/fif?-QJ 61<..os. JtJ c... REPORT. No. asct-2:):xQa .. ; te7 Building Permit No.-------------- Plan File No.~. ---------------- Govt. Contract No.-~------------ OSA or OSHPD #--'------------- Other ____________ .......,...:;._ _____ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION ~PECTION CHECKLIST _QSHPD VConcrete Cylinders ...L _ Rinf.: Rebar __ _ Ian & Specs . _OSA _Cement --_ Rinf.: W.W.F. ___ Clearances _specialty --'Mort~r Samples ~ _ Rinf.: Tendons ; _ Positions - _Mechanical _ Grout Samples Leone.: Mix #/psi sz;i/!i)()o _Sizes _Electrical _ Masonry Prisms· _ Cone.: Mix #/psi _ 1 _Laps _Roofing _ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __aoncrete _ Fireproofing --__ . Grout: Mix #/psi _ Consolidation ---JLMasonry _ Units (block or brick) ,.£Mortar: Type/p$i. 5/4,oo _ Mortar Batching ~truct Steel _ Asphalt Concrete --· _ Units: Block _ Electrode Storage _Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _ Pile Driving __ Reinf. Steel --_Steel _ Fireproofing _Steel --_H.S.Bolts _Waterproofing _H.S.Bolts ---_ Metal Decking _ Non-Destructive _Tendon (PT Strands) ~lectrodes /!E]'::)l .P _$oils Technician _. Other --_ Fireproofing _Batch Plant _Other _Other _ Corrective action required __ 1 _ Bolt Pull-Out _Other --_ Corrections completed REMARKS 7{%;JD/ri /2-23-?7 ,..,,A,#JT. 6U)() l:/j-2/ZO -1-iAINtl.NMGe 6UJ6 : SfWAG INJP£,Worf P/!IJU1£JU> 0;-1 /?~~,G.,yr o,,c ' . . f /!,{)Hcf.ME, ML>< # 5Zl, J '--::::3Q?C> f'J I Fol?. ~OU£ cfnetl' Ir f1bl'i11irlBH et. J 'Bill U)JIJy w11rt, O~ (;4 C}(PJ JIJI/UUJ. 6 Y Nl3,t4Dtl t JUJl'rN u /4.Ja fL/1-Gf:JJ 97-ZiZO -#J!'U/.IMCE f3t£_6 -: cffw,1r., . .1/JJ /J£c170H /'A:JUtlJIUJ Of-/ tUUIJlifv 01=- MW oH ~woJ Jr MCZrzANtlJlfa: llW'u /A1cµ/01AJv Mc~1/.fe, A-r J'OUT?f- cERTIF1cAr1ON OF COMPLIANCE: To the best of.our knowledge, all of the re.ported-work, unless otherwise noted, substantially complies with a~~~1r/ns, specifications and applicable sections.of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. 1NsPEcroR NAME t~J . R ~/J>-lt:,lgc e_MIWr 1fl CERT. NO._~---.:.---=~-~----------- PSl·B-900-170(1) !-21?<-~. ~./Y · __ lk -INSPECTOR SIGNATURE--1,ta~-~.-;.;...--$11A-... ~=----....:;::;;..-.~-~ DATE_L:.l2:::...·-_:Z::....i5.::.....-~-Y.:...,;?:.,__ __________ _ I · ·-. .'l••o•J. ·.P~~~~si~S:--~~:~~~i~, :1:~-~~stries, Inc. ~.-JI• Amen_can Engineering D1v1s1or1 . ·, . Page ~of...< . INSPECTION REPORT Project Name (per plans) _LE:6 __ O_~----,-.-'0~ _____________ tJ._~_f-_=J_O_za_L __ Inspection Date 17-21 zo Of.-6U/ UJIAfG. IAJ Inspector's Name--=~~=-=-'/::;._..:.......:..__£.L_.=-:....:.....:.._;,__;__---.:.. _ ___r..-=...~-=-...a..-- PSI B-900-171 Page_1_of_ · INSPECTION REPORT CLIENT LGJeo Ld ND DATE '2-n.-fs Architect_...!.L.1~--------------- Engineer MA:1L-n1: INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete :cylinders --__ OSA __ Cement -- be-" Specialty __ Mortar·Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms _ --__ Roofing __ Masonry Block --__ concrete __ Fireproofing --__ Masonry ___ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel ---- __ Waterproofing __ H.S. Bolts· -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) '-etzot,d;,Ui':> (Address) <ML<6M-O N REPORT NO, <2S"2 -ZQ"kD"?. Building Permit No. _____________ _ Plan File No, _____________ -'-___ _ Govt. Contract No.-----------'------ CSA or OSHPD #-------------- Other A;;;,,,,1,V S,;-'.!)Ulia~ mA111,;71,yA(£ e:.c:.z:, MATERIAL DESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Rebar _ Plan & Specs .--Rinf.: W.W.F. __ Clearances __ .Rinf.: Tendons _ Positions __ Cone.: Mix #/psi · _Sites ___ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi __ _ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts ___ Metal Decking ___ Electroqes __ Fireproofing ->c-Other ~ l:l.62!1. 2:;! .-_-Corrective action required __ IAJ~-:«::. .4~l't.S. __ Corrections completed D. r.. E:o .. <-- "[P A &'-tl a •"-lS •tkt <? f> <:5'J-. # ti 1 '5 -l 2 <.I ':t CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This repo_rt covers the locations of th!3 work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR SIGNATURE-1-..:::._-,..-L-~--+-""---.::~-- psI-e-soo-110{2J CERT. NO. _______________ _ • aeotechnical /J ·1 ElmroMtenfal Page_Lof_f • Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT _________ _ DATE Tu.ck,rt\b~ 3) ~ 1 q,~7 Architect ____ H_~=--~-· __ 8--"->TU..____O_..,/:-=o __ ff--,--___ _ Engineer hf Af_n N. $ DJ ,-t AJ Contractor Bif'J../ A/2..Ds INSPECTION MAT'L SAMPLiNG QTY _QSHPD _Concrete Cylinders _OSA _Cement _Specialty _ Mortar Samples -- _ Mechanical _ Grout Sampies -- _Electrical _ Masonry Prisms -- _Roofing _ Masonry Block _Concrete _ Fireproofing -·- __LMasonry _ Units (block or brick) _struct Steel _. Asphalt Concrete --· _ Prestress Cone _Roofing -·- _Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel --. _Waterproofing _H.S.Bolts --· _ Non-Destructive ___ tendon (PT Strands) -- _Soils Technician ___ Other -- _ Batch Plant _ . Other _Bolt Pull-Out _Other -- REMARKS 'jAJEJ}tl~ SOAY I z ... 31-'17 --SPwkL , fJ.SP£woN PROJECT (Name) LE60~IJ (Address)./ {£6C) f),e, f,41£ MO I C4. ? REPORTNO.. OSi-70U;z_ -//o,5 Building Permit No. ________________ _ Plan File No,-------~-------- Govt. Contract No.-----'------·-----'------ OSA or OSHPD #------'--------- Other.,...---,---------'------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ~Plan & Specs _ Rinf.: W.W.F. _ Clearances _. -. Rinf.: Tendons . -. _ Positions _ Cone.: Mix #/psi _·sizes., _ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi . _ Future Continuity #/psi _ Grout: Mix #/psi ¥JtoD _ Consolidation L Mortar: Type/psi _ Mortar Batching ·-.-Units: Block _. Electrode Storage _ 0nits: Brick _ Torque Applied _Steel- _ .. _ H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed I CMus /Jr( .f:,k,fr,SOUT7f I w rrH . CtJ w ,e Or-f/!.ff.Clf/0,Lf 70 Fr.) A-!JO i?/.A..rJ. ~-0~. 10 Cf) ~Ju -r1..r1/V • _ 1-fTl," ~ . Olf 0/-05-9{1. 97-)/Z;J CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, ·substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the· loca~ions of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME tlr@.l)J R, ~AN.£¥ z. ~·!//I--INSPECTOR SIGNATUR• ~ J4{/(/.,,_~ PSl·B-900-170(1) _ (;}.{/ad t'=-4(fz. CERT. NO._.::::;....:=.....;::..:.,..:;_;_ __________ _ PATE-'-;...;./~;..;,.··...,.;~.31_-.....:.f~?:...._ _______ _ • f f ~ • ~ .. ,' ·:~- REPORT OF DAILY Bl;JILT-UP ROOFiNG INSPECTION OWNER: Lego Land Estates, Inc. . PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: January 15, 1998, Thursday REPORT NO: 059-70202, 219-77044 (10) -c>--95 Areas worked:_M=a=in=te=na=n=c=e,-=B"-"u=il=d1=· n=0 ,_---'-----------'-----------,-----=-=----- -------------------------% Project Completed:. 75 Weather: cloud Temperature: 47 °F to Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: 6:30 AM to 4:00 PM 63 °F Cant Size: 2 11 Type of Drain: Smith Cricket size/slope: 1/211 per foot. Deck Type: plywood Clean: yes Dry:. . yes Slope:~l/'-'4'-11--l'p=er~fo=o=t--~--- Material Protection: On pallets? yes Covered?. yes Labeled? yes Dry? ~Y--=e=s ___ _ Base Ply: GS Glasbase Base Sheet, #25. .. Attachment: ~enco Staples & tape or l II sq. head nails Spacing: 1211 O.C. two rolls centerof sheet 911 O.C. onlaps Roof Ply Type: Flintglas Type IV and GMS RoH Roofing. Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method:_s=o=l=id=--h=o=t'--'m'-';". =op/ii<-· _______ _ Surfacing: Type:. none today Embedment: ___________ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#. :=M=B=F _______ _ Attachment Method: solid hot mop Fastener:. ~---~--Spacing: -------'------ Bitumen: Type: III Bulk shipment or carton? carton (EVT °F) Kettle Temp:. 9:00 a.m. 400 °F 11:30 . p.m. 500 Rooftop Temp.: ___ a.m. ___ °F ___ _,p.m. ____ 0P °F 2:00 p.m. 490 op __ p.m. _op Edge Metal Type: n/a Gauge: _______ _ Counter Flashing: Type: n/a Gauge: _______ _ Night Seal: ___,h=o=t'--"a"""sp~h=a=lt,,__ __ -'-'------------'------------- . Debris Removed: yes Penetrations Sealed: _y.;...;e=s'-· -~--Test Cut: _· """n""'o'----------- COMMENTS: 1. Installed cant strip southside of building, 3" at base of walls and 2" at base of skylight curbs .. This was fastened to deck with No. 6 nails, 12" O.C. 2. Installed tapered insulation at top side of two 5' x 5' skylights and two 4' x 8' skylights to dirvert water. 3. Covered all metal seismic straps with one ply of inverted roofing cap sheet. 4. Installed one ply of GS Glas Base over plywood deck. This was fastened to plywood with Senco Staples and tape or 1" square head nails. Set in mastic at drains. PSI INSPECTOR: Bill Davis Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 ..... ( --~ . ·-·...c:. .-.. ~b-'" -~· ,. "i,,' ;;i;,~.· r1:·. ·:--;..·· --~- r Tf?,-:.:· ~ l. ~---· .,, 1..., I tt~l,,~;ft: .. -~ . .. . . •-··· ~-.. ....... _. I REPORT OF DAILY BUILT-UP ROOFING iNSPECTION OWNER: Lego Land Estates, Inc. PROJECT:. Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuek Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: January 14, 1998, Wednesday REPORT NO: . 059-70202 , 219-77044 (9) ·-~ Areas worked: Maintenance Buildinf! ------------------------"----'--% Project Completed:_-'-70><-------~ Weather: cloud Temperature: 46 °F to 65 °F · Roofing foreman: Bill Sellon Crew Size: 5 .. Time Worked: 10:00 AM to 5:30 PM Cant Size: 2" Type of Drain: Smith Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: yes. Slope:..,._ -"'-1'-'/4,_"4p=ec:,_r-=-fo=o=t'---____ _ Material Protection: On pallets? yes: Covered? yes Labeled? yes Dry? _y~e=s ___ _ Base Ply: GS Glasbase Base Sheet, #2'5 Attachment: Senco Staples & tape or l" sq. head nails Spacing: 12" O.C._ two rolls center of sheet 9" O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method:____,s=o~li=d--"'h=o;.,:..t ..... m=o~P-------- Surfacing: Type: none today. Embedment=------'-------- Plashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#. :~M""'B~·F=------------ Attachment Method: solid hot mop Fastener: ___________ Spacing: ________ _ Bitumen: Type: III Bulk shipment or carton? carton (EVT 0P) Kettle Temp: 10:00 a.m. 400 °F 11:30. p.m. 480 Rooftop Temp.: __ ----'-a.m. ___ °F 11:35 p.in. 465 °F 3:00 p.m. 490 °P °F 3:05 p.m. 470 °F Edge Metal Type: n/a Gauge: _______ _ Counter Flashing: Type: n/a . Gauge: _______ _ Night Seal: ___,l=1o=t-"a~sp"'"'h=a=lt"------,-----'----~---~------'--------- Debris Removed: yes Penetrations Sealed: _y.;..;e=s'---___ Test Cut: --"n""'o _______ _ COMMENTS: I. The Roofer informed PSI at 8:30 A.M. that they are at the job site this morning and working. PSI inspector arrived at 10:00 A.M. Because of the morning dew, no hot work had been started. The roofer dried the roof surface and pre-cut the modified asphalt, mineral surfaced cap sheet headers for the-roof perimeters while waiting for the roof to dry. 2. Today's work consisted of the roofer applying the mineral surface cap sheet to the previously installed two plies of roofing ! membrane. The roofer machine applied the hot asphalt to the roof surface and flopped.'..in the cap sheet into the asphalt. The sides of the sheets were lapped three inches, and the ends six. The cap sheet was extended two inches above all cant strips. The roofer installed the composition base flashing to the outside walls and the wood curbs. 3. The second half of the roof is still to be complete. Eight areas of plywood decking were marked as having an 1/4" to 1/2" difference in elevation between the long joints of the boards. · These areas will have to be covered with a layer of the cap sheet strip to cushion the underside of the built-up roof. PSI INSPECTOR: Ro!!er Sketch Professional Service Industries, fnc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 REPORT OF DAILY BUILT-Uf ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: January 8, 1998, Thursday · REPORT NO: 059-70202, 219-77044 ( 8) -c9o23 Areas worked: Maintenance Building ----------~-----~------~ % Project Completed: 20 Weather: cloud Temperature: 40 °F to 65 °F Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: 6:30 AM to 5:00 PM Cant Size: 2 11 Type of Drain: Smith Cricket size/slope: 1/2 11 per foot Deck Type: plywood Clean: yes . Dry: yes· Slope:---=1_,_/4_,_11_p"'"'e=r_,£'""'0""'0-"-t _____ _ Material Protection: On pallets? . yes-Covered? yes Labeled? yes Dry? -Yz....:e=s ___ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: Senco Staples & tape or 111 sq. head nails Spacing: 12 11 O.C. two rolls center of sheet 911 O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method:---'s=o=1i=· d"-'h=o=t'-'m=op _______ _ Surfacing: Type: none today Embedment;...,..----------- Plashing Type: Plintlastic GMS/fl Modified Asphalt Spec.#.:=M=B=F~------- Attachment Method: none today Fastener: __. ______ Spacing: ________ _ Bitumen: Type: III Bulk shipment or carton? carton (EVT 0P) Kettle Temp: 9:00 a.m. 460 °F 11:30 p.m. 490 °F 2:00 p.m. 490 °P Rooftop Temp·.: 8:50 a.ID. 450 °F 11:20 p.tn. 480 op 1:50 p.m. 480 op Edge Metal Type: n/a Gauge: _______ _ Counter Flashing: Type: n/a Gauge: _______ _ Night Seal: hot asphalt . . Debris Removed: yes Penetrations Sealed: _y.;...;e=-=: s'---___ Test Cut: ---"n""o'---------- COMMENTS: 1. Covered metal seismic straps with one ply of inverted roofing cap sheet. 2. Installed 3" cant strip at base of walls and 2" cant strip at base of wood curbs. Fastened to deck with No. 6 nails, 12" on center. 3. Installed tapered insulation on top side of two skylights. 4. Installed over plywood deck one ply of GS Glasbase Base Sheet fastened with Senco Staples and l" square head nails. 5. Solid hot mop one ply of GS Flintglas Type IV over fastened base sheet with hand mop and felt machine. PSI INSPECTOR: Bill Davis Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 --1 , ff ~f f ~ • CC> ~ ~ C C 0 C, 0 Q ,,, . ------ I ---- I I [ f I i I :· (· -.,,. ---~ Cl 0 ·11 ~ t 0 0 ~ ' ~ REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards BrotMrs Construction SUPERINTENDENT'S NAME: Chuck ·Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: January 7, 1998, Wednesday REPORT NO: 059-70202 , 219-77044 ( 7) -62 ,Q_ Areas worked: Administration Buildin2: ________________________ % Project Co:m.pleted:_=80"------ Weather: partly cloudy Temperature: _4..,_,0'--_°F to 65 °F Roofing foreman: Bill Sellon Crew Size: 5 Time Worked:· 6:30 AM to----,----- Cant Size: 2" Type of Drain: Smith Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes . Dry: . yes Slope:--=-1'--'/4,__"4p=e""--r--""fo=o=t------ Material Protection: On pallets? yes Covered? --'---~ Labeled? yes Dry? yes · yes Base Ply: GS Glasbase Base Sheet, #25 Attachment: Senco Staples & tape or 1" sq. head nails Spacing: 12" O.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Plintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three AppUcation Method:---'s=o""-l~id"""'h"'"o"'"'t'""'m=op ____ -"--,---- Surfacing: Type: none today . . Embedme11t: __________ _ Flashing Type: Plintlastic GMS/fl Modified Asphalt Spec.#.:~M=B=P--'-------- Attachment Method: solid hot mop Fastener: ------"----'-Spacing: ________ _ Bitumen: Type: III . _ Bulk shipment or carton? · carton (EVT 0P) Kettle Temp: 7:00 a.m. 500 °F 10:00 p.m. 490 Rooftop Temp.: 6:50 a.m. 490 °P 9:50 p.m. 480 op 2:00 p.m. 500 op 1 :50 p.m. 490 op op Edge Metal Type: n/a Gauge: _______ _ Counter Flashing: Type: n/a Gauge: _______ _ Night Seal: __ _...,n,_,/a"'-----'----'-----------'------'------------ Debris Removed: ~Yµe=s _____ Penetrations Sealed:. ~y,__,e=s _____ Test Cut: ...,n=o,..__ _______ _ COMMENTS: 1. Solid hot mop one ply of GS Flintlastic GMS Modified over balance of GS one ply Type IV, approximately 40 squares. 2. Solid hot mop one ply of GS Flintlastic Modified flashing membrane directly to the concrete walls. Flashings at wood curbs consisted on one layer of GS Glas Base sheet nailed 12" o.c, followed by one ply of GS Flintlastic Modified with solid hot mop. 3. Fastened top of base flashing with 1" square he~d nails, 9" O.C. on wood surfaces and with 3/4" concrete nails on concrete walls with 1" round heads. PSI INSPECTOR: Bill Davis Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 I~ -p a ' ~ ,. \ _;g_o .. . {-~~-/· ': .. • .. ;'" ·,& ( j. ._··o,-.~, \ e . IFG-PL1+-Tfot1./r'- \ I \ f -:.;. \/ ·--~ .... 0 J I () C i r () 0 I 1 L ' I REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. · GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: January 6, 1998, Tuesday Areas worked: Administration Building . PROJECT: Lego Family ;park USA Cannon Road, Carlsbad, CA R,EPORT NO: 059-70202, 219-77044 ( 6) -6?~1 -------------------,-------% Project Completed:-'.------'7=5'-'-'%"------ Weather: clear and sunny Temperature: 40 °F to 65 °F Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: 6:30 AM to ___,5e..:.:0~0~PM=----- Cant Size: 2" Type of Drain: Smith Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: .. yes. . Dry: yes. Slope:__:.l,_/4,_"-iP"'"'e'°""r....,t~o~ot!:--___ -'--_ Material Protection: On pallets? yes Covered? ____ Labeled? yes Dry? yes yes Base Ply: GS Glasbase Base Sheet, #25 Attachment: ·senco Staples & tape or l" sq. head nails Spacing: 12" O.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three . Application Method:-'·s=o=l=id::.,..h=o=t'-'m=op _______ _ Surfacing: Type: none today Embedment: __________ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.:~M=B=F _______ _ Attachment Method: solid hot mop Fastener: · · Spacing: -------'---- Bitumen: Type: III . Bulk shipment or carton? carton (EVT °F) Kettle Temp: 9:00 a.m. 460 °F 11:30 p.m. 500 °F 2:00 p.m. 500 °F Rooftop Temp.: 8:50 a.m. 450 °F 11:20 p.m. 490 °F 1:50 p.m. 490 °F Edge Metal Type: n/a Gauge: _______ _ Counter Flashing: Type: none today Gauge: _______ _ Night Seal: ~n"->/a"'------'-----,--'---...,......---------'-----,.-----'------'--- Debris Removed: ~Y'--"e=s---~-,---Penetrations Sealed: ___ y.,_e=s'-----__ Test Cut: ---"""n""o ______ _ COMMENTS: 1. Loaded equipment on Maintenance Building while waiting for Administratio.n Building to dry. 2. Solid hot mop one ply of Poly Base Sheet around balance of penetrations and drains. 3. Primed balance of lead flashings and drain lead with asphalt primer and set in mastic over poly base sheet. 4. Solid hot mop one ply of GS Flintlastic GMS·Modified over completed one ply of Flintglas Type IV. Approximately 90 squares completed. PSI INSPECTOR: Bill Davis Professional Servfoe Industries, Inc., 350 ·s. Maple, Unit K, Corona, CA 91720, (909) 272-4230 .(,I~·-. 0 ;:·. 0 l ~ ;l i < ~ I I ( 'i \· -~ ,y 0 0 -\ ~ ._t-- ?s c;, ~ ~ l. ....0 ~ t) (.>, A: C-~Ltt-FK,P.IY'-f l .,;--. -~ ./ \ ·. . ,·, I ,/ . \i () .\ I I 0 i ' ~ '~ 0 -. -.. 9-J .. '~ a, 0 J I I, ... -~ ·, I ··-i l ' ,., I ' • I l I J A .c.-fi..,.H.,,,,.: [ .. ~· I . ···· 1 ' r I I I ; I· ! I ! t I J I ~ 7 ';)_ I ~ .1 i L ii ,! REPORT OJ? DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Scl}.neidet ROOFING CONTRACTOR: Hayden Roofing Company DATE: January 2, 1998, Friday Areas worked: Administration Buildimr PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA REPORT NO: 059-70202, 219-77044 ( 5) -~6 ---------------'----------'-'---% Project Completed: 65 Weather: overcast Temperature: 50 °P to 60 °P Roofing foreman: Bill Sellon Crew Size: 4 T1rne Worlced:. 6:30 AM to __,,8""':0"""0'-"A'""'M=c...· ___ _ Cant Size: 2 Type of Drain: Smith Cricket size/slope: 1/2 ti per foot Deck Type: plywood Clean: . yes. Dry: yes. Slope:----""l/:.....:4_tl-l'p=-e"-r =fo=o'"""t _____ _ Material Protection: 01i pallets?· yes . Covered? yes . . Labeled? yes Dry? yes Base Ply: GS Glasbase Base Sheet, #25 Attachment: Senco Staples & tape or 1 ti sq. head nails Spacing: 12tl O.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Flintglas Type IV and _GMS Roll Roofing Spe~ification No: GMS.,.2-3-III Modified Number of Piles: Three Application Method:'---·-,-"s=o=li=d--'"h=o-=-t =m=o-li'-P--------,---- Surfacing: Type: none today Embedment: ___ ---'--'-------- Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#. :=M=B=F _______ _ Attachment Method: none today Fastener: -----'-----Spacing: ------.,---- Bitumen: (EVT °F) Type: __ -=I=II=---~'--,-'----B.ulk shipment or carton? ---~ca=r-to=n~---- Kettle Temp: a.m. _____ °F --'---p.m. -~ __ 0P ___ p.m. __ 0P Rooftop Temp.: a.in._~_ °F ____ p.m. ____ 0P __ p.m. _ .. °F Edge Metal Type: -=n/"""a=---------,--"------------Gauge: _______ _ Counter Flashing: Type:-=no=1=1e"-· =to"'""d=a',,1-y-'-. -----------'--Gauge: _______ _ Night Seal: ----=n,..../a=---,-~-------'-------------~---------- Debris Removed: ~y'-"e=s---,---~Penettations Sealed: __ .____..y-=e=-s ___ Test Cut: _'""n=o~-------- COMMENTS: 1. Unloaded all trash made sure material and equipment was covered. Started to rain at 7:45. PSI INSPECTOR: Bill Davis Professional Service Industries, ll.}c., 350 -S. Maple,. Unit K, Corona, CA 91720, (909) 272-4230 1' - -1 r. ':-·:".°'~ J., .. f . ~-r· -"ft.·_: ·1·---:-·-'"t::i: ·.: .. J,•., .· ~--. ------~ - -t:,~ ..... 'ti\'~ --~i~~- I I I I \ \ \ I \ r frC-1'414in 1 \ 7 \ I \ I \ l \ I \ I \, 0 1 I I . -.h--~ .:-, ...... -:':.. ... ··. i.-t-I ·~ ._ , .. -- .._ 1 \ r . ... I L . -- I .:~ '*·· . ¾--· ·-.:---l } I \ \ I . ~k _: _ ,f$f, Y~-2>-i 'E-7 do' . ..;>, .. REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates·, Inc. GENERAL CONTRACTOR: Bernards Brothers Construttion SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROjECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: January 1, 1998, Thursday · REPORT NO: 059-70202 , _219-77044( 4) -,:,Q 19 Areas worked: .Administration Building ------------~------~-----% Project Compieted:_~65~---- Weather: clear and sunny Temperature: 50 °F to 75 °F Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: 6:30 AM · · to 4:30 PM Cant Size: 2 Type of Drain: Smith . Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes . Dry: yes Slope:~. -=1,..../4,...."--,lp""""e=-r .... £-=o=ot"--------- Material Protection: On pallets? yes Covered? yes Labeled? . yes Dry? _ yes Base Ply: GS Glasbase Base .Sheet, #25. Attachment: Senco Staples & tape or l" sq. head nails Spacing: 12" O.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS~'.2.-3-III Modified Number of Piles: Three Application Method: __ s~o=11=·d~h=o~t~m==,op _______ _ Surfacing: Type: Modified Asphalt . Embedment: asphalt Flashing Type: Flintlastic. GMS/fl Modified Asphalt Spec.#. ;=M=B=F _______ _ Attachment Method: none today Fastener: ---'--..,......--Spacing: ________ _ Bitumen: (EVT °F) Type: III . . Bulk shipment or carton? -----=c=ar'""to=n""------ Kettle Temp·: 10:00 a.m. 500 . °F . 1:00 p.m. ___,5;....:0""'--0_°F 3:00 p.m. 490°F Rooftop Temp.: 10:00 a.m. 490 °F 1:00 p.m. -~49~0~·_°F 3:00 p.m. 480°F Edge Metal Type: --"'n"--'/a=----------'----------Gauge: _______ _ Counter Flashing: Type:-=n'-'/a"'---~---'-------'---'-----'-'--' Gauge: _______ _ Night Seal: ---=n"'""/a=--~-----...c..,------'-------------------- Debris Removed: ___ y,,_e=s~ __ P.enetrations Sealed: ~Y ...... e=s ____ Test Cut: _ __,n=o"--------- COMMENTS: 1. Installed 2" cant strip at base of.walls, boxes arid roof hatch. Cant strip was fastened to deck with No. 6 nails, 12" on center. 2. Covered metal seismic straps with one ply of inverted cap she~t. 3. Installed tapered insulation at top edge of four skylights with hot asphalt. 4. Installed over plywood deck one ply of GS Glasbase base sheet, fastened to pl'.yWood deck with 1" Senco Staples or 1" square head nails. Set in mastic at drains. 5. Solid hot mop one ply of GS Flintglas ply sheet Type IV over fastened base sheet attached with hand mop and felt machine. 6. Primed concrete wall with asphalt primer. 7. Primed 9 pipe support leadjacks, 7 pipe jacks, and 3 drains all with asphalt primer. Set all in mastic over one ply of GS Polybase. 8. Solid hot mop one ply of Flintlastic Modified over one ply completed on December 30, 1997. Approximately 40 squares. PSI INSPECTOR: Bill Davis Professional Service Industries, Inc., 350 S. Maple, Unit K! Corona, CA 91720, (909) 272-4230 l ..,~,;, lefor1;'11tion ~~• -..ToBuzld On Engineering • Consulting • Testing REPORT OF CONCRETE: COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 09, 1998 OUR REPORT NO.:. 059-70202-658 FIELD DATA: LOCATION OF PLACEMENT ADMIN, AREA GPA M.ETER PAD PERMIT# 97-3312 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVE!;) IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 27, 1998 03:00 pm 5 1/2 64 76 May 28, 1998 PSI\ROLAND ROOT PREMIXED CONCRETE SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER ANP PROPORTIONS CEMENT. WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 243520 3011500 NOTE· APPLICABLE ASTM STANPARO~L~s..Pil:IIIBW!l).eJNOICAIEll:.SJ.UMP;_CllHOa· AIR CONTENT· C23j.91 b· TEMPERATURE· C106U6[93)· cAgPING· C1231-93 LABORATORY NUMBER 17065 17065 17065 17065 SPECIFICATIONS REMARKS: . . . COMPRESSiON TEST RESULTS ASTMC39-94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 06/03/98 B 28 06/24/98 ·c 28 06/24/98 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 76000 6.00 100000 6.00 100500 6.00 . Cylinders picked up by PSI X representative. · Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCQRDANCE WITH ASTM TECHNICIAN: ROLAND ROOT CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2690 Cone 28.27 3540 Cone 28.27 3560 Cone 3000 X Test results comply with applicable specifications. Test results do not comply·with C61C5f\if=oRMs Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD P~v~!°?.;;~· Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•200-4 (4)F DISTRICT'-t::;:~CE Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone-619/455-0544 • Fax 619/455-1170 CLIENT t-d:ft-,o Architect \-k:, V -. Engineer W!A-v2__:Q ~ Page_1_of_ INSPECTION REPORT --. PROJECT (Name) L-1,rr.;,-0 l dl'::'t> (Address) e .. +•h·z .. L .... ,t--A:£> w REPORT NO. ~ ~' :I 1:2::Z ~-,3.: -t // > Building Permit No. ~-'7 -52(Z.. Plan File No. - Govt. Contract No. OSA or OSHPD # - Contractor. ~!.:-D:l..n.! IA-L~ ~ ~ Yl..C-rl4--~-""'l'L;;;i Other ,q~tld, C:,d &a ,-'"'l'\-~~ ~ cl~ 5 Ld ~ Dl::a (:,ILA 1 INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders 2s::. Rinf.: Rebar r.\~l ~ -~--;t... Go ->:' Plan & Specs _OSA __ Cement __ Rinf.: W.W.F. ~ Clearances 2!...Specialty . ___ Mortar Samples---__ Rinf.: Tendons ~ Positions __ Mechanical __ GrQut Samples ---__ Cone.: Mix #/psi ~Sizes __ Electrical __ Masonry Prisms __ Cone.: Mix #/psi -->,c-Laps __ Roofing __ Masonry Blo9k --__ Cone.: Mix #/psi · _ Future Continuity #/psi L-Concrete __ Fireproofing --__ Grout: Mix #/psi __ Consolidation __ Masonry _____ Units (block or brick) --___ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete ---~ Units: Block __ Electrode Storage __ Prestress Cone __ Roofing ---___ Units: Brick _ Torque Applied __ Pile Driving __ Re1nf. Steel -----___ Steel __ Fireproofing ___ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --___ Metal Decking __ Non-Destructive _-_Tendon-(PT Strands) --__ Electrodes __ Soils Technician __ Other --__ Fireproofing . __ Batch Plant ___ Other --__ Qther-__ Corrective action required __ __ Bolt Pull-Out __ Other --__ Corrections completed -- REMARKS ) ...., ... '.P <ifLt1 Qt::,) p (2..Q\I \ C>C-.'"J:? -G:oYb---rlA-1.S:::-?\-::A C..l?":'rYT <;;,')",,,r: ~S:: CLkD N c;....o:x:z,..< I rvfu StHJ:£t..-A::::r thl:t~ A 'S> YY1 I rv 1S:rn---A::D p,~ lA-0---<:04 <+:,Ac;;, VYl -&'.l:::t~ s,.Ae:, ON ~ l'.2-<l4::C i:S-• ½-2 \ 'CH: *Y-@< \ s II 01 '-: li'J .. 2, I "-1.D N-H;:>l3,,,,Ltv t;2 :::s J:H:':G"'t.-lo&S C ~\L-l;;,-'S? b? l'.k -X?!O Qj)c-i):I...,., r">A--0-.. c;n.,1.;: J ~i#--rl DG:J t..A-r? :sf?wc <-a -~t1'--' P!&C..b~ ) A.,......"i? cD V S:>':14--A-LL-?Lt'\C..(;,'Y1dc~ A4{ Q\'2...5? \ lY b tp ~ . T"!2:R29l:1Ui: "y" !,, A t':''.'7 -,a _l.J,a(.,::){2...)C.... ?~..n'L-x_! .... d~ ~ -'7 I a ,::! ------... - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of. the-reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the·work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ 1::Cl:2. "'°' Y 'y.caTL,.~s., Q,..:) _ CERT. NO. OP-R,O<':i ~ '\ • ~~ ~-C~Mili DATE -=:, -,.:L.-:t ~ INSPECTOR SIGNATURE 12 (f PSl-8-900-170(2) ' Page..a.Lot-J- INSPECTION REPORT CLIENT ~l~n~ DATE /Dj ;2a /17 -I I Architect !lo rl( ' Engineer 7z18/lr1,v 4--d:JJtrn Contractor: '8/l&rHMt) 5 &-s-. INSPECTION MAT'LSAMPLING __ OSHPD __ Concrete Cylinders ~A yVI~ ,en iJ>-___ Cement _ Specialty ___ Mortar Sample$ __ Mechanical ___ Grout Sampies __ Electrical __ Masonry Prisms __ Roofing ·--Masonry Block __ concrete __ Fireproofing __ Masonry ___ Units (block or brick) __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing ___ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician -_._Other __ Batch Plant _._Other __ Bolt Pull-Out __ Other - QTY " -- ----- -- -- -- -- ---- ------ ----- ------ -- REMARKS AC,,' 7/Z. /Y) e.e.r; i.)(;. 4RaJl/f..D ,4r c5I rt; Fot< l /vtH.-r-1J? PROJECT (Name) , if..6D_LtttJo (Adaress) . /. L1ttao -~ . . CMa e,,,.a t11-. REPORT NO. os,_-/Jot?;cJ2--39 Building Permit No.----------------'--~ Plan File No. _______ ..;..._ _________ _ Goyt. Contraot No.---,-----,---------- OSA or OSHPD ~--------'------ Other----~----'------,.--~--'---- . MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar __ -__ Plan & Specs _ Ririf.: W.W.F. _ Clearances ___ Rinf.: Tendons __ Positions _ Cone.: Mix #/psi ___ Sizes _ Cone,: Mix #/psi _Laps --.-Cone.: Mix #7psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation _ Mortar: Type/p~i __ Mortar Batching_ __ Units: Block __ Electrode Storage _ Units: Brick _._ Torque Applied _Steel -. _H.S.Bolts _ Metal Deckjng _ Electrodes __ Fireproofing ____ Other. _ Corrective action required __ _ Corrections completed '1 I f@ClfDVtUiS 1 1RAC.K10$, 1 ]),Sl~ABUI'oYl 4 &++-"EDJu~,.,, • _ 7/m,£ -;l,} 01,::,n, n 'f,'o7)er, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless oth~rwise noted, s_ubstantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the iocations ,of the wqrk inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR NAME ~d.., Tu/Jr£rtf,.. _ ICP.>-o rJz 7 8'D CERT. NO. __ ___,_----'--------------------- INSPECTOR SIGNATURE ~'0.;=-9 PSI-B-900-170(2} DATE-'--l0~¼.;;_~--'-/2.a....,7f--------- S'IliOiO E Voice 310 4S3 0100 F..x 310 4S3 2os'2 Attention Alex Young From Christopher Rooney, AIA, Regarding Response tu struc..iural Que:.iions Memorandu1n Project Date .Project Number File Legoland Carlsbad, Inc. December 9, 1997 96:0634.00 Lid RECEIVED DEC - 9 1997 SEHNAROS BROS. INC Copies To Kirk Rose HOK/LA, G~ton Laguna HOK/LA, Kyoko Adachi HOK/LA, Mar.tin Zurauskas Lego, Bill Pridgen, T ,ego Alex, I discussed the design of the stom1 sewer piping at the refuse enclosure ~ith David Maghan of Rosenberg and Associates. He informs me that the 4" pipe at the under floor drainage system is more than adequate to handle the drainage of the approximately l JOO sf of exposed surface area on the.apron of the encloslire. The instaHation is acceptable with the 4" pipe_ Please have the inspector call me ifhe has any qliesti0ns. Sincerely, "' .+ September 19, 1997 Mr. Pat Kelly, City Inspector City of Carlsbad 2075 Las Palmas Carlsbad, California 92009-9859 Regarding: Certification of Inspectors for Concrete and Steel Services Proj Carlsbad, California PSI Project No. 059,. 70202 Gentlemen: Enclosed is the list of avajlable Inspectors for yout project per Kevin of Bernards Brothers Construction. We are making several Inspectors available with the understanding that in most instances the first or second names on the list will be at the job for the daily Inspectioi1 Services until the time you will be requiring a full-time Inspector. · Should you have any questions regarding this information, please contact me at your convenience. Respectfully submitted, Professional Service Industries, Inc. ~Ii-- District Manager Enclosed: Resumes cc: Kevin/Bernards Brothers . _j DJR:wlm Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 -CHARLES C. DAVIS Special Inspector EDUCATION Bachelor of Science, Morehead State University, Morehead "KY REGISTRATIONS/CERTIFICATIONS ICBO Certified Special Inspector: * Reinforced Concrete #36471 * Structural Masonry #5Z147 City of San Diego Deputy Inspector #499: Concrete I Masonry EXPERIENCE Mr. Davis brings over fifteen years experience in the construction field including special inspector laborer and carpenter. He currently performs concrete and masonry inspections for various commercial, military, government and residential projects. PROJECT EXPERIENCE • Del Cerro Reservoir Upgrade; San Diego, CA • Econo Lube N Tune; Chula Vista, CA m Fallbrook Public Utilities Main Office Expansion; Fallbrook, CA • Fitness Advantage, Carmel Mountain; San Diego, CA • Garden Homes; Oceanside, CA • Paradise Valley Hospital, Pediatrics; National City, CA • Payless Drug Store; Chula Vista, CA · • Pier 3 Upgrade, 32nd Street Naval Station; San Diego, CA • Pollution Abatement; San Diego, CA • Port of San Diego, Terminal Expansion; San Diego, CA • Santa Fe Depot; San Diego, CA • Scripps Aquarium, Gray Whale E2<:hibit; La Jolla, CA • Stuart Mesa Maintenance Facility; MCB Camp Pendleton, CA • Tierrasanta Community Pool; ·san Diego, CA • Un1versity of San Diego, Hughes C~nter; San Diego, CA • Vons #1.15; San Diego, CA lntern~tional Conference of Building Offi.cials CHARLES C DAVI CERTIFIED SPECIAL i REINFORCED 1991 EDITION •· UB , is CERT;F:E~ :n the category rtified pursuant :c successful completion or the ribed wtit':en examin"::cn. Expiration ca!e·· e_mber 4, t995 ,-.__ ,-I ' /-" • Ne. 36471 :..._ ,~_.,. _; . -~ , ::-~; ,--:; . Not vaiid unless sigr.ec :;'! ;e,:ifi:ot.e holder .. 1iic:1tio·n attests to cornoe!ent :,;,o-. .. ·/e-dce of codes ana ds. Applic:ibie experien~e s.':ou,c ;-;; · eerified by locai International ~-'. Conference of Building Officials \ CHARLES C DAVIS .8 I CERTIFIED SPECIAL INSPECTOR STRUCTURAL MASONRY · 1991 EDITION· UBC & UBC STANDARDS f The individual named hereon -is CERTIFIED in the category ~ shown, having been so certified pursuant to successful c9mpletion of the prescribed written examination. Expiration date: SeRtember 2), 1991 No. 52147 c_~,h /t:J ~ · Not valid unless signed by certificate holder. ICBO certification attests to competent knowledge of codes and standards. Applicaple expedence should be vedfied by local jurisdictions. Inter.national Conference of Building Officials CHARLES C DAVIS CERTIFIED SPECIAL INSPECTOR REINFORCED CONCRETE 1994 EDITION i.JBC & A·STM STANDARDS The individual named hereon._js CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed_ written examination. Expiration date: ~::_a4, 199~! No. 36471 . .. ~ e.~ N_ot valid unless signed by certificate holder. ICBO cert{ficatiqn attests co competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. -; ~.Iii ,t I :111;.,, : •... !Iii t~ INTERNATIONAL CONFERENCE of BUILDING OFFICIALS Cliarles C. Davis c.ERTIFIED SPECIAL INSPECTOR REINFORCED CONCRETE 'Ifie fotemationa{ Co11fere11ce of '.B11i{tfi11g Officia{s attests tliat the i111fivitf11a{ 11a111etf cm this certificate has satisfactori{y tfe111011stratetf k.1w1v{u{ge of the 'lluifomi '.B11iftfi11g Cotfe am{ npp{ic116{e itufustry sta,ufartfs 6y suceessfu{(y comp{eting tfie prescri6e,{ 1vrittw e;rµ11ii11atio11, 6nsetf ott the ecfitioti itt effect dt tfint time. 'JtVitnessetf by our ham{ Certificate']{~). 36471 Iss1w{ November 4, 1989 !Tor the fotematfo11MCcmferwce of '.B11ifcfo1g Officia{s r£t::t: .HI! :c, •. :en· ;m ~Ot :~m, i:: : ... $.lj,: '.tit INTERNATIONAL CONFERENCE of BUILDING OFFICIALS CHARLES C DA VIS CERTIFIED SPECIAL INSPECTOR STRUCTURAL MASONRY The I11tematio11al Conference of B11ildi1tg Officials attests that the illdividual named ou this certificate has satisfactorily de111011stratetl k11owledge of the Uniform B1filtli11g Code and applicable industry sta11dartls by s11ccessft1lly completing· the prescribed written examillatio111 based 011 the edit/011 i11 effect at that time; Wihtessetl l,y our haml Certificate No. 52147 Issued Septeml,er 21, 1991 For the I11tematio11al Co11fere11ce df Building Officials rg1:.1::: -~ .... ,,.._ .. . l' u~ •IL): :cl:,: DORRELL P. DUQUETTE Special Inspector REGISTRA TIONS/CERTIFICA !IONS ICBO Certified Speci9-l Inspector: * Reinforced Concrete #72780 * Structural Steel & \.Velding #68869 * Spray Applied Fireproofing #76909 City of San Diego Special Inspector #602: Concrete / Structural Steel / Fireproofing American Welding Society Certified Inspector No. 95030551 American Concrete Institute, Field Testing Technician -Grade 1 EXPERIENCE Mr. Duquette has over 15 years experience in the construction industry. He performs concrete, structural steel/welding and fireproofing inspections for commercial, government, military, and residential projects'. He has also perfonned Inspector of Record and Lead Inspector duties on several large construction projects. PROJECT EXPERIENCE • AMC Mission Valley 20-Plex Theater; San Diego, CA • Cal State San Marcos; San Marcos, CA • Central Plant; MCB Camp Pendleton, Oceanside • Challenger Junior High School; San Diego, CA • Cogeneration Plant; San Diego, CA · • Grossmont Union High School, Education Facility; San Diego, CA . • Justice Center; San Diego, CA • One America. Plaza; San Diego, CA • San Diego State University; San Diego, CA • Sony Corporation, Tenant Improvement; San Diego, CA • CITY OF SAN DIEGO - DEVELOPMENT SERVICES DEPARTMENT (492-5070) . . Special Inspector Identification r~,.. . ~ I , ' •. Certificate No. GOZ ; · \.. i' ·I , , ; t ·. Explr;tlon Date: _12 /31 /98 · · r Name: · !}ORRELL P DUQUETTE! 1· ..,_,,,__ ~ A. ,., /' :: I /: I li ;· i• i r I, ~: ,1 ··- Signature:t:-e"':l,.c.x..J( ~ SEE REVERSE SIDE FOR AUTHOR INSPECTION CATEGORIES DS-306 (Rev. 9-95) Thi$ ,nfonnation is av11ilable in ;1ttemaliva formals upon rPqur.:,I AMERICAN CONCRETE INSTITUTE This is lo certify that DORRELL DUQUE1TE 366724250 has demonstralcd knowledge and ability by successfully completing the ,\CI certification requirements and ls hereby recogni7.cd as an ACI CONCRETE FJELD TESTING TECHNICIAN -GRADE I Examiner: E. Bove <~flt Date: Expires: .June 29, 1996 .June 2001 ~HE AMERICAN WELDING SOCIETY V w11;,;:;'.';:,:'.:t11m Dorrell P. Duquette 11•·1 ·' ••• ,,:1' l' r I lf1"-• .,;. ~:·::,.-;:~~r,1,;" ~ ,, . ;i/[': ,~.1, -:,;;,! h,1, i OlnfJli,•d wirh rlir u•quiwm,•r1f,;, cir !,rclion C..1 of llu• AWS \l.uuJ,ud lor C}u,11itk.11ion ,uul Ct•1lilk.uin11 of Wt•lclihg 111,111•, •:7, l}C/·1111 s d ii~~-=-~·.·.~.r,-,;,.,;;r "'":~::~551 fgne ~IAws ---cCrtifw:31eNumbf,-;- \?(:::<:·.·.~ .. ? .· SI ned t[L l.:{i,,_ ·· g ----------··-····-· Chairman OAC Comm11!Pe March 1998 Expires 0;\lfl ....... ___ _ International ®. Conference of Building Officials ~ . DORRELL PATRICK DUQUETTE li/i1 CERTIFIED SPECIAL INSPECTOR • SPRAY-APPLIED FIREPROOFING 91 EDITIONS· UBC & UBC STANDARDS The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written oxamination. Expiration date: ov.ember 19,. 1-~97 No. 76909 ~~'~#~~V~~~.!::::.~~~~;:;:::;::::_ ot valid unless signed by ce ificate holder. /CBO certification attests to competent knowledge of r;odes and standards. Applicable experience should be verified by local jurisdictions. International Conference of Building Officials DORRELL PATRICK·DOQUETTE CE~TIFIED SPECIAL INSPECTOR REINFORCED CONCRETE 1994 Editions -UBC & ASTM Standards The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to success fl/I completion of the prescribed written examination. Expiration date: July ·, 2000 No.72780 a 1dunless signed b.V ertificate 110ldeL' ICBO certification aucsts to competent knowlqdge o codes and standards: Applicable experience should be verified by local jurisdictions. c:s O't,. . CJlv,C !119·11· ua ,, tl.lt!.>O .. -~ +->u·-~ · ,; w rou"-' < • ~~ Ou:::l~( ~ oO t!.>Vl,- VI o::zu£oE ro~OOO _s!:: ~ ,_.,_.,__,z Ct!.> uwuw-oro •-::,Ill:,. 9 !:!:! :::l C tl:oo.?-!:!:: :'.!~O O::,VIO::, I-:::l...., o~zm ffi a:co Ob,::_,c(:_; U'O ;:N s::ur:t...10:: .!!!.~TI • •-ii2ul:tl~ c!!:: IU 'Ot-Wt--o\=8 ;::c(O.VIZ ~ IU lJ :l o..VI ...I::) QI U .,, oo...aoc:t • .co.~ ... ..... m~~z 'O ~ oJl -00::11.:JO t!.>(l)a,Cll ro o::i=t-i= Ew.cu. S:: Cl>oo::u-ro.o...., .. 0 l,,Cj 111 ~ fil .:: i:Jl4-·-S:: ui--rocO . ....,c:.~ _.., u,,:r::i--c'O oo~ C1:1 ~ ~:g-~ocmz'iil ~ S::-Cl> t:"·~.c,:;olO .go; :i.....,_ ' u -~P CIO 'i;:.!!! Q) ..-C !;; o;ro CIO o,.O ..., ... ·-> E·= w u rl c O t!.>o· o. . os-:: _u .c.cox .o <Xia. a. f-v,UW Z °::!-1; il/!·~"l:"·'i · .. ,.-.-~{§1:.· ·: J;'-" .. '·o·u, -.. t ~-~ ;: .. ·. . ~·~j~C. ~-t:· .. •'d• "',',; -~!"\.ct•'•', ··1, l';~'i) ' { . '.,.,· ! t , :(.r ;"g •. ~-, ~i;; a1 ~ :;r~; . !~,!, J,,,.,. h: '6,(; ~~,1,,·· itl. •i.OJ r~,-• .... ~··· ' it i•;" 1 1t ~ .. ., f,,.,. · ts·~· i'~ .' ... 11115·/' ~flea •. .. ' ? • • ~ ,• ' : ·: f.l '. 'i; •J:ft· ll ~ ;~·iii t"'Cl.l lf•::, § ·; 11 ~ODDO '':!! a ~ a: 0 ..J (/) z !H z 8~o oCI)~. W~o ~fl:1~g O:Z1-ou. ~~0(1)::)Q. o ~w f!: lli 0 Cl> 0 ~08_0 CARLOS R. HERNANDEZ Special Inspector EDUCATION Bachelor of Science, Civil Engineering, Instittite of Technology, Tijuana, 1984 REGISTRA. TIONS/CERTIFICATIONS Office of Statewide Health Planning and Development (OSHPD) Inspector#: A-010788 I CBO Certified Special Inspector: * Reinforced Concrete #34395 * Structural Masonry Inspection #33257 * Structural Steel & Welding #62909 * Spray Applied Fireproofing #75576 * Prestressed Concrete #81713 City of San Diego Special Inspector #482: Concrete / Prestresse<;l Concrete / Masonry I Structural Steel I Fireproofing American Concrete Institute, Field Testing Technician -Grade 1 Nuclear Gauge Operator & Safety Training (Pacific Nuclear Technology Co) EXPERIENCE Carlos has served as the Lead Inspector on many large scale projects. Be performs concrete, masonry, structural steel/welding and fireproofing inspections for cotnmercial, government, military, and residential projects. He also performs field sampling and testing on soils and concrete. Mr. Hernandez also brings the unique benefit of being bilingual ( english/spanish). PROJECT EXPERIENCE • The Aventine; La Jolla, CA • California Center for the Performing Arts; Escondido, CA • Costa Verde; La Jolla, CA • Hawthorne Center; San Diego, CA • Hilton; La Jolla, CA • Horton 4th Avenue; San Diego, CA • La Jolla Village Towers; La Jolla, CA • Loew' s Coronado Bay Resort; Coronado, CA • Mary Birch Center for Women (Sharp Memorial Hospital); San Diego, CA • Otay Border Crossing; San Diego, CA • Pacific Regents; La Jolla, CA • Polinsky Child Center; San Diego, CA • San Marcos Town Centre; San Marcos, CA • San Diego Mormon Temple; La Jolla, CA· • Sheraton Grande; Torrey Pines, CA • Silvercrest Senior Apartments; San Diego, CA • Tanabe Research Laboratory; San Diego,. CA • The Villas of Renaissance; La Jolla, CA International Conference of Building Officials CARLOS .RAMIREZ HERNAND CERTIFIED SPECIAL INSPECTOR SPRAY-APPLIED FIREPROOFING 91 EDITIONS·· UBC & use STANDARDS The· individual named hereon is CERTIFIED in the category shown, having been so certified pursyant to successfu~l/i 0 1 completion of the prescribed ittegtexamina~ion.,-r/ / Expiration date: ~ ./.\ 99:P'.. . / /1 / No. 7?576 / ~· :/) ffi~ff £.v~:f ~ N'ot valid vnless signed by:Certifica_;eJ161der. /CBO certification attests to!' competer;( knol'(ledge of ,codes and standards. App/icaqle experience should be verified qy focal jurisdictions. CITY OF SAN DIEGO BUILDING l~-~lHi'.CTlO l .DEPARTj\ifE~ .. The Beare: of this Certificate is Authorized t~ P~r- !orm Special l~spectic:m in The City of San Diego m_ the Categones_ Indicated Below in Accordance with the Regula~1ons of this Jlepartnient.··'·\t .. ··: _ · _. :_ --f -.. ~/~:;{~~;·)J>)· .. ~µj.(J()lr~, J . O,JRECTOR, BU_!r6:G INS~~CTION OEP:°. ~pONCRETE l!l _E'.ut.i!,1-!'2,04'1'JjJ4', [!f ~ASONRY O · .. . · (ff 8RESTRESSED CONCRETE 0 IB'sTRUCTURAL STEEL 0 0 DEEP FOUNDATIONS O ------.-.-. - ---·-·-· ·------··----- :}JY:i .,; . .s,·,.i ~ ·;,.,;~ ...,.,._ ........ ;;..~o,~,c,~~~,-\k...,...i,,1...,;1'.-~.i-.. '1'•~~)-,.~~~. International • Conference of Building Officials CARLOS RAMIREZ HERNANDEZ -~ CERTIFIED SPECIAL INSPECTOR REINFORCED CONCRETE 1994 EDITION UBC & ASTM STANDARDS The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination. Expiration date: July 15, 1998 No.34395 Nofvalid unless signed by certificate hoider. ICBO cerrificarion attests to competent knowledge of codes and st[!ndards. Applicable experience sho1,1(d be verified by focal jurisdictions. '"-.. : ' ~ .: ? ..... ;. ·-~_: . • ~•I • • : -.:,, . -~. . . , .:'r ·!: ,•' -.; . ·-:,, -~->: . ·.: . : :·_:_, t _:·./.y .. ·.))•,:· '-;,1, • ::=,::{_·:"'.'.:.: . . . ,';.,. , .. .. ' . . .. '.·. . ,···.\ . '"•' ·_.;• ·. . . /-:·.:·::/'..; ·_:{ .. r:: -:t..-: · ~ ~. . ft?1} .< -!~.>;;i: ·. ,_! ' .. ·." :·· . ,~:. i'' . ···.·-: ::' : . ' . . ..... . ,. · ... : .. ~ ~ ''t_ ~ :· ·~ , ,· .• '\ • ..... .· ~-·; (:· . : ....... . ·.': t~ ~ ·,. ~ '• ,. ~-:·> . :::: ::~ :~.:.::·f:.:· . · .. ·. •' •:• . /":··.;_·, ,·:·:·-.• } •. ,, , ... :· ,: . .• ., ... '•:' ... ~ :,. ?\ :',~!lift' .;.:i;:.:'.JJ;\ .. . :-.... -:~--::· ---~t.-:-:-:_~:: ~---·.:-·:-:-:,.... . . : . ···.· .· .~ .. · .. · .. · ... · ..... ·.·-: ·-:. r .. :.: : . · ... · ;. _._ ... International Conference of Building Officials CARLOS RAMIREZ HERNANDEZ CERTIFIED SPECIAL INSPECTOR PRESTRESSED CONCRETE 1994 EDITiONS • use & ASTM STANDARDS The individual named hereon .is CERTIFIED in the category shown, having ·been so certified pursua t to successful completion of the pr ribed 'tten amination. Expiration date: M 3, 1 ·•···· No.81713 &:'S'/~~'7:":IF.:::=~,/7'i~A~;{6 ~~.,..JJ,! 1 ,;~; ~:-~;,;;~it}:!!I~:~:~~~;;:~:;;;:;!~:'.;:::,,~~~-,:,~;~~~,~~~~~~;::.:~=~:~::~:~::::Jf ~;: :51'. ·; International Conference ot Building Offlcials CARLOS RAMIREZ HERNANDEZ CERTIFIED SPECIAL INSPECT STRUCTURAL MASON 1991 EDITION • use .S. UB ANOARDS The individual named hereon is shown, having be9r\ ao eettl completion. of the preser' Expiration date: .Ma , 1 No.33257 International • Conference of Building Officials CARLOS RAMI_REZ HERNANDEZ ~ CERTIFIED SPECIAL INSPECTOR STRUCTURAL STEEL AND WELOING 1991 EDITION· UBC ~ UBC STANQARDS AMERICAN CONCRETE Il\'STITUTE This is t<> certifr that Carlos R. Her-nsndez 622-12-9458 h~f d(n1onstn~ knowlt,:lg:.and 2t>ilit~ by rnc.:cHf111lv · c-omplc-t1nc the AC! writtc11 Jnd pc-rfor,n;in<·.-(oniin;Hi~n., •ud is htr<'by rc:-,'ogn1t.cd ~. ~n ,\Cl CONCRETE r'Ir:L.D TESTl.'lG Tr:CBNIClAN-'-·CR.'\DE I l-:zJminer B • FJ O yd D,1c ____ J ___ 2._-__ 9_---=8c..:9 ___ -,--__ _ (Jl}ffice of ~tafefuide __ ~~~liq. <JianniJ1B and ~cuelopn1e11t .. ~.( -:<'~----_; \ -;_ ;i r ___ . --.. -1e.:, THIS IS TO CERTIFY THAT. PURSUANT TO THE· PROVISIONS OF .~1-~)·\:: r.· .. ·: •• '~~~··' · ·\· .--~~ .'-.. 1·! ~-~ ·' ,· .. : ·': .;r. \'1 , . ./ ···' ~ ' ... ,, r~~- THE HOSPITAL' SEISMIC·SAFETY ACT OF 1980 _.,,t·. ~ .. ·; : ,.,·~ ... . . ' :~ :! .. ,.· ·: ' t • \ \, t'~ ,,.\ :: • .. '-.\ ',! :"!' [;.:>_.:· ''.'>(•.: . ··:·. ·.,-_·.' : ... ·.. /! ,,. _(_.:' ·· / -::,:/,'.·. ·.,_·-.. ,..·,_ ir. diflt! ftgj~te~ed· tt~\»\:.: . :>) ;, .,.,, 1> · , : «ftmiii ~! 1 ( :; '\ •• ·,: :i · ·.' .'· i: t • ·' .... . .. , ·· Qtor.tMmdhiu ·~J;t~JlrdP.r · '. ', . : for ~ruHlt fociliii~i'S "i1u Jl1c· :_.;',\:-. 1 • ;!0iuisioit o(jttcilHi c!fleilif~pnietd ~hit'~imtncittB ' .• AND ·IS ENTITLED TO ALL THE RIGl-lTS_.ANb ·pniVILEGES CONFERRED IN SAID ACT . . :'.] REGISTRATION NO. r Jil-010788 'w1tNEss oUR fJAND AND sEA':,jljflf · e[eventli · . .. .... . .. vJJk Q ~-, ll 7//1 STATEWIDE CONSTRUCTION CHIEF iill\ ,, . ! ill: ,, I m· ,; l t j • ! ,'! _i •11, lll• i,i ,, ! ,. ' ·'i· ! 11 ! 11~ W: II~ ;m I lNTERNATIO:N-AL CONl~ER:ENCE 0.1· BUILJ)ING OFl~ICIALS Carlos I?. a,,.zie rz .II e 1·11a·ntlez Clll?.TIFIED SPECI11.L .INSJJEC1~0R 1?.ElNFORCED CONC.l?.111;.li rrne fo tenrnl io11a{ Ctmferettce of 11311ift(i,,._q Offic:in(s .at tests l ft,11 t.fte-i11,fh,itf11a( 11n111etf 011 tft is CUI !Jfrate fins snti~(octorily de111011stmtu( fiJ1011Jfet(ffe of tfte 'll11ifor111 ~LJ11iftfi11!] Cotfe m11( app(icn{,{e illtf11st1y stt111dim(s /iy succ:essf,d(y compfet.il'.!] Jfte prescri6etf 111rit1w -e;w111illntio11, "'\,~ /iasetf 011 tlie etfitio11 in effect. 11/. tf111t time. 'H'it11e.sse,( 6y our lio,,tf Certijtr:ote'.1/c,,. J,1395 tss1m{ .July-15, 1989 :for t.fte fo,ten1t1tio1111{ Co1,ji!re1,ce of 11.J11iMi11!_l Offii:io(r; rµJ/ £ !::!:: -111 i ,u,: ~l~f uMuc£v~u.l!ui~i!i!u2\!.1!\JS!Ll£V!lU!i!V!i!ll2b2D2u5!u£0-!cD.l!u2-v2i1ITTv2u5!v!l!u205!v.l!u5!TT.5!v~u!l!u~vi6wRi2CJ~~S!u!i!u£ri2v!l!~?-2u5!ra~)£!9.'i!\12v2v21-.1S!si2~1s!u2g2v2vNJ21:!!!l2£\J5!L7!\]£1.;1~H :,,,~ :tJ11 INTERNATIONAL CONFERENCE of BUILDING OFFICIALS CARLOS RAMIREZ HERNANDEZ CERTIFIED S-PECIAL INSPECTOR PRESTRESSED CONCRE·TE Tire International Conference of 1)11ildi11g Officials attests that tlte individual named 011 I/tis certifzcate Ttas satisfactorily de111011strated knowledge of tlte Uttifomt Building Code and applicable i11dust-r11 standards by successfully co111pleti11$ ~Tte 11rescribed writte11 examimttio11, based 011 the editiott itt effect at tltat time. Witnessed by our Ttand Certificat·e No. 81713 Issued lviay 13, 1995 For the Internatio11al Cottfere11ce of Buildittg Officials f~~ President ., .. r-tt'tT,.,..t--;-Mr,l"l't.:.,•r;, -f""! .,.-l"frlflTr"Tt"BMt'T"'11""'m,'',m"1f'!t'·t'l"!f-' • ,., i11~ \l,: ~ .~: ~ ,; .l ,: , 1IH: Hw •111: H~ !II! 'c ,, !II:, ~ ' ·11· I l I IN.TEl{NA TIONAI_J CONFl~RENC~E 0.1· 13UII_Jl)l.NG Ol~l~ICIAT-1S Carlos l?.aniirez II er11a11{lez CEllTIFIED SJ>ECJAL INSPEC1_,0ll S1_,R U·CTUll1il_, Jl(/1.lSONRY rJJie Jil(ema1io1111{ C,mfereuce of 'll11ift(irrg Officiafs auests tfiat tfie intfi11itf11a{ 11a111u{ 011 1/iis cert.ific:ate .fias .satisfactori(y tfe111011~tmtetf k.]wnJfediJe of tfie 'llllij,m11 1.Bilifi(i11g Cotfe n,u{ nppficn[,fe ill{fustry sta11,fards [,y s11ccessf11f{y compfetiflg Ifie prrscri6et{ 111ri1-tett e;n1tt1i11ati0111 6asetf 011 tfie t'.1fitio11 ill effei:( at tf111t time. 'JYitmssetf 6y m1r fim1tf Catificate :A[!,. 33257 T.rnwf May 1.3, 1989 , !Tor tfie li1tentt1tio1111f Co11fere11ce of 1B11ififot...ff Offida(s )' -,,, i i l :111 1· ) l 'Iii ';! !~, . i• l )' i:-, : ;, \~i: ' : i ~n~£dLv v' ~l'resitfm t \I\ _ ------------------------_ _ -_ _ _ _ _ --_ _ ___ -~ __ t . v~u202uit1fo2v~v2v2i12v2~J2\!5!V~\]5fi:.?2~{5!\j£V~1J~vrivm.i2vsi~~~siti£v~·v5!v2u2~i2ugv2v2~J5J!j5!U5!U5!V!!!U2U!2lJ5!US!i12~j12iJ!J!V5!U!!!V5!1.l5!t'~~J2Y:~~J!21}!2IJ):Vl!i.!2u2(1E!U~\_;!2~rn~12vkd11Hus/H -~j : ): .l I 1ui, \ f rc.~\;_ ·'' 4 '! \ :t11: INTERNATIONAL CONFERENCE of BUILDING OFFICIALS CARLOS RAMIREZ IIERNANDEZ CERTIFIED SPECIAL INSPECTOR STRUCTURAL STEEL AND WELDING ' ' 111e Jiltemational Collference of Btdlding Officials attests that .the indil'i<iual named on this certificate has s,1tisfactorily demo11strated knowledge of the Unifom, Building Code a11d applicable industry st(llUlards by successfully completiug tire prescribed written examination, based Oil the editio11 i11 effect at that time~ Witnessed by our ]zaml Certificate No. 62909 Issued November 1.1, 1993 For the Intematio11al Conference of Building Officials f:::..P- l~D ,· 1 :lh: ;]r~ . ij ~H'l :,,~ 'Ii: INTERNATIONAL CONFERENCE of BUILDING OFFICIALS CARLOS RAMIREZ HERNANDEZ CERTIFIED SPECIAL INSPECTOR. S-PRAY-APPLIED FIREPROOFING The l1ttematio11al Conference of Building Officials attests that tlte ittdividual named on. this certificate Juts satisfactorily demonstrated knowledge of the Unifon11 Building Code and applicable industry standards by successfully completing the prescribed written examination, based on the edition in effect at that time~ Witnessed by Qur hand Certificate No. 75576 issued October 15, 1994 For the I11temational Co11fere11ce of Building Officials ... ,: 116 I ,: l' ... ,: >:•· , lt'i ·--.,: ;/.~ .. ·:: . __ _____ Prcsidc11t . 11 ~ ... ,: i~~~.9:!t!?~-~-\JJ;!l;,Jm:,;~.Q\7,!;!.l-.'.E~'/~~1/..!t~<!l!.l;,!!;!}!_g_v~,t,~g~_gg_g!l!g-5!J"J-N.is.\l~~g~!j!~!l!U-!.S,_I.~g~.g.2-\J.~U~~Jgq:g .. ~JE!_g,gvg,v.BJ2'?-!r>,J~-W~.IB!.J:2!t:g§1@~Mg£.gg,~.g_!~-V-P 1i DATE: August 6, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97 .. l456 PROJECT ADDRESS: LegoLand EsGn Co-rporatlon Professional Plan ~view 'F.ngineers SET: III PROJECT NAME: Five "Administrative" Buildings ~ANT ~ 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Note: Plans hand-catried by applicant. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicaht contact person. D The applicant's copy of the check ·list has been sent to: D Esgil Corporation staff did not advise the-applicant that the plan check has been completed. ~ Esgil Corporation staff did ac;ivise the applicant that the plan check has been completed. Person contacted: Lance !..areau Telephone#: appt. \A J Date contacted: 8/6/97 (by: kc) Fax #: Jr Mail Telephone Fax In Person (0 ~ REMARKS: 1. The details shown in the 8½" x 11" Detail Book are of the plans, and thus each sheet in the Book must be signed/sealed by the architect. City staff should review the special inspectioh "program" required by UBC Sec, 106.3.5. . The de$i'gner stated that the City would allow the listing of hazardous materials to be provided later. Please verify this is acceptable. By: Kurt Culver Esgil Corporation 0 GA O CM O EJ O PC log Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: July 21, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-1456 PROJECT ADDRESS: Legoland EsGil Corporation Professionaf Pfan !l{.eview 'Engineers ·, SET:11 ' PROJECT NAME: Five "4dm,inistrative" l3uildings D APPLICANT ~ D PL,.\N REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substanti.ally comply with the jurisdiction's building codes. D The plans transmitted herewith will S':Jbstantially comply With the jurisdiction's building codes when minor deficiencies identified 'below are resolved i:lrid checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted .h~rewith is, for your information. The plans are being held at Esgil Corporation until corrected plans ,are submitted for recheck. . . D The applicant's copy of the ~heck list is enclosed for the Jurisdiction to forward to the applicant contact person. · ~ The applicant's copy of the check list ha$ .been sent to: faxed to Kyoko· Adachi w/ HOK Architecture (310) 453-2052 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#,: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Enclosures: Esgil Corporation I • . D PC 7/t0/97 D GA DCM D EJ trnsmtl.dot . -. - 9320 Chesapeake Drive, Su#e 208 + San Diego, California 92123 + (619) 560-1~68 + Fax (619) 560-1576 Carlsbad 97-1456 II July 21, 1997 RECHECK PLAN CORRECTION L,'IST JURISDICTION: Carlsbad PROJECT ADDRESS: Legoland DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/10/97 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-1456 $ET: II. DATE RECHECK COMPLETED: July 21, 1997 This plan review is limited to the technical requirements contain~d in the Uniform s·uilding Code, Uniform Plumbihg Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does .not permit the violation of any state, county or city law. --. 7"1"· «-·,:.......----.-..-......-.... ~-.1"-, ~· ... ...,,--,, .. -~--';...,.... ----.._. ~---------· -·-·-~---........ ·--· .. ,... '._, ... , .. =-,-... ~-.• •.>c --• --....--------? ·--....... , .. ..,_ __ .. --- Carlsbad 97-1456 II July 21, 1997 A Please make all corrections. on the original tracings, as requested in the correction list. Submit three sets of plans for.commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans _and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad-Planning, Engineering and Fire Departments. · 2. Bring one corrected· set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 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. · B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction oh this sheet has be·en made and return this sheet with the revised plans. C. The following items have. not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the p·lans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located -on the ,plans. Have changes been ma~e not resulting. from this list? DYes CJNo Carlsbad 97-1456 II July 21, 1997 2. Each sheet of the plans must be signed/sealed. 9. A Please submit a separate exit analysis for sheet A205. This analysis may be on an 8½" x 11" paper, and should show the occupant loads in th·e various areas, along with the general exit paths. · B. Where is the door schedule? 11. Using 33 ft. 2/occupant (per Table 10-A), two exits are required for the storage area. 25. Please complgte the special inspection program. 27. Please add to the list of deferred submittal items the storefront framing and any other portions not specifi~ally .detailed on these plans. 36. (b) Where is the structural detail for the guardrail connection? (c) yVhere do the plans show the 4" opeAing limitation? 37. From the referenced list: 1. If site stairs ate provided for persons t0 access other bu-ildings, those same paths of travel must be accessible for whe~lchair users (i.e., ramps are required). 2. Please clarify the path for the disabled all the way to the street. 12. Where on the plans are the curb ramp details? 16. The shower drains must be within 6" of the rear wall of the shower. 39. See the following sheets for the outstanding PME corrections. 41. (b) "fhis was not done. 42. The curb there will prevent wheelchair access. Please Justify this. 43. Please provfde the requested listing, or obtain the City's approval to submi't this :later. · If you have any questions, please contact Kurt Culver of Esgil Corporation at · (619) 560-1468. -Thank you. Carlsbad 97-1456 II July 21, 1997 + PLUMBING, MECHANICAL AND· ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek • PLUMBING (1984 UNIFORM PLUMBING CODE) 4. Provide gas line plans and cal~ulations, showing gas pressures, gas meter location, pipe lengths and gas dem~nds for each gas system: UPC Section 1217. 0 No sheet .P101 included in ·set, I could not find the gas calculations in any of the sets. 11. Detail shower .drain 48 inches minimum from threshold at entry into the shower stall for whe.el chair access. UPC Section 410.3. Also drain must be 6 inches maximum from rear shower stall wall in wheelchair accessible showers. Details · are not changed. New. Show how reclaimed water system complies. with UPC, Section 603.3.11. Show signs at outlets and detail p'iping identification. • MECHANICAL (1994 UNIFORM MEC_HANICAL CODE) 13. The mechanical plans are incomplete, fcx the Administration Building. The Administration Building_ does contain fire-rated corridors. Fire rated corridors are not to be used ~o convey air to or from rooms. UMC Section 601.1.1 Show the installation of fire/smoke dampers for the corridors. · 17. Provide smoke detectio.n in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. I could not find the detaii. Clearly note on the plans that a dust collection system is not a part of this permit but will be permitted under a separate permit at a later date (or provide the specifications requested -below) 21. Oetail dust ·collection system compliance with UMC Chapter$ 5 & 6. A. Clearly show.the type of dust being collected. B. Detail the required make-up air as per UMC, Section 505.6. C. Detail ttie _ exhaust outlet clearances as per UMC, Section 609.10. D. exhaust duct material an9 gage used for each duct size. See UMC, Table 5-8. E. Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the bvilding without entering other spaces,· UMC, Section 505.1. · Carlsbad 97-1456 II July 21, 1997 F. Detail minimum duct conveying-velocities as per UMC, -Section 505.4 and Tabl.e 5-A. G. Detail duct cleanouts as per'UMC, Section 609.4. H. Detail required explosioh venting of dust collections systems as per UMC, Section 609.5 · · I. Detail duct support as.,.p~r UMC, Secti.on 609.6. J. Detail clearances from combustibles as per UMC, Section 609.8. K. Detail protection from physical damage as per UMC, Section 609.9. • ENERGY CONSERVATION 24. Provide plans, calculations and worksheets to show compliance with current energy standards. No energy designs for the 163 square foot conditioned Security Booth, 286 square foot conditioned Gardening Room in the Gardening Shed, and the about 11,400 square foot conditioned area in the Maintenance and Storage Building, and no lighting energy designs-of any type provided. · 25. The· sheet A 103 show th~ total building area for the Administration Building is only 25,300 square feet. The envelope and mechanical energy designs show the conditioned floor·area to be 25,600 square feet. Please correct. 27. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 (d).How does the "Lumen Maintenance Control" comply with the shut- off control. requirement? 29. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title .24, Part 6, Section 131 (c).Daylit areas and bi-level control are twQ separate issues. · · 32. The corrected, completed and signed ENV-t, LTG-1; and MECH-1 forms for each building, must be imprinted on the plans. Note: If you have any qt.Je~tions regardi_ng. this plan review.list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items h~ve been addressed on the plans. Carlsbad 97-1456 II July 21, 1997 + ELECTRICAl-PLAN REVIEW + 1993 NEC + PLAN REVIEWER: Eric Jensen The sheets referenced for the corr.ection responses: P100-00-E104 & A 111- 03-E201 were not submitte'ct :yvith the plans for the recheck. (High Voltage" heading) · High Voltage (Over 600. volts) 34. If the high voltage (over 600 volt) distribution system is privately-owned (non- Utility) detail the following on the electric~! plans: Note:· Many of the California high voltage (over 600 volt) requirements are mandated and enforced by "DOSH" (Division of O~cupational Safety c;lnd Health). "DOSH" is a State.Agency Whose requirements the local jurisdiction's Building Department is not responsible to plan checl< or enforce. A Compliance with CEC Article 71 O for underground feeders: provide a trench detail $hawing the required depth, conduit type, shading material, and the required raceway seal. · . B. Detail the installations of the manholes throughout the park: -Include size, access, clearances, drainage, and ventilation. C. Specify the minimum clear distance required between switchboards "SSI" and "MSS" on the floor plan. · D. Detail the grounding system used at all high voltage equipment. Emergency System 35. The emergency system (if a true emergency system as defined in Article 700) must be kept entirely independent from all other wiring. If the emergency lighting for the administration building is supplied by ELPI, non-emergency loads would not be permitted upon this "system" (ATS-2) such as transformer TX2A and Panel board EAPl (The plans are not complete, the schedule for panel board ELPI and the lighting design is not included for the Administration. Building. The emergency system is impacted by non-emergency loads via supply by a common 250 ampere breaker. . · _.,_, _ _: ------~~----------~--____ .. __ ..... _~ ........ -~ .... ---=-==--~.....---·- Carlsbad 97-1456 II July 21, 1'997 36. Where emergency so"urce power is provided to a building or structure in addition to normal power show the(emer:gency) buildi_ng disconnecting means (adjacent to the normal power disconnecting means), the grounding electrode connection, and the signage required when providing more than one power source to a building. Balded requirements not addressed. (2-EAP1 panels are shown at the Admin Building detail on E202.)(Signage to comply with 700-8) ", __ · · - _ General 37. Include on the single line diagram the grounding and bonding details for separate buildings, If building. steel is effectively grounded, include it on the grounding electrode de~cription.(Ticket Kiosks, Security Booth, Nursery, etc.) The ground shown for EPG1 is undersized, the generator ground is not shown on the single line diagram) 38. Describe the transformer grounding system: cold water, building ground, or _ structuraI·steel. 40. Describe the type of grounding electrode to be used. Note: The City of Carlsbad does not permit rebar to be used as· a grounding electrode for commercial projects. The City requires a properly sized foundation installed copper conductor as a grounding electrode. 42. Panelboards are required to have ?Ccess clearances as noted in NEC 110-16. Panel LPSI does not have the .required 6'6" clearance. (Installed beneath a cabinet) Above or below countertop does not make :a difference. Review NEC 110-1"6. 45. Specify specific wiring met~ods that will be used at each building. For example: The refuse enclosure and gardener's shed light fixtures will be damp or wet location rated and the receptacle outlets will be in watertight boxes with outd6or covers. The disconnect switch shown will be in a NEMA 3 enclosure, not the NEMA 1 referenced. The maintenance and Storage Building has areas that will r~quire detailing also. Nothing shown on referenced _sheet E202. 46. Provide panel schedules. All panet"s not provided, Not all schedules complete. (Not~: _LPN1 is identified twice on sheet E402). , 47.. Complete the plans for the Administration Building lighting not completed. Detail on the_ floorplans the installation of a dedicated neutral conductor for _ each ungrounded conductor where cord and plug connected modular · office furniture is to be 'installed. NEC 605 .. S(d) Panel schedules, load summaries (incl_ude LCL) Carlsbad·97-1456 II July 21, 1997 New What is providing the GFP protection for distribution panelboard "SSI"? New How does "SSI" comply with the service $iX:handle disGonnection rule? NEC 230-71 via NEC 225-S(b} New Ductwork may not be install~d above electrical switchboards and panelboards. (See sheet M205.1, above ete9trical room) Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above-at{619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the pla:ns. DATE: June 17, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-1456 PROJECT ADDRESS: Legoland EsGil Corporation Prqfessionaf Pfan !R._eVif!'lJI 'E,trgineers SET:I PROJECT NAME: Five "Administrative" Buildings ~Q_ANT ~ D PLAN REVIEWER D FiLE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted_ ~~r.ewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant defic;iencies identified on the enclosed check list and should be corrected and resubmitted for a c_omplete recheck. [:gl The check list transmitted herewith i~ for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list i$ enclosed for the jurisdiction to forward to the applicant contact person. · [:gl The appli9ant's copy of the check list has been sent to: faxed to Kyoko Adachi w/ HOK Architecture (310) 453-2052 ~ Esgil Corporat!on staff did not advise the applicant that the plan check has been complete.ct. D Esgil Corporation staff ~id advise the applicant that the plan check has been completed. Person contact~d: Telephone#: Date contacted: (by: ' ) Fax#: Mail Telephone Fax In Person [:gl REMARKS: .Administration Building (Building 1), Maintenance & Storage·Building (Builtjing 2), Garden She<;! (Building 3), Security Booth (Building 4) and Trash· Enclosure (Building 5). ' ' ,• ·, > • • .' : > -• -• S ' •' ' ·, • • • • ' ' -V > _, • :. • •. • • ' • • • > , • By: :Kurt Culver : . ' Esgil Corporati.on .. D GA : d c~ , D :EJ : . d ·Pc · . · · · 6/5/97 .. --_; _ . :. ~ ·. . .. ·_ . ,· . : · .Ericlo~ures: ' ... - ,. ·-·, trnsmtl.dot : ·, ._,,.,.: -· ,-' 9320 Ch~;~~;~~:Dri~~. Suite:2hs'i+. $an bieg6,··6iliforcia 92123. --+~(619).560-1468 + -Fax (6i9)°560-1;76 ·_ : • • .-, • • ·, • • I ~ • • ' ' > • • • -• ' , ,,- • ' • " 't ~ ' Cj a r; • Carlsbad 97-1456 June 17, 1997 PLAN REVIEW CORRECTION UST COMMERCIAL PLAN CHECK NO.: 97-1456 OCCUPANCY: B/S1/Fl TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: OK (:with yards) ... __ _,. .. SPRINKLERS?: Yes (except Trash) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/3/97 DATE INITIAL PLAN REVIEW COMPLETED: June 17, 1997 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Offices, St;orage, \\To~kshop · ACTUAL AREA: 1=25300; 2= 18863 3=3072;4=163;5=3948 STORIES: 1 & 2 HEIGHT: varies OCCUPANT LOAD: 250,112, 14,2, 14 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/5/97 PLAN REVIEWER: Kurt Culve~ This plan review is lim.ited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Unifor:m Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This pran review is based on regulations enforced by the Building Department. You may have other corrections ·ba~ed on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those .departments may be required prior to the issuance of a building· permit. Code sections cited are based on the ·1994 UBC. . . -. . ' The following items ·listed· m~ed clarif_ication, modification or change. All items must be satisfied · before ·the plans will be in conformance 'with fhe ·cited.codes and regulations.0 .. Per $ec>106-'4.3, 1994 Uniform Building Code, the approval of the plans does not permit the. vioJation ·of any · state, county o(dty law.:' · · _·.: · ... : :_ ' · : ·: · · · . . · .' · · . · · · .· . . · . · · • > • •• • ~ ' • -• • -• • • • ' -• ' To:· spe~d ·up -~the ~e~tieck .·pr~~~ss, please -~ote on this :list (6r a ·c~p-y) where ·each correction iteni 'has ·b~en addressed, i.e~,. plan sheet.nutnber,.-specification section; etc . . Be· ·sure to .. erfclo.se the tmirked up list When_ you5ubmifthe "'revis:ed plans:·''._~-:.-.,.: . · LIST NO. 22, G~NERAL ·COMMERCIAL WITHOUT EN.ERGY OR ~-OLICY SUPPLEMEN'.l"S (1994 UBC) .· · · · · . co~forw.d~t _, . . . ' : ., . . : ,·. . ; ' . ' : ' :_ . , . -' . -~ . : ' _. -': . ' -. . . ' . . . . ,' -:·-·-, ' .. _, ' - Carlsbad 97-1456 June 17, 1997 • GENERAL 1. Please make all corrections on the original tracings, as r~quested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious pr:ocessing, corrected sets can be submitted in one of two ways: · · · 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil · Corporation, 9320 Chesapeake Drive, Suite 208,. San Diego, CA 92123, (619) 560'-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carl.sbad Building Department for routing to their Planning, Engineering and Fire Departments. · • -•,...>•· NOTE: Plans that ar~ submitted directly t9 EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete .. • PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 3. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project sh.own on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. · a) Please make it clear that sheet A203 is NOTa part of this permit. Note: At such time as a permit is desired for the Nursery Area, special Code issues will apply to the membrcme/fabric structure, b) Please show on ·sheet A207 that the racks are not a part of this permit. , ' . 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC. ahd 1993 Nt:C. ' ' -. _, 5. Provide a note with the building data legend st~ting that yards used for area increases shall be permanently maintained.· (Admin. Bldg.) . . ' . . • SITE PLAN ·. · · 6. :-·Provide~ fully dimensioned site pl~n drawn to scalE~.:Sh~wnorth ~rrow, property., . lines; easements, streets, existing and propo~ed bufldings ?rid structures. ~ .. Carlsbad 97-1456 June 17, 1997 7. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 8. Show dimensioned parking layout including· any required disabled access spaces. • EXITS 9. Clearly indicate oh sheet A205 that all partitions shown are for reference only, and that a separate permit will be required for the future tenant improvement · work. N.ote: The designer should meet with the plan checker to discuss· exiting/corridor issues in tni$ building prior to developing the tenant improvement plans. · · 10. Note on the plans: "All exits ate to pe openable from inside without the use of a key or special .. knowledge." In ·lieu of the above, in a Group s-; P, M or S · occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURfNG BUSINESS HOURS." This signage is -only allowed at the main exit. Section 1004.3. 11. In all occupancies, floors· above the first story .having -10 or more occupants, shall have not less than two exits. Section 1003.1. It appears that two exits are required on sheet A208. 12. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013, 1. · • ROOFS 13. Specify on the plans the following information for fhe roof materials, per Section 106.3.3: a) Manufacturer's name. · b) Product name/number. c) ICBO approval number, or equal. 14. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the pians the following: information for the skylight(s), per Section 106.3.3: . . . a) · .. M~nufacture(s name; .. - b) Model narrie/nuni~er. c) ·ICBO_ appr,;>Val ·number, or equal. Carlsbad 97-145·6. June 17, 1997 • FOUNDATION 15. Provide a letter from the soils engineer confirming that the foundation plan, grading plan ana specifications have been reviewed and that it has been determined that the recommendations .in the soil report are properly incorporated into the plans (required by the soil report). 16. The soils engineer and d~signer should comment further on the "Special Design" portion of the report, beginning on sheet 22. 17. The owner and designer should comment further on the underlined portion on sheet 24 of the· report (dealing with settlement). 18. Note on plans that surf~ce water will drain away from building and show drainage pattern and key·elevations. Section 1804.7 . . -< ·.J•" 19. On sheet .S201, the pad footing ·details refer to "14A" and "148". Detail 14/S501, however, doesn't have an "A" or_ "B" component. There seems to be a detail- referencing problem throughout the structural plans. 20. Show the footing size at the 8x4 column on sheet S205: Check for other missing callouts: 21. Specify the rebar in the grade beam on Line D on sheet S205. 22. · On sheet S207, wasn't an "A" type footing ·intended at grid D/1 '? Please clarify the relation of the other ''A" footing on Line D, with respect to the grade beam there. 23. At detail 15/S503, please.clarify the reference to detail 8/S501. Please check elsewhere in the plans for correct detail referencing. 24. 25. · • STRUCTURAL Where flexible diaphragms provide lateral support for walls, the value of Cp for anchorage from UBC Table 16-0 shall be increased 50% -for the center one-half. of the diaphragm span. See footnote 3 in ·Table 16-0. Please revise sh~ets M46, · G25,: etc. in the. calculations. . .· · .. · · . : ·.· . : When speci~I _inspect_ib~-is required, .the architect or ehgi~eer of recorcf shall .. _ prepare an inspection program which shall b.e. submitted to the building official '. for app·roval ·prior to iss_uance of the buil_ding permit. . Please review Section .. · 106.3.5. • Please complete lhe attached form.-.-_·. :· .. • -. -. -: ' _.'' ... -•' '. -'-. ' . . . ~-, •r ""$'"""",_._ :-~_..,,., "T"~ -... -.;:r.--:-:;"'t"-.--...... ~~';o'!''~~~~~..,...,,-:.---""~~":"i~-~-:-:~m-r.!""-"'nt."'-~r,1·~~ .... -;1..-,"':",~~:'!:---F· ... c"-J ~ ~!:::'!-:-:-::-:::".'.~"".7>~':"~~.r,;("T'•.<:.,., , oS,-J,V,'~.}.." .• r_,, ,.c,,. ._.,. .. ~~~;,,,. ,;.,-1(.* .. ..J.~..--.. Carlsbad 97-1456 June 17, 1997. 26. Please revise Special Inspection Note 13 on sheet S11 O', calling for 25% of the anchors to receive special inspection. Every such anchor must have special inspection. · 27. On the cover sheet of the plans, specify any items that will .have a deferred submittal (storefront framing, etc.). Jtdditionally, provide·the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official' with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have beeri approved by the building official." 28. Regarding sheet S204: . , .. _. .•. - a) Specify the roof framing over the booth. b) Specify the complete GLB size.· c) Specify'the footing/columns sizes._ d) Recheck the flagpole footing detail referenced, e) As can be seen from the above, this sheet is substantially incomplete: 29. The subdic:;3phragms on sheet S225 at Line A, etc. sho1Jld be carried out farther (to maintain proper subdiaphragm ratios). · 30. Some beam sizes are missing on sheet S225. 31. Please detail· the reentrant corner on sheet .8225 at grid D/3 for chords/drags .. . . 32. Please provide the design for the support of the l~ft side of Panel 19 on sh~et S3p5, and similar conditions. · · ·33_ Detail .and design the anchorage to the wall for the tie rod at detail 1/S504. '' ,._ . ·_·_ . . . . . ~ . ,• . ~ -~ :.' -,. . 34. Is detail 2/S505 intended to be part of the system resisting the loads required by -Sec.161,1'? .if so/please justify it.· · _ --· . : .' ·_ .. ·. : . < . = . ' -~ . ' -' -.. : : --. . -. . --. I , ' • • ~ -' ~ .. _., :,, ... , _, Carlsbad. 97-1456 June 17, 1997 35. Regarding the structural calculations: a) Show on the plans the 6' footing per sheet R8. b) The pl~ms don't show the correct T JI callout from sheet A1. c) Show on the plans the-reinforcing as specified on sheet A33. d) Show on the· plans the column/footing size as per sheets S7 and S1 O. e) The engineer should provide a listing of all applicable provisions from Sections 2211.8 and 2211.5, showing how the braced frame design satisfies each provision. f) · Sheet"M60 is too faint to read. • MISCELLANEOUS 36. Guardrails ·csection 509.1 ): a) Shall have a height of 42". b) Shall be detailed showing ad~quacy of connections to resist the horizontal force prescribed ih Table 16-B. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". • TITLE 24 DISABLED ACCESS 37. Provide nbtes and details on the plans to show compliance with the enclosed Disabled Access Revie_w List. Disabled access requirements may be more restrictive than the UBC. 38. 39. 40. • ADDITIONAL The plans submitted were very incomplete. Please fill in the many empty reference bubbles·, finish ali notes; and, jn ge11eral, c_omplete the plans. A · complete pfan_review will be performed. wheri complete plans are submitted. ,~ -~ . ' - -.-,. -~ . - Please. see the following sheets for PME .cor:rections. · ~ . , -~:: . ' -. •' ' ... . '. Roof mounted ~quipment must be screene~ ~,r1d ~oof _penetrations should_ be. · , minimiz~d (City Pplicy a9.:ef .:provid_e .detc!ili119 and de~ig~.:. . • ' •• ~:,.-·'-;_;·~··', ,-~-·,·-,-.'._',,,_.: •. :·:: i,_,·, _,~ -• ,. -'1 '. . .. -' ,• '. ' . . ' -. : . . . ,,,_._,..... ,-.,-»...-...,-.-i.-,,,-,,,_,,...,_,.,. __ ,.. __ ~--~---·---·..,..,,~,,.-·~----,--~-~~ ,._...,.-:M----.--.-r.::,,, ::;,--~ ......... --~-•• --... ~----~-~- Carlsbad 97-1456 June 17, 1997 . 41. Please revise the Code summary on sheet A103, as follows: a) The occupancy for Bldg. '2 should ·include "Ft." b) The occupancy for Bldg~ 3 should be revised to "S1 ." , c) The occupancy for Bldg. 5 should be revised .to. "S1 ." 42. Please clarify how disabled access is provided to the security booth. 43. Please provide a complete listing of all materials to be stored/used in the Gardener's Shed and Maintenance Building. (fertilizers, insecticides, etc.). It may be that those building$ are "H" occupancies. Pleal:>e present the listing of material.s ih a manner such that they use the "Materials" as shown in UBC Tables 3-D·and 3-E. · 44. Specify the use of the second floor on sheet A208. 45. Note on the plans :that signage will be provided per Sec. 1604.5. 46. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 47. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Cl Yes D ,No· 48. The jurisdiction has contracted with Esgil Corporation located at 9320 .. Chesapeake Drive, Suite 208, San· Diego; California 92123; telephone,.number of 61 W~60:-14?8, tctper{o_r,mjhe plan re~.iew for yo~r. prpj~ct. 1.f y~u hav~,~a11y questions regarding these plan review items, please contact Kurt Culver ·. at. Esgil C6.rporati6n. Thank you. . . . . . . ,· t, .. · . . -:-,: , _.. Carlsbad 97-1456 June 17, 1997 + PLUMBING, MECHANICAL ANO ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. Provide data oh proposed hazardous material to be store.d and used. Clearly show types .of material, amounts of materials, requited ventilation, containment requirements, .drainage requirements, and detail required spill controls. UBC, Section 307 and UFC. · a) Clearly show the amounts of each type of hazardous material to be stored and in use. · b) Clearly show where in the buildings each type of Hazardous material is being ·stored or used. . c) Provide calculations for required containment in each area of the ·buildings, as per UBC, 307.2.5. - d) Provide a written response to show how Spill Control and Drainage are beihg handled as required in UBC, Sections 307.2.3 & 307.2.4. · e) Provide the required manual shutoff control for ventiiation equipment as per UBC, Section 1202.2.3. f) For fumes or vapors that are heavier than air, exhaust shall be taken from a point within .12 inches of the floor. UFO, section 8003.18.2-5. I • PLUMBING (1994 UNIFORM PLUMBING CODE) 2. The plumbing plans are incomplete, for the Administration Building. 3. Provide water line sizing calculations, including the water meter location, the water pressure·, pressure losses, water demands, and developed pipe lengths, for each system. UPC Section 610.0 · 4. Provide gas line plans and calculations, showing gas pressures, gas meter location, pipe lengths and gas demands for each gas system. UPC Section 1217.0 --- 5. Show 1/4 inch_per 12 inch slope on dr~iri and waste lines. UPC Section 708.0 6. As. per UPC, Sec~ior:i 710.0, provide backwater valye~ on ~II building ~rains which serve plumbing fixtures with flood.rim elevations beiow·the public ' upstream manhole rim elevatiol)s. Only fixtures with flood rim levels below the pub_lic upstream·rnanhole ~im elevation may fl~wthrough a backwater valv~ ... 7. Show water heater size, type a_nd location, for the Administration·Buil_diflg, on _ plan~--UPC, ~ecti~n 501_,0 _ · __ . -. \ Carlsbad 97-1456 June 17, 1997 8. Show that water heater is adequately braced to resist seismic forces. Provide two straps. Ohe strap at top 1 /3 of the· tank and one strap at bottom 1 /3 of the tank. UPC, Section 510.0 9. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 10. Provide data for the water heater in the Refuse Enclosure to show it can be installed out doors without weather protection" 11. Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access. UPC Section 410.-3. Also drain must be 6 inches· maximum from rear shower stall wall in wheelchair accessible showers. 12. Shower control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 · • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 13. The mechanical plans are incomplet~. for the Administration Building. 14. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 15. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section t207.5(UBC, Section 1202.2.2 should be corrected to read like UBC, Section· 1207.5 was corrected. Note there was no code change to remove the new F, M, and S Occupancies from this ventilation requirements.) 16. Detail. disposal sites of main condensate drainage from air conditioning units as per UMC Sect.ion 310 · 17. Provide smoke detection in supply air duct of 'air-moving system' for required · shut-off for smoke .control .as per UMC, Section 608 .and also see Section 203. 18. .. Detail the flue (vent) termination's as pe'r UMC, Section ·sos. ' . 19. Detail the flu·e (vent) offsets, tength, pitch, and clearances as p~r UMC, Section 805. . . . . . · Carlsbad 97-1456 · June 17, 1997 . 20. Detail exhaust ventilatioA system compliance with UMC Chapters 5 & 6. a) Clearly show the type of material being exhausted. b) Detail the required make-up ·air as per UMC, Section 505 .. 6. c) Detail the exhaust outlet clearances as per UMC, Section 609.10. d) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-8. e) Detail ducts conveying explosives or flammable v;:1pors, fumes or dusts shall extend directly to the· exterior of the building without entering other spaces. UMC, Section 505.1 . .. f) Detail duct cleanouts as per UMC, Secti.on 609.4. g) Detail duct support as per UMC, Section. 609;6. h) Detail..fire protection as per UMG, Section 609.7. i} Detail clearances from combustibles as per UMG, Section 609.8. j) Detail protection from physical damage as per UMC, Section 609.9. 21. Detail dust collection system compliance with 'UMC Chapters 5 & 6. a) Clearly show the type of dust being collected. b) Detail the required make-up air as per UMC, Section 505.6. c) Detail the exhaust outlet clearances as per UMC, Section 609.1 0. d) exhaust duct material and gage used for each duct size. See UMG, Table 5.:8. e) Detail ducts .conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. u~c. Section 505.1. · f) Detail minimum duct conveying velocities as per UMC, Section 505.4 and . Table5-A. · · g) Detail duct cl~anouts as per UMC, Section 609.4. h) Detail required explo·sion venting of dust collections systems as per UMC, -Section 609.5 i) · ·. · Detail duct support as per UMC, Section 609.6. j). · :. Detail cl~aran.ces from c~mbustibles as per .UMC, ·Section 609.8. . . k) . · betail protection from physical damage as per UMC, $~~tion 609.9. ,22:· Provid~ plans:' details: and calculations to show the refrigeration system complies with. UMC _Chapter.11. · , ' ...... ' . - 23·. :.·: '\;Jl~il "di~-p~s~I~~iJs·'. ~f. m~;n .conder;ts,;te dr~inage: ir~hi r~frig~fatio'nunit~. UMC .• '. ·, ,". ·::se~~/.?n;}1co,-{':.~.:<·:·:·:·'f:_J.:_->.·· ·: .. ,_· . . , .. ·. . . . .· . . . . .•-. ' -:::-, -., --. --. .. •' . ,' ·.,.. .. , l --.,PTO)_,.,._,M•--~----~.,_-,..._ ............ ~7,•-.---r.:....-... -~--·----,•;~~.,..;..--::-~~--·-..,...~-.:..:'l"T"'•~",;"'1'' .. J"!'lt.~"'";"r.'l•~'"1'?"", ",,_,,. ,._.,_(>;"""" ... ~ rr-~~-·T.••p;~•·"!'."'f~ .. ~-07,'.'"':. ~".'~:"I' Carlsbad 97-1456 June 17, 1997 • . ENERGY CONSERVATION . NOTE: Plans submitted after July 1, 1-995 must comply with the new energy · standards. 24. Provide plans, calculations and-work$heets to show cornpliance with current energy standards .. No energy designs for the 163 square foot conditioned Security Booth, 286 square foot conditioned Gardening Room in the Gardening Shed, and the about 11,400 square foot conditioned area in the Maintenance and Storage BuHding, and no lighting energy designs of any type provided. 25. The sheet A 103 show the total building area for the Administration Building is only 25.,300 square feet. The envelope .and mechanical energy designs show the conditioned floor area to be 25,600 square ·feet. ~Please correct. . -. _ _..- 26. On the plahs clearly show the wall and roof insulation.locations, thickness, and R-values, as per the energ_y designs. · 27. Provide automatic shut-off controls for lighting. as per Title 24, Part 6, Section 131(d). 28. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (b ). 29. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c). 30. Detail required exterior lighting controls. -·"Exterior lighting controlled from a lighting panel within the building shall be controlled by a directional photocell or astronomical time switch that automatically turris off exterior lighting when daylight is available." 31. Show the make, model, type, and efficiency of the space heating (and cooling) system, as per the energy designs. · 32. The corrected, completed and signed ENV-1, L TG-1, and MECH-1 forms for each building, must be imprinted on the plans. 33. Complete energy pian ~heck will be done when compiete corrected energy ·· designs are provided. · -: ' · . :-. . Note·: ·1f you ha~e any .questions· reg~rding this plan review list please contact . _ -Glen Adamek at (~1 $) ·se0-1468. To speetj the review process, note· on this !ist ( or a ·copy) where _the corrected. items t,ave been addressed on the plans. . . . -~ --. . ' '. -' -'. •,,_, '7"',. -..,,...,._.,....,....,..,.,.,...,.~.__,..., _..,........,~-·-n:;!~I'""''~!~~""'..,;----,,>-•.-....-~...._.... > Y .. I(, 11.."":""~•r;"'_:~"!(4~;-T.,;}.'!o."'*"'-"'J-~-.ln:'~...,----:;,:: ,--S,, • ., P , .l, -~'"=,i"-A..r,.g~ ,j; '.'i~°o:'.!7-~..r,--.....-;"7~ ~, ,•-, -,. • Carlsbad 97-1456 June 17, 1997 + ELECTRICAL PLAN REVIEW + 1993 Nl=C + PLAN REVIEWER: Eric Jensen High Voltage (Over 600 volts) 34. If the high voltage ( over 600 volt) distribution system is privately-owned (non- Utility) detail the following on the electrical plans: Note: Many .of the California high volt"ge (over 600 volt) requirements are mandated and enforced by "DOSH'' (Division of·occupatiohal Safety and · Health)~ "DOSH" is a State Agency whose requirements the local jurisdietion's· Building Department is not responsible to plan check or enforce. a) Compliance with CEC Article 710 for underground feeders: provide a trench detail showing the required depth, conduit type, shading material, arid the. required. raceway seal. b) Detail the installations of the manholes throughout the park: Include size, access, tlearances, drainage, and ventilation. c) Specify the minimum clear distance required between switchboards "SSI" and "MSS" on the floor plan .. d) Detail the _grounding system used at aJI, high ·voltage equipment. Emergency System 35. ·· The emergency system (if a true emergency system as defined in Article 700) must be kept entirely independent froni all ottwr wiring. If the emergency lighting for_ the administration building is supplied by El-Pl, non-emergency loads would not be permitted upon this "system" (ATS-2) .such as transformer TX2A and Panelbo~rd EAPI. (The plans ar~ not complete, t!ie schedule for panelboard ELPI and the lighting· design is not included for the Administration Building. · • -~. _•_: -• • _' -, ~;• • .:: _':'T •' - • :·. • .~ .:-:·.: ,:__ • • ' ~':, • ~ 36. Where emergency_source power is provided to a building or structure ln addltion to normal power show the (emergency) buildir,g.discorinecting means (adjacent. ' to the normal power dfsconriecffng means)·, ·the grounding electrode connection, .. and the signage required wben providing lll6re than .one power source fo a -,--: building.' -· , · · ~-. ,. .. ' -~ ' ' ' . '... ' . ~ -... _: ______ ·-I ' • ! ····----~ ,.,. ,-_.............. ..... _~-----~,,...,,.._ -~·;:..._,;i--...... ·e-"-,--'"""·~---.,.,., ............. . Carlsbad 97-1456 June 17, 1997 General 37. Include on the single· line diagram the grounding and bonding details for separate buildings. If building steel is effectively-grounded, include it on the grounding electrode description. 38. Describe the transformer' grounding system: cold water, building ground, or structural steel. 39. · Sizing of the electrode conductor must comply with 250-26(b ). Revise sizing to transformers TNI, lSI, TX2A, TA!. 40. Describe the type of grounding electrode to be used. Note: The City of Carlsbad does not permit rebar to be used as·a grounding electrode for commercial· projects. · 41. Armored Cable is not permitted to be used for commercial projects in the City of Carlsbad. Please note so clearly on ·the plans. 42. Panelboards are required to nave access clearances as noted in NEC 110-16. Panel LPSI does not have the required 6'6" clearance. (Installed beneath a cabinet) 43. · The administration Building panelboards and panelboard APPi are not shown on the floorplans, Panelboard EPPI is not shown ·on the single line diagram. The panel designations between the single line diagram on Sheet E501 and the respective sheets for the security booth and nursery area are different) 44. Several transformer/panelboard combinations appear to be near capacity: Gardeners Shed_ (43.6) amperes vs. 9KVA transformer and APMSI vs. 45 KVA transformer. Hard to tell without the panel schedules, though. 45. Specify specific wiring methods that will be used at each building. For example: The refuse enclosure and· gardener's shed light fixtures will be damp or wet location rated and the receptacle outlets.will be in watertight boxes with outdoor covers. The disconnect switch shown:will be in ~ NEMA 3 enclosure, not the NEMA ·1 referenced.-~The mainte_n·ance and St6rage Building has areas that ~ill require detailing _also.· · .. . . . ,-.. . ~ .. .- ' ' . 46. · Provide pah~I ~ched~les. ;_ . . 47. .· Complete the plans.for the.Administration Building. · '.~ .. ~-.-._:·1 · .. · :·.-. ': -, , ..• ~-'; ._·._,_ -~··. --__ ·:,. ;··:·· ;• .. -: . ·.: . . . ~ . -' . - ~ -..... - 48. _·complete f~~der Siting ·~n· the ·_single Hne diagram .. ' ., ••. -• ,: '. ' . -:--:., -.. '~:· -,--_ '., ·,... •• '! ' , • ,, ,, . -'' ' .. ---,,--rr-... .,..._.,,._.,,..._~~----------.,..,,.,._,..-.,,~:!'.-,..-----",...~-r--·• 'l.'.f."'l~~..,:,,~~-~-:::;-.:~~-~'r"''.~~~~°T'"=',... ______ -··~-,..,.,...._ Carlsbad 97-1456 June 17, 1997 49. Complete fault current designations (lsc.) on the single line diagram. 50. Complete the voltage drop calculations on the single lihe diagram. Note: I.f you have any questio_ns regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560_.1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL · -TlTLE 24 DISABLED ACCESS RE:QUIREMENTS The following disabled access items are taken from the 199.5 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall_· be accessible to persons with disabilities. 1. 2. • SITE PLAN REQUIREMENTS Plans show that more .than one building is located on the proposed site. Accessible routes of travel shall be shown to be provided between buildings and accessible site facilities, per Section 11278.1. THERE ARE SITE STAIRS SHOWN ON SHEETt291, ETC. PLEASE: JUSTIFY THESE. Show that an accessible route of travel is to be providec;f to all portions of the building, to accessible building entrances and between the building and the public way. ·per Section 11148.1.2. • DISABLED ACCESS PARKING SPACES 3. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, (or at existing f~cil.ities wtiere a change of occt.ipancy occurs): Per Table 118-7 the minimum·nu·mber of spaces· is:· · . a) -. ·1 for each· 25 spaces up to 100 total spaces. ' ' ', ·.-' . . ' b) 1 addition'al space for each 50 spaces for between' 101 and_ 200 total ~p~ces. _ _ _ _ _ _ c) /1 'additional space for each 100 sp'aces for bet.ween 201 and 500 total : ·spaces. '.. . . . . . . . ' . . .. ' . . . . . .-' ·-. . •. -: .. ' .. ' -----·-.,.,.,. -~..---~----··-- Carlsbad 97-1456 June 17, 1997 4. Revise site plan to show that the accessible .spaces are located, per Section 11298.1 as follows: a) On the shortest possible route to an accessible entrance, when serving a particular building. · b) On the shortest route of travel to an accessible entrance of a parking facility. c) Spaces are to be dispersed and lo.cated closest to accessible entrances where buildings have multiple accessible entrances With adjacent parking (i.e. strip centers). . . 5. Revise site plan to show that .accessible spaces comply with Section 11298.4.1 as follows: a) Single spaces Shall be 14'0" wide and outlined to provide a 9'0" parking area .and a 5'0" loading and unloading area on the passenger side of the vehicle. ~ b) When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23.-0" area with .a 5"0" loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18'0" in depth. 6. Revise plans .to show that at least one -in every 8 accessible spaces are served by an access aisle ~96" in width and designated as VAN ACCESSIBLE, per Secti9n 11298.4.2. AH such spaces may be group.ad on one_ level of a parking structure. 7. Show on the site plan that accessible space(s), are to be located such th_at disabled persons are not required to wheel, or walk, behind parked cars other than their own, per Section 11298.4.3. · 8. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section -11298.4.3. 9. Show or note that the maximum slope of the parking surface at the accessible space, in any direction, is~¼" per ft(2.083%),-·per Section 11298.4.4. The maximum slope at the .passenger loading zone is-to be ~2%. 10. Show_ or not~-011.the plans that the acce~~ibie p~rking spaces are to be i-dentified by a· reflectdrized Sign, -permanently posted immediately adjacent to. and visible 'from each:space, consisting of: _.· .. -• . . . . . . . a) : · . _ A profile _ _view of a wheelchair with-occ~pant _in white on dark blue ~ ·_ ,background. : -. . . . . -. '-"• .. ;. . ' ... b) :. · The· sign shall ~70 fn2.in area,.··. _ · -c)· ',.·_ :·: Whe:~_ "in tb.ep~th -bf ~rav~I. they :shall be posted. ~80" from the bottom of -.;· _· . .-·: <.· -'.the sign' tq._parkirig ·space finished grade. . . '·. . . .-. .. .. _: -. . .· . --.. • • • I• ! ~ • • .. •' ' ~ ,_·· , . . ...... ~-.. .,,-.· ,·_ i Carlsbad 9-7-1456 June 17, 1997 · d) Signs may also be centered on the wall of the interior end of the parking space 2::36" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section .11291:3.4.2 shall have an additional sign "Van-Accessi,ble" mounted below the symbol of accessibility per Section 11298.5. f) In addition, each accessible space is required to be marked with the international symbol of accessibility. · 11. Show, or note., that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be 2::17" x 22" with lettering not ~1" in height. Per Section 11298.5 requir:ed wording is as follows. "Unauthorized venicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at ___ _..._ ______ . or by telephoning ---------II • CURB RAMPS 12. Provide details of all curb ramps/curb cuts. 13. Provide details or note on the plans that ail curb ramps have a grooved border 12" wide at the l.evel surface of the sidewalk along the top and each side approximately 3/4" cJ.c., per Section 11278.5.7. 14. Show that detectable warnings, extending the full width and depth of the curb ramp, inside the grooved border are to be installed if the slope is <1:15 (6.66%), per Section 11278.5.8_. These consist of raised truncated domes with a diameter of 0.9" at the base, tapering to 0.45" at the top. Spacing shall be 2.35" o.c. • DOORS 15. Show or note that all hand-activated door opening hardware meets the following requirements, pe_r Section· 1004.3.1: · __ a) Latching, or locking, doors'in a-path of travel are operated with a single effort by: .. i) Lever type hardware. ii) _ Panic bars. -iii) PLish-pull activaUng bars. i~) . _' .• or qther hardw~re designed to provide passage without the . . . . . requlrernent to· grasp the hardware .. : . :. . . --. . ., . -0 -'---------------- Carlsbad 97-1456 June 17, 1997 • SANITARY FACILITIES 16. Provide complete plans of fill restrooms (such as in the Admin. Bldg.), if they will be a part of this permit. 17. Show that the water closet is located in a space, per Section 111587 .2, which provides: a) A minimum side clearance of either: i) ~28". from a fixture. ii) · ~32" from a wall on one side . . . _.,, .. End of Document Carlsbad 97-1456 June 17, 1997 SPECIAL INSPECTION PROGRAM ADDRESS OR l-EGAL DESCRIP1ION: PLAN CHECK NUMBER: ____________ OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will. be responsible for employing the special inspector(s) as required by Uniform Building Code (OBC) Section 1701.1 forthe construction project located at the site listed above. USC Section 106.3.5. Signed------------------------------,..- I, as the engineer/architect of record, certify-that I have prepared the following special inspection prografl'.l _a_s .. required by USC Section 106.3.5 .for ihe constructiol'.l project located at the site listed above. Signed-----......... ----.------------- 1. List of work requiring special _inspection: D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSl- 0 Prestressed Concrete D Structural Masonry D Designer Specified D Field Welding Engineer's/Architect's Seat & Signature Here ·o High Strength Bolting D Expansion/Epoxy Anchors D Sprayed-On Fireproofing D Other _______ _ 2. Name(s) of individual(s) orfirm(s) responsible for the special inspections listed above: A. 8. C. 3. Duties of the special inspectors for ~he work listed above: A. B. :c ... __ __;_;_ ___________________ _..;. ________________________ _.;.. _____ _ . --------------------------------~--· ________ ,,.._,_,_, ---,-· , ___ # ....... Carlsbad 97-1456 June 17, 1997 VALUATION AND PLAN CHECK FEE ' . . JURISDICTION: Carlsbad PLAN CHECK NO.: 97-1456 PREPARED BY: Kurt Culver DATE: June 17, 1997 BUILDING ADDRESS: Legoland · Building 1, Administration BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) . MULTIPLIER. ($) Office Shell 25300 q5x-0;8* 1,113,200 (* ''shell") . . . . --~-~ .. Air Conditioning Fire Sprinklers -25,300 .. 1.70 43,010 TOTAL VALUE 1,156,210 [gl 1991 UBC Building _Permit Fee O Bldg. Permit Fee by ordinance:$ 3853.50 [gl 1991 UBC Plan .Check J=ee D Plan Check Fee by ordinance: $ 2504. 78 Type of Review: [g] Com.plete Review O Structural Only D Hourly D Repetitive Fee Applicable D · Other: J:sgil Plan Review Fee: $·_2003.82 Comments: · Sheet 1 of _·5 ·" macvalue.doc 5196 ' . . -,: ------·---~---"·--------------~.._ .... -----~--- Carlsbad 97-1456 June 17, 1997 VALUATION ANO PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: Legoland BUILDING OCCUPANCY: B/S1/Fl II BUILDING PORT BUILDING ARl=A (ft. 2) -- Maintenance 9881 Storage 8982 ._ • .,..-C Air ConditioninQ - Fire Sprinkl_ers 188q3 TOTAL VALUE 24 22 .. . 1.7 PLAN CHECK NO.: 97-1456 DATE: June 17, 1997 Building 2; Maintenance/Storage TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) . 237,144 • 197,E?.04 .. -- 32,067 466,815 ~ 1991 USC Building Permit Fee O Bldg. Permit Fee by ordinance:_$ 1924.00 ~ 1991 .use Plan Check Fee D Plan Check Fee by ordinance: $ 1250.60 Type of Review: · -~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: . Esgil Plan .Review Fee: .$ 1000.48 Comments: Sheet 2 of 5 · macvalue.doc 5196 Carlsbad 97-1456 June 17, 1997 VALUATION ANO PLAN CHECK FEE JURISDICTION: Carlsb~d PLAN CHECK NO .. : 97-1456 PREPARED BY: Kurt Culver PATE: June 17, 1.997 BUILDING ADDRESS:. Legoland Building 3; Garden Shed BUILDING OCCUPANCY: Sl TYPE OF CONSTRUCTION: V-N PORTION · BUILDING AREA VAl,..UATION VALUE (ft. 2) .. MULTIPLJ~R ($) Garden Shed 3072' 22 67,584 .. . .,. ..... - .. . . .. Air Conditioning Fire Sprinklers 3072 1.7 s,2·22 TOTAL VALUE 72,806 .. [8J 1991 UBC Building Permit Fee D .Bldg. Permit Fee by ordinance: $ 518.00 [8J 1991 UBC Plan Check Fee D · Plan Check Fee by .Ordinance: $ 336.70 Type of Review: [8J Complete Review D Structural Oniy D Hourly D Repetitive Fee Applicable D Other: . Esgil Plan Review Fee: $ 269.36 Comments: Sheet 3 of 5 · · macvalue.doc 5196 Carlsbad 97-1456 June 17, 1997 VALUATION AND Pl-AN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-1456 PREPARED BY: Kurt Culver DATE: June 17, 1997 BUILDING ADDRESS: Legola,nd Building, 4; Security Booth BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AR VALUATION VALUE (ft.2) MULTIPLIER ($) Security Booth 163 , 55 8,965 '' , . ·.J-- - '' ' - " Air Conditioning ' - Fire Sprinklers . 163 --• 1.7 277 TOTAL VALUE. 9,242 t8J 1991 UBC Building Permit f=ee D Bldg. Permit. Fee by ordinance:$ 117.00 t8J 1991 UBC Plan Che.ck Fee · D Plan Check Fee .by ordinance: $ 76.05 Type of Review: [8]_ Compl~te Review D Structur~I Only D Hourly D Repetitive Fee Applicable ·o Other: Esgil Plan Revi_ew Fee: Comments:. $ 60.84 . Sheet 4 of 5 ·_ macvalue.doc 5196 -,· ' ' ~-- Carlsbad 97-1456 June 17, 1997 VALUATION AND PLAN CHE:CK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: Legoland BUILDING OCCUPANCY: Sl BUILDING PORTION I BUILDING AREA (ft.2) Trash Encl. 3948 •. · .• ->··- .. ,. Air Conditionino Fire Sprinklers TOTAL VALUE .. .. 22 I .. PLAN CHECK NO.: 97-1456 DArE: June 17, 1997 Building 5; Trash Enclosure TYPE OF CONSTRUCTION: V-N VALUATiON VALUE MULTIPLIER ($) 86,856 - 86,856 cg] 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 581.00 cg] 1991 UBC_Plal"! Check Fee D Plan Check Fee by ordinance: $ 377.65 Type of Review: [gj C.omplete ReviE!w D Structural Only D Hourly D Repetitive Fee Applicable . ·o Other: Esgil Plan REwiew Fee: $ 302.12 Comments: Sheet 5 of :5 · . niacvalue.doc 5196 ---' -----~---·· ~--·--,,_,-~-~---.--. ,-•.,-~ ...... _____ -----. City of· Carlsbad · M#hi·iht44iih•i•24·iU4ieei4hl BUILDING PLANCHECK CHECKLIST DATE: 7 -/4--7 7 PLANCHECK NO.: CB C/10 /¢--~ BUILDING ADDRESS: _;;_/_· __________________ .,..,._........,...---,---.---.,----.----.......- PROJECT DESCRIPTION: L-/£~c:>LA:,Ut) -5e,,;az rt 7/d~/#'/.J'lm/;,~~ ASSESSOR'S PARCEL NUMBER: 2.//-/00 ,.·09 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is b~sed on plans, information and/or specifications provided in your submittal; therefore any changes to these items .after this date, including field modifications, must be reviewed by this office to insure continued conform1;1nce with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. · A Right-of-Way perm,it is required prior to construction of the following improvements: By: ATTACHMENTS Dedication Appiication Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Please see the attached report of deficiencies marked with 1( Make necessary corrections to plans or specifications for compliance · with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: --------Date: 7-5tJ~77· 6-t-9J ENGINEERING DEPT. CONTACT PERSON Name: Frank Jimeno X' 1 'SC> I City of Carlsbad Address: 2075 Las Paimas Dr., C;;irlsbad, CA 92009. Phone: (619) 438-1161,ext. 4501 CFO INFORMATION Parcel Map No.: Lots: · Recordatiom Carlsbad Tract: A-4 BUILDING PLANCHECK CHECKLIST SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: . North Arrow Existing & Proposed Structures l;xistirig Street Improvements A1JJ) #t>i~ 'TO w ,112>..,_ D, Property Lines/ f(.;tt_ CdWJJ/7/tW#,!~Z E. Easements 7 -. F. Right-of-Way Width &· Adjacent Streets G. Driveway widths 2.1 Show on site plan: ADD s11r 51,4,-7/~ ro sv~$. ~;=: PP'V4' :5#7' · · 5r7"-P: 6 (A/t!>t.?i: :st:>p'S'JS-t!:>7). s-~; Ne/4.>eo~.D ~Drainage Patterns f"t!i--,Pt>, 1~.t) ~~ '1#--V1 r, fl./~~4' • 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course; @ADD THE FOLLOWING NOTE: "Finish grac;:le will provide a minimum positive /r;:::\ drainage of 2% to swale 5' away from building." <.....91 Existing & Proposed Slopes ijnd Topography _ ., :X -v' Q . 3. Include on title .sheet: AD/J TO 5"ffl1Site address · A-pe> / Assessor's ~a~cel Number · · Legal Description xx I For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the squ~·re footage for each different use, existing sewer permits showing square footage of different uses (m;;tnufacturing, . warehouse, office, etc.) previously .approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE .)< ~ / 4b. All conditions are in compliance. Date: _________ ___ H:\WORD\DOCSICHKLST\Bulkling Plancheck Cklsl BP0001 Fonn FJ.doc 2 Rev 12126/96 . :3 '3:;t-1. fl -zJ -ZS -ZV -ZZ Q Q BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drairi .or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ___________ _, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows:---------------------- Dedication required. Please have a registered Civil. Engineer or Land Surveyor prepare the appropriate legal_ description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and sighed by owner(S) prior to issuance of Building Permit. Attached please find an application form and-submittal checklist. f<;>r the dedication process. Submit the completed application form with the require(:! checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication c;:onipleted by:.---------------......,..~ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed puolic improvements 1;1pon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 18.40.040. · Public improvements .required as fo·uows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the. appropriate improvement plans and submit them together With the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement pl~ns must be approved, appropriate securities posted and fees paid prior to issuance of building permit.· Improvement Plans signed by: ____________ _ Date: ---- 6b. Construction· of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _ ____, ____ ......... __ so we may prepare the necessary Future Improvement Agreement: This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future· public improvements required as follows: H:IWORD\OOCSICHKLST\Buildlng Plancheck Cklsl BPD001 Fonn FJ.doc 3 Rev. 12/26196 BUILDING PLANCflECK CHECKLIST 1st.I 2nd.I 3rc1.1 0 0 0 6c. Enclosed please find your F'uture Improvement Agreement. Please return N'A 0 0 !YA 0 0 NA 0 0 NA 0 agreement signed and notarized to the ~ngineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required.: SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. · GRADING PERMIT REQUIREMl:NTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Write "No Grading" on plot plan if none is required .. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted ·together with the completed application form attached. NOTE: The. Grading Permit must be issued and rough grading approval obtained prior to issuance of a Buildinp Permit. / . Grading Inspector sign off by: -a· ..... · ---'---.,....,.,--------"-Date: tq 7c. Graded Pad ·certifieatio.n· req1,1ired. (Note: Pad-certification may be required even if a grading permit is not required.) Q 0 7d. No Grading Permit required. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjace11t to the pµblic Right-of-Way.· Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: H:IWORDIDOCS\CHKLST\Bulld1ng Plancheck Cklst 6P0001 Fonn FJ.doc 4 Rev. 12/26/96 '·' • BUILDING PLANCHECK CHECKLIST 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on ·the following page. 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. -District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: _ ---,---------------- Date: 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination · System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such. improvements shall be approved by the. City Engineer prior to issuance of grading or building permit, whichever occurs first. 12. )!{.Required-fees are attached O No fees required H:\WORD\OOCSICHKLSi1Buildlng Plancheck Cklst BP0001'Fonn FJ.doc 5 Rev. 12/26/96 ,. ~ ENGINEERING DEPARTMENT FEE CALCULATION ··woRKSHEET D Estimate based on unconfirmed information from applicant. \lS..... Calculation based on building plancheck plan submittal. Address: _________________ _ Bldg. Permit. No. Prepared by:--,f.;Z/___.~--bate: 7~ l5 :7,/Checked by:-----~ Date: ____ _ EDU CALCULATIONS: List types and square footages for all uses. EDU's; ----- ADT CALCULATIONS: List. types and square footages for all uses. Types of Use: --------Sq. Ft./Units: . . -. . ADT's: -~_/_8 __ Fer-:&~).f#7 FEES REQUIRED: WITHIN CFD:~ES (no bridge & thoro1.mhfare fee, reduced Traffic Impact iee) D NO D 1. PARK-IN-LIEU FEE PARK AREA: FEE/UNIT: X NO. UNITS: = $ ________ _ ~ 2. TRAFFIC IMPACT FEE ~/8 zi---AOT's/UNITS: X FEE/ADT: D 3. BRIDGE AND THOROl,JGHFARE FEE ADT's/UNITS:_____ X FEE/ADT:_______ = $ _____ _ · ~ 4. FACILITIES MANAGEMENT FEE ZONE: ___ _ UNIT/SQ.FT.: 49, ?'16 ff> X FEE/SQ,FT./UNm O ~ =$ /81:So/ ~ r ' ~ 5. SEWER FEE PERMIT No. 5€t:f 7 C>_/ z_ i EDU's: ~b • 'J 9-X FEE/EDU: /~/0 BENEFIT AREA:------- EDU's: ----,--- DRAINAGE BASIN: -----x FEE/EDU:__,... __ 0 6. DRAINAGE FEES PLDA ....... ......,___,.---,-HIGH /LOW ---..,...... __ ACRES: _____ _ X FEE/AC: ___ _ D 7. SEWER LATERAL ($2,500). =$ ---6- =$ _____ _ .;::: $ ______ _ TOTAL OF.ABOVE FEES*:$&>, Z>Q *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and lmproveiner1ts may also be required with Building Permits. P:\DOCS\MISFORMS\FEE CALCULATION WORKSHEET REV 01/28/97 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE. PROJECT INSPECTOR: Al LIAJw ~ . DA TE: Avy. ) 4-J l tJ J 1 PROJECT ID CL 94 -0 q -0 2 GRADING PERMIT NO. ___ _ LOTS REQUESTED FOR RELEASE: P~ Js SA...,/ SA-.:i.. SA -3 NIA = NOT APPLICABLE . J . ;, v= COMPLETE 0 = lncom lete or unacceptable 1st. 2nd. v v 1. 2.· 3. 4. 5. 6. 7. 8. 9. Site· access to requested lots adequate artd logically grouped . · Site erosion control measures adequ·ate. Overall-site adequate for health, safety and welfare of public. Letter of request for partial release submitted 8½" x ·11" site plan showing requested lots submitted. Compacti9n report from soils _engineer submitted. Engineer of work certification of work done ·and pad elevations. Geologic engineers letter if unusual geologic or subsurface conditions exist. Project conditions of approval checked for coriflicts 10. . Can water service be installed prior to bringing building combustibles ort site. L.ot I B :f.. Ftv-e p'f'c+eor:ti'1 .vJ«teY '1_.nJ utH W{'{-#l1l6'r~CCi5.5 .Y>o+-_y~+ iVJshtO.f 0 Partial release of grading for the above stated lots is approved for the ..purpose of b~ilding pennit issuan~e. Issuance of buifdin_g pen:nits i~ still' subject to all -nonnal City requirements required pursuant to the bulldmg pen:nrt process. . . D _P_a-rti_a_, r--'e-le_a ...... se_o_f t_h_e_s_ite ......... is_d_e_n_ie_d_t_o_r t-h-.e-fo_, __ ,o_w_in_g_r_e_as_o_n_s_: -:-------- Date G.\LIIIRAHY\EN<ilWPDATA\INSPECT\FORMS\J'ARTSITE.FRM ~/ PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No.' .CB 9-:z-It../$ Planner L>on. Neu APN: 2.ll-:IC0-09 . Address --,------------------'---- Phone (61 s) 438-1161, extension t./t(~6 Type of Project and lJ~e: Sef'viceWmi~irtcp,.-fie¥'1 Arera o£ LE'G?LAN.Q Zone: c.::.,-9 :Facilities Management Zone: . ____ ..... /"""'3'------------- CF~out} # ~e One (If property in, cor\')plete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend (8J Item Complete Q Item Incomplete -Needs your action· . Environmental Review Required: . YES / NO --. TYPE -~-- DATE OF COMPL~TION: --------- : -'I, Compliance with conditions Of approval? If not, state conditions which require action .. Conditi.ons of Approval Coastal lone· Assessment/Compliance Project site. located in Coastal Zone? YES ,/ NO __ If NO, proceed with checklist; i.f YES, proceed bl31ow. Determine status (Exempt or Coastal Permit Required): If Exempt, pr.oceed With checklist;. if Coastal Permit required, hold building permit until Coastal Permit issued. Coastal Permit Determination Form alr~ady complet~d? If NO, complete Coc1stal Permit Determination Form now. Coastal Permit Det~rmination Log #: Follow-Up Actions: YES NO 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. @~o lnclusionary Housing Fee required: YES __ NOL (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Site Plan: 1 . Provide a fully dimensional site plan drawn to scale. · Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: .()iM~iOr\ OV'i Required ~u·,reJ .s-i'ie-plcrn Front: Shown ------Int. Side: Required ------Shown Street Side: Required ------Shown Rear: Required ------Shown Shown 2. Lot Coverage: Required ------ 3. Height: Required ------Shown 4. Parking: Spaces Required ------Shown Guest Spaces Require~ _____ _ Shown ------ ------ ------ ------ ------ ------ ------ ------ Additional Co;ments _ _.;::S........,eJ-=-==e.;......_· --'g~±k:t'----'-'-=c::;;..,h'--"""eJ,.._.....,'--'\':..._.,_b;==+.,___ ________ _ ·oK TO ISSUE AND ENTERED AP~RO~AL INTO COMPUTER in~ DATE 8-/2fl • Plan Check No. CB 97-1456 -LEGOLAND Service and Administration Area Planning Department 2nd Plan Check -July 15, 1997 Additional Comments: 1. Approval of the Substantial Conformance Exhibit Mylar for sheet-PW00l is required prior to building permit issuance. 2. Please provide the design of the exterior light fixtures o:n the lighting plan included in the plan set. 3. The proposed refuse enclosure doors are required to be solid doors. Chain link is not acceptable. Please revise the doors and specify the new material to be used (metal, wood, etc). 4. Provide a sample ofthe whity split-faced concrete block proposed to be used for the Gardener's shed , trash enclosme, and the perimeter walls in the service and administration area. 5. Provide a copy of detail 041 referenced on the plans but not included in the detail book submitted with the first plancheck. City of Carlsbad 97156 · Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, July 23, 1 S97 Reviewed by: ________ _ Contact Name Kyoko Adachi Address 1655 26Tn st ---'-.,...C--'--------~--~~~-~ City, State Santa Monie~ CA 90404 . Bldg. Oept. No, CB971.456 Planning No. Job Name Lego/Admin #1. Job Address ----~---------~-----'--Ste. or Bldg. No. -----'-------,-~ D Approved -The item you have submitted for review has been approved. -ihe approval is based on_plans; information and/or specifications provided in your submittal; therefore any changes to these items after this dat~, including field modifica- tions, must be reviewed by this office to insare continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. ~ Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd __ _ 3rd.~--,,--- Other Agency ID CFD Job# __ 97_1_5_6 __ File# __ ~_ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 Mott . STRUCTURAL AND·. DETAIL/DESIGN CALCS SCANNED SEPARATLEY SEE ENTRIES UNDER CB972027 I :I I I I I I I I I I I I I 1· I I I I z I- a: <( ~ cj z z Z MARTIN & DUNN, INC. ::J Structural & Civil Engineers 0 7801 Mission Center Ct., #'400 San Diego, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 STRUCTURAL CALCULATIONS FO·R Legoland Carlsbad (M&D PROJECT NO. 960240:.00) Service & Administration Cluster (IGMP #1 Package) ------- Architect of Record: HellmutH Obata & Kassabaum Cluster Project Architect: McGraw Baldwin Issue No. 4 July 7, 1997 'l 11 .-:I :: ,. ·.' .. ·::I ., '·~ :.] ., :-ii •: :; .~ ,' .11 ,. ,, ,, :1 l!1 " ,l '.• ,• '.{I ~ ~- f! 1 ~ ,., ,: ?1 ,! '! :ii " ii ~ ) I " ; I . _; I ... Mt".,.,.,., e:_ ~,,.,...,..._.,..,, -:, _.: .....,,,,,_ ·•r:, t+Q'H,el~·J t _ ~ ::r::tt ' +¼I!/«>~ ,r < >' ( t t ,,..,__,,_,_ ..... , __ w.......,._ MARTIN & DUNN, INC. Structural & Civil Engin~ers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO .. ----,-.,..........,.---,--~--OF~·----'-- CALCULATED BY IZ::M?/f::2.A:: . DATE JUL'( q:z Phone (619) 497-21UJ· CHECKED~Y-------DATE ___ _ Fax (619) 497-0429 SCALE.;....· ----------,------'--- 1 :' 3 •I 5 6 7 II I !! 3 •I t, 6 7 :J l 2 3 •I t, f> I tl l ';! ;J ·l •, L / Ii I :! ,1 ,I '• t, I II I ~ :.1 :I !l ti 7 JI I .• I •I \1 Ii / II I .! :J . Pt.AN :a~ C&:~tz:6C-,:nt>N4' -. ·ri:,tt, ~' . . .... · ~8RVl&8:· 4 _ AD['11 N l~1]2A-rroN . CL--U:21]5J2 2 f7 ~i\'N ~?IC ~otJ~j ; 1 -~-r-rgfZ, ~M G@T66tt-NlCA··L-0NSUl;,"ftf1Nt t:i ' • A-11:z l?:e:]fUb~ . @4t--Lb?L.,tek; 4 U~U1:Y -~L-1%.-.. -I A-zo~ • • • , • • • r • • • • • ~ • 0 WA~l6--4 ~N~ ><121. _l2E:Pl.,A--ie-s·: ~~8: xR-z-xg.~ _REPLA-~: ~q-3 .. : 12::LS~~B·: 2 fiOi:?~ -~if'la, -><A1-~ta : : .47f"ha'f A:1. ~ YAZ-XA~ _.NGW( 1 ll :.1 ·'" 1 : '" ' XA'1-XA:.:1.6' ~ N~ ! I !I i I . i I - !1 -~~: ~rte~, .. : .A-~ ..... --NEW'. ' " '" ' .,,, > fl,. f: t ,. .:.:,,,::Y ,. '" • .. ,, ' ,. " ' '" •. ,. ,,, ' .,; ~ ,. -' . ,, ,; ' "' • ' ~ ' ., •'• ,, "' • ' "' ' " " " •• ~ ' -• " .. -... ~Jr- . ~ l'/!OIJUC17ul I Nt:11!; 1,,~ • .. r,: .. 1o M,1~ lll~/1 foOrJ..it'110:1ElOI.Lf1iU·l·%0U~6'l(iO .. :·.1 ,• •.· ··1 .. .. , ., .. ::)I •' •, MARTIN & DUNN, INC. Structural & Civil Engineers - 7801 Mission Center Court Suite 400 $AN DIEGO, CA ~2108 Phone (619) 497-21i8 Fax (619) 497-0429 SHEET NO. _______ OF--.. CAt:CULATED BY -~tv11/f~A-. DATE J Ut)( 17 CHECKED BY -----'-......._a. ___________ DATE ------- SCALE ________________ ~------,-------- ·:1 :' I t 'J I '> U 7 H I •' :1 •I :, lo 7 . IJ I :, •t I_ ', h . / II I ? t I ~~ 11 7 '\ __ I • J ~ _ '., \, I JI I :0 1 ( ', _ h / d I .~ :1 4 '• t, / tt I 2 :1 ·;.1 ,, ,· .. , \I .. .. .. ··1 \ " :, .. , ··1 j.l ...... , ... i ·' ;:I . ~ ~ .'.I ~ •.. .r t •.• \ ii ; I . !1 , .. . ; :1 ·i 1 · : J w J ' ·----- :i ;I ... < ii ' MAtN::rni4JtN6~ ft !2:rot,l\-6e;'.: &LfH ,a, 1'16 ·-. . .. , .. "'" . /?OO'P .Ol~AYH : . . { l,1/,l\'\A_, AlJalts~,tGe; -tD ~ F-) ~ . ~~'7 '?rhw ,, :, . . .. U~/tl..: A:t!A1X~~ . Le~ r?IA']?Hfft6~) )(H:1-XHZ--~?eb ~ . ~T? • 4 11\~tt'Mf ; XM~-><Jv1'7D ~ tz_~ ; ~s G Hoq-m . XM '7.L . _: }1 glj./. ., --~~t67: '?~ e>zio ! -l,I ~.-.,-",-,.-.-.~-,-.-.. -,-.-,,-,.,-.-,~-,-~-,--N-,a-,-,.,-,.-,.-.,-.. -,a-.. ,-"~"'-'"-,,-,a-,-N~.,-,-,.,-,.-,~~-.-.. -,.,-,-,.,-.. -,.-.-.-.. -.. ,-,-.,-~-,-~----.,-',., fll()l)l!CT .:fJ7 I :Vt:1m 11•1 •,•L\•11 \h». u1,1;1 luUr<l1•1 l'l1(1U[ f\JLL tHlE I tl>JU t25 t>'.klO •. j . . . ..... ,.._ ··-.. ·-..... ,, ............ _ ,. .... -·· . . . . . I I JUN-2•-97 1s~11 FRdH~HbK_L.~. 10•31045.34523 P.a.•• 8 /.'S\ I _::._;=_.: •· .. I I I I I I I I I I ;'/:?), .: '@·. ;•: I CarW.ac! 9T-1456 · Jua.e 17, 1997 j. . , • FOUNOA TION --'. / ! /: Provid& a fetter Jrcm the ·soils engine~ confirming that the foundation plan, r · grading plan_ and spec:ificaticns have been reviewed and that it has been · · determine,ftiiat the recomme.~ations in·the soil report are properly incorporatea. / I into the plans (required by the soi! repent · ---:i>--~ ?L£AS"E. -F'1r,.,o 1'HlE: A11'"AC~ L-£"-f1°Gr-< DA1'€D ;J'u'-'1' l, IJJ-7, 17. 18. 19. 20. 21. The soils engineer and desi;ner sho1..1td. ccmment further on the "Special Design• portion cf t."\e report. btginn!rr9 on $~&et 22. The cwnarsnd desigr.ier should comment further on the undetlined-porticn on she.et 24 o.f tiie re rt (dealing with seitlemenn. . . \\ . . . . ' . Note on plans that SL,Jrfaca W&ter will drain away from buildir-,g and show drainage pattern end key elevations. S~'ction 1804.7. - ~£' }'-.)~ -s -1',t;. \) i"i"'A1- On sheet S20.1, the pad footing details refer to •14A" and"148". ,Detail 14/S501, however, doesn't have an ·Atl or • a• component. There tffms to be a detail· referencing problem thror.igho1..t the structural plans. . . DE/fPr\L. __ /Y /S'50I HAS' B€£,v ~€:\J!SE"t> 10 ltv c.t.. VDG: !YA g_ )'-18 U)/Jbi 11>/J;. Show th$ feating size at the 8x4 ~lumn on sheet 5205. Check for other missing , eallouts. ALL· r-oof1,-.,,<.r--S ot11.r101E 11--1( SLD~ ~N\/~.Lt>f'E' NO\;,.) I..\A..Vc: L 'S"i'f"Ll n-C-CAt..LDVf.Y /11.YTCR.to{< F_OC"ttt-J&:S AP.le CAl,...t...(9;> C>V[ Af 1'1'(, C>F'fl .• Specify the rebar In the grade b$am on Line b on sheet S205. · Df1. 1Als:~I HAS !31£'€;,.> 12.€~R£N(€'o WI-nu+ fVE f~r t;o {)c1 ;g/s,01. 22. · On sheet S207, ween'tan "A· type footing intended at grid 0/1'? Piease clarify the relation of the oth~r 'N footir.g on !..Int O with respect to the grade beam there. (6) HAS' r3 l5"G f'J ~£ Move:,, ; 11 HA .r 6Lf£'-tv '(2€f LA(.~· 8'-r' . '1t-+e' DIZ. ~At.... . : ~ Dt1A11-. ,~ /s"o/ . i J . . 23. 24. 25. .. M detail 15/$503, pleas a clarify the reference to detail 8/S501. Please check elseWhete in the plans f ot ccrreet detail refarenelng. / l fµ-& o€1A1L R&F~ /-14s e,,:eN a!AlvCrrn> 1<> M si£D1 I • STRUCTURAL _ _ . Where flexible·diaphragms provide lateral support for waHs1 the value cf C, fo1H 1~ t1~~ f , ancliorag& from use Table 16-0 shall be incr$ased SO% for the center one-half M'Z= l"l\l~i ! of the diaphragm span. See footr,cte 3 in Table 16-0. Please revise sha_!ts , )(Cs :1 ~ b 7,1. . d M46, G25, sto. in the calctilations. P~AK Fir-JO 1<e-v1~ · CAL c.. -s ~--r.r _. - AL$b f='. IND , D tarJ. -U.. . nteAfS'. sf'lftJncD Ot-J Srn-,~J' S22',J~?..#3r~'l b When speciaf inspecti~n 1, required, the architect r>rengineerof record shall pr¶ an inspection progrsm wtiioh chall pe submitted to the building official fer approval prior to f s~uance of t'ia buiiding permit Please review Section 106.3.5. Please complafe the attached form. SGB" A1fAGYe0 F,c-(2..M ----------------·--·-. ····-... , . .... ·-... -"'· . ..: . -- ~~N-20:97 ii~l2 Fk~k;~O~ L.A. l O I 3i 045 34 52·3-PACE 7 I I I I I- I I I I I I I I I . ' I ·fa)'Z ...... " Culabad 97·1486 .Jlllle 17, 15197 28. · f'iease revise Special ·inspection Note. 1:3 on sheet ·s 11 o. -calling for ~5% ~ th~- a1'lc.1i0rs to receive special inspection. ~ such anchor must have special 1_·: ·inspection.. · . · _ · 1 "1of£; o;., s.J.-l.C£1 SJ{ZS¢ (wA.s-SJl;;aJ HAS-~aN E<F:vlS€D. · 21. On the coversheet of the pf ans,· specify ar:ry .nam1 that will have a deferred submittal (atorafront framing, ate.). AddltfeM/[11. provide the fo!lowing nets on the. plans, per Sec;: 106.3.4.2: "Submittal documents for deferred submittal item, shalf'be submitted to the architect or engineer 0f record; Who shall review them and forward them to tiie buHding official with a notaticn indicating that the deferred sut;>mittaf document• have been reviewed and that. they have been fol.rid to bein ~eneral conformance-with the d.esign of the building. The deferred submittal items Shall NOT be ir;istalJed unt!f their.design and submittai documents\t,ave been apprcvecfby the.buildlng official: . ~c. G-··ieA:vJ·~ 8ALoe,.,1~ ,rQ \;-J r.1 1~Ht t-ov~ 5*€'1, 28. Regarding 1heet S.204: 29. 30. 31. 32.· 33. 34. . a) b) c) d} . e) Specify tt)e_roofframing over trie bcott:i 2.~ ~ 12.A. (!_ i'{110 /c kDOO Specify the cempfete GLB size. ·15110 K J 3 11-z_ &-LB. Av.,t:D Specify the focrjng/co!umns sizes. ~X'lf1(,ul; ~Ol:J1 <e 6-. L. (6) --(j) IS-SfeOn€'D AS"' '(l(f, bf~ Recheck the f!agpofe footing detail referenced. / Rtr~et,..)c~ 11fAs-~~tJ 12,a;,sa, -co· -:::;-.s '5"01 As can be seen from the· above, thi$ sheet is substantia(fy incomplete • ~o-1 ~p.) MO ~Ii;_,. P~1"lo,v of-HL£ WAI' f.>Q'I S/.\\/18> The subdiaphragms on sheet S225 at Line A, etc. should be ~rried out farther (to maintain proper. subdiaptiraQni ratios). PL€A~ 51=~ '2.€'"\Jl.n:--o (A't..C..s ~ ,-..i . Slk€\f1Y Xr-11 &. ,C-M"'t. (INAY -~4b S, M4~) t Sl,;.OGL<S' <\,Sf~ kJ>'C€0 o/0 Some beam sizes are rni.ssing ~ $hoet S.225. SHl:::---E'~ > s--z.-z..;-4 5'"2-2.. 9'" • 51~-,s->-fA;,11!' ,{5!£c,-.) peovtDt0 {,@ 6,l., (£)) Ploescs detail the reenttent comer on sheet S2~5 at grid D/3 for chords/drags. fleAfG ~ oe1,ftnS-. -=?-) A ~ IO O,'J m s-,~ ..(. D£'<, 1/55"0'2. Please provide u,e design for-tna support ot the left slda of Panel 19 on sheet _S30~nd simiiarcondit!ons. seE"· R.evt.~ P4f.1'€"!--~-'81.Mlol'..JJ' tj;g.._@, oF St4£e'( s;-~o,s {®-~~) . Detail and ~&sign the enchcreee to th~ wall for tho tie·rcd at detail 1 /S504. f't,~,4:[6' SI%' CA:LC S);f-€tf'7 )(M 11 i ·o£'1A:/l-, '1 J S51:>'f Is detail 2iS505 intended t0 be part of the systsm rasisting'.the loac!s rGquired by Sec. ·1611? If so, pfease justHy It. 1 ..... • t! · -WM<-,4,...:C,,bf-or( ~,(RA(' {'(ooED \ __,.._,.,.----···· .-.. · ......... ·---:-·-~:---~··········•':" ....... , - . I l ' l I l j I I . i . I -l I i . ' I r .• . . ._ . -.· ... -. . - ' * ; -: . ' . . -. . . .. -. k,~;~~ ,.:.~_:.~.,.-;-,,:,,~,,,-:,. "~~-·-l~: . .:.-~~ .. ~~~-~~-;:,·:., .. :<·.~~-~:: ,::. ;~.Y;:_fl;..~;_-·=.-c._-:.,~~L~.~~:. ·--.. L:.· ___ ,: ~,~.~~_,;_,=:==-'"-"'~:,:_~,,,J-,"'"°_.,:-d,..~=-~~ ~.;. I I I I I I I I I I I I I I I .. ~. , .. •.'\ t~i:.} ... ~UN-20-97 15•13 FROH,HOK L4A. IC, 31-04S34s2·3_ PACE B CarlalJ&cl 97•1456 JUDe 1 "/, 199'1" I' ~ I, li j 35. Regarding. the structural calculations:· · p. a) b) e) d) 8 I i Show on the plens the ~ footing,per sheet RS. 1 • SI%-·,~·µ1fv,:t") C.A;1--c.... ~-E1 XRI Fe ,iR.7. ~ XR3 v;J.f!Cl--{: NA1Cl--f The pfw dcn't show the c::,rrect T JI callout from sheet A 1. · F 0 ~1iiu~r O "' Si-11,, s~ ~2-"'Z:f ~',r-:s,,~ 'f:f'Vt.f.t;c:> -co '1,,,,,.-,1rc..'l)c.· s2-o'"2.. Show en the plans the reinforcing as specified on sheet A33~ · S.how on the plans the coJumn/footing size as pst sheets S7' and 51 o. · SA:1-1~ 'Rl&'sf>_O,-.),St" AS-· -1-fCM ~2 C l The ~ngineer should p:-ovide a listing of all app,licabre provisions from S1ctipn~_2211.a and 2211.5, showing how the braced frame design i/ aatisfi~s each prevision. . · · H PL tf'ttr!' St%" f.,.Jf)N C~(.. ~1T Kk 's -)(~ .... ('3 C> ( ~-r. ~ · 36. f) Sh•ltt M60 ia too faint to read. R E:l'·LA--C.!Z'D 12ii ~ /'-1. J """ Kt'l 1-o . • MISCELLANEOUS Gu~rdraif s {Section S09.1 ): a) b) C) Shall have a height of 42", S.haU be detailed *h9Wi(lg adequacy of; ccnnections to resist the horizontal force presc::rl?:ed In Table 16-B. · - Openin;, between railinga ahall be less th$n 4". Toa triangufarcper,ings . formed by the rittr, tread. and bottom •lemer.t of a guardran at a stair shall be less than 6". . • tine 24 DISABLED ACCESS 37. Provide notes anq details on 1he plans to shoW compli~nce with the er.closed Disabled AeelJl1.Review list. Disabled. access requirements may be more restrictive-than the UBC. · • ADDITIONAL 38. · The plans submitted ware vary inecmptete. Ple:aJe -fill in the m;any empty refarenoe bubbles, finish· all notes, and, in general. complete the plans. A complete plan rsview will be performed when complete plans are submitted. \. 39. Please se• the following ·sheet.~ for PME corrections. 40. Roof mounted equipmtnt must be screened and rOQf p~netrationJ should be minimized (City Policy 80-S). Provide detailing and design. -0 -·· • •• -·••· · -- ; '· : ., ,, lJ ,, I: i ! I I I ;/?).: ... 0 . : ______ ._......__.______ ---------~·-·--·-·-. . \ i •• ,- ~ .-_- ~--:l 'e; ••• ~~~-~1~t~~~~~--- I I I I I . ::I :.;ii ·! ,' ~I ! !I ' ii -:I ·' ·'.I ' ;I :I ,· ii ,, ··!I -:1 I I 1994 UBC Section 2211.5 2211.5.1 2211.8 2211.8.1 2211.8.2 2211.8.3 2211.s.4----- 2211.8.5 Legoland Carlsbad (M&D PROJECT NO. 960240.00) . Service and Administration Cluster RESPONSE TO. STRUCTURAL PLAN CHECK COMMENT 35 {e') Design Items Column Requirements . Column Strength. Columns were designed for axial compression and tension resulting from load comb/nations in item 1 and item 2. See load combinations 1 and 2 of RISA-2D calculations. Requirements fpr_Braced Frames, General. Braced frame is classified as a standard concentric braced frame and has been designed according to Section 2211.s. Bracing Members. . 2211.8.2.1 Slenderness. Bracing members have been designed to meet the slenderness limit imposed by this section. See calculation- sheet XM4. · 221 t.8.2.2 Stress reduction. Bracing members have been designed with the reduced allowable axial stress required by thjs section in lieu of designing braces to have the strength to resist 3(Rw/8) times the code equivalent static forces. See calculation sheet XM4. 2211.8.2.3 Lateral-force distribution. Bracing members have been configured such that the hdrizontal components of tension and compression forces do not exceed 70% of the total lateral force . . See calculation sheet XM3. Bracing connection. 2211.8.3.1 Forces. Bracing connections have been designed to meet the provisions .of this-section' by being designed· for load combinations 1 through 6. See calculation sheets XM3 -XMS ~nd XM9 -XM3Q. Bracing configuration. 2211.8.4.1 Chevron bracing. :Bracing members have been designed to meet th.e provisions of this section by being designed for load combinations 3, 4 and 5. Load combination 5 is derived frQm Section 2211.9.4.1 as required by item 3 of this section. One-and two-story buildings. Braced frame meets the requirements of Sections 2211.8.2 and 2211.8.4 and is therefore exempt from the provision of this section. · ;_:1 ;;1 ·;1 ', ·:1 I I .1 I ··1 I I 1· I I I I .. 61'3 25851':!'3 F'.02 LEIGHTON AND ASSOCIATES, INC. To: AtteJttion: Subject: Reference: July 1, 1997 LEO~) Park Planning, Inc. 5600 Avenida fincinai;, Suite 130 Car1$bad~ California ?i008 Mr. David Cattle Project.No, 960ls1.001 -----· Foundation Plan Review for Service and Administrtttio11 Buildi,~gs, LEGOLAND, Carlsbad, Colifornio Leighton and Ai;:;ociatcs, 1996, Supplemental Gcotcehnical Jnvostigation Logo Family Park, Carlsbad; California, dated July 23, t 9.96, Project No. 960151-001 Martin and Dunn, Inc., Structural Plans for Service and' Administration, LEGOLAND, dated June 3, 1997 Leighton and Assc.,ciatcs, 1997, Lagoon nnd Preliminary Foundation Design RecQmnicndatfon~. LEGOLAND, Carlsbad, Califor.nia · Jn accordance with the request ·of your structural engineer, we hereiil provide our review of .the structural plans for the proposed structures in the Service and Administration Arca of Lcgoland, Carlsbad, Califhrriia. Based on the review of the above referenced structural plans, It is our opinion that. the plans arc ii1 general accordance with the recommendations of our above referenced reports. In addition, based on the comments provided by Esgil, we provide the following estimates of anticipated differential scnlement below the proposed structures. . ··Budding· •· . Aj,jlro:dmato Proposed DifTereritial Fill ··. :-. Aritioi "fi'te,fD.iffeiiritiar,i'-i . ' .. , . P. ,,. .... ,•.c·,•,s., ..... , ·, ',·: '·r Location I Finish Floor Elcvnti.on, (ft) Thickne.ss,'(ft) ·:·:. ·: .. =·=.: .. settti,mehf(rn~he~W:;},: • · · • • •'•"' , '• • h'•• -• f I I . Utility Pad 154 s J/4 Refuse-158 Je~s than 1 less than 114 Encjosurc Security Booth 152 Jess than I less than 1/4 Administration 153 less than 1 less than J/4 _.Building Gardener's 159 less than I lesa th~li 1/4 Shed --Maintenance 158 3 J/4 and Storage , . 3934 MURPHY CANYON ROAD. SUI I~ B10~. SAN L>ILCO, CA ')2123 (~19) 292-8030 • {800) 447-2626 FAX (619) 292-0771 .. -' .. ;_ ,. ,. ,_ , ,, , ,. ,,. . I I I I I I I I I I ··1 I I 1· I I I I 1:.11,1:JJ./ .1::i:H J.l!.I• ::>J. 619 2585199 P.03 ,, • 9601$1-001 Total settlement is i\nticipatcd 10 be less than 1/2 to 3/4 inches. As noted, the above structures are underlain by minor amounis of fill soils, Accurdingiyt the "Special Design"· foundation· recommendations presented on page 22 of tlie above ref crenced report arc not applicable; Also, the underlined portion on page 24 of the above referenced report is not llpplicablc t<> this portion of fhe devclop~t. · If you have any questions, please do not h~i.itatc to contact this office. We appreciate the opportunity lo be of service. ------· RcspcctfulJy $Ubmittod, LEJOHTON AND ASSOCJA TBS, IN~. Distribution: (2) Address~ ..... --·- (1) Martin and Dunn, Attention: Ronald Joyce (2) HOK, Attention: Kyoko Adachi WunVl~golandS&A.l'-.,.l{wicw TOTAL P,03 (p , .--~ ' ., . ,.• •. .. f· .. ,, ., :: ,. .i ·: ·: ,. t ,· f·. r. •r ,.- •, , .. :,. ,,: ··. •. ~: .. . :. ;1 :•~ :1 \::;::- :1 ii :I. _;1 · :I· !I: ~ I· ' ' ·1 ·1 I·. Ii I:. I ~ ...... ~ ~ttr .. ~. --..__ . ·-. --. ' ·~ ..... MARTIN & DUNN, INC. Structural & .Civil Engineers . 7801 Mission Center Court · Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 · WAuVz & WAt-v ~TlrJ@?o/ fWH-1!-,"'f~. '71~K\}?'C W,1}Ab ~'") I ") ·g~ t:1vu.,(,' · b~ io 1 .. · :. yC>lA.-O·G~ ,o/?";t.tt1e: -~·w:wr-> a1v1-~ t?~l,ttu> = eor:,~.P. ,· ~pe:z;tKL rtJs;f. : W0J..; O,f?(g{)pq,OJ-=-UD~ ~ .Zf·ioti,. ,.fh-:1---Pl~tP ., ft/2-fVtM5W\Wb ~~ ~ff~ ~~ . . 6 1' ~bl;;tO--b~Tro c+-l-!.-1 · vv/ . -+¼4 e 1ea~'1 o .. C, 1 :5>Pe:z;, \).J.~P. '7 ~ () If )( I , .. ? '~. ~ vj-JJ4(3 ~., ~1~AI~ .A~ _ e;_ 6/tT6" ·.JAM,eG w·t1'lt7 p ~ r1 4 ~ ------_;,,--- w~ . \7.:4-:p~ '>( c -t,g. + 5> ;--,.~ ! · -::: 5z,2 ...... r_lr9-______ ,,,__----,IL-. ~ fC>IA,()(.)/fN G irNe::)!.c~ o/~4;, ~ l'Z''C..H IA v.-;~-6~/r)J . ·G,F,.A-,.JD 5.'-:-(Yt · t l \'?" .m V!/-!J,,~ e 2;ii --w._--.· .. ; -, ·!. ·-:: :: .. '• •, ...4 :· ,. !." ~; •' ,, .. ·,· .. .. ,. I I ·:1 ',: .i ii ,, 1:1 I ., ii I ; ' ;I ' ii :I !I I ;I :,1 I I I MARTIN & DUNN, INC. _ _ STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 PROJECT# 960240- LEGOLAND CARLSBAD SERVICE AND ADMINISTRATION FSA COMP A-11j REFUSE AND UTILITY Date: 07 /02/97 Page: Xe 12.. . ·- CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND, COMPONENT A-112 REFUSE ENtLOSURE AND UTILITY PAD 5 FT , 1211 CMU PIER W/101 GATE LEAF - ---WALL & FOOTING DATA --- Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. = 0.50 ft 10.00ft' 2.00 ft 3.00 ft 5.00 ft 15.00 in 0.0() in 0.00 in 0.00 ft ----SLIDING CHECK---,--~ Ftg/Soil Friction = 0.35 0.00 in 576 # 536 # 943 # 0.0 # SoH to Neglect = Lateral Pressure = -Passive Pressure = -Friction = Add' l Force Required = -----SUMMARY----- Pressure al Toe Pressure al Heel Allowable Press. Ecc. of resultant Max. Shear al Toe Max. Shear al Heel Allow. Ftg Shear Factors of Safety: overturning Sliding = 1506.6 psf = 0.0 psf = 2500 psf 15. 70 in = 11.04 psi = -2.17 psi = 93.11 psi = 1.91 :1 = 2.57 :1 ----VERT-ICA!. LOA_DS .,.._ ------ Axial DL on Stem = 0 plf Axial DL on Stem .... 0 pl-f •.•. Eccentricity = 0.00 in Surcharge over Toe = 0;0 psf Surcharge over Heel = 0.0 psf Note:_ Toe surcharge Resists overturning Note: Heel Surcharge Resists Overturning -----LATERAL LOADS ----- Lateral ·Load -Acting on Stem Above Soil Add'l Lateral Load -Dist to Load Start Dfst to Load End = = = = 52.20 psf 0.00 plf 0,00 ft o.oo ft --------SOIL DATA ------,-------· ADJACENT FOOTING ----;..,. Aliowable Bearing = Active Lateral = ••••• Max Press. •••.•. Slope Press. Backfill Slope Passive Press. Soil Density Soil Ht over Toe = = = = = 2500 psf 35.0 pcf 0.0 pcf 0.0 pi:f 0.0 :1 .350.0 pcf 110.0 pcf 6.oo in Vertical Load Load Eccentricity Footing Width . Ftg. CL to Wall Vert. Posi-t.ion of Ftg. ••• Above/Below:C+/-J Spread Footing = = = = = ? 0.0# 0,00 in 0.00 ft 0.00 ft o.o ft No ____ ;..,._ __ _..;. ____ _,.. FOOTING DESIGN ______ ;..... _______ _ Soil Press. Mult. By ACI Eq 9-1 = Mµ-Upward Mu-Downward Mu-Design One-Way She~r: = = = Toe 2109 3432 679 2753 Actual -11.0 Allowable .. 93.1 Cover over Rebar= 3.50 'd' = 11.50 Ru = Mu/bd"2 = 23 .1 Heel 0 psf 19 ft-# 679 ft-# -660 ft-# 2.2 psi ·93.1 ps:i 2.50 in 12.50 in 4. 7 psi f'c Fy Min. As p'ercent Omit SP Under Heel ........ -------Toe # 4 al # 5 al. ti 6 al # 7 al # 8 iii # 9 al 14.49 22.46 31.88 43.48 48.00 48.00 = = .. ? Heel 13.33 20.67 29.33 40.00 48.00 48.00 3000 psi 60000 psi 0.0012 No in o/c in o/c in o/c in o/c in o/c in o/c ---------------SUMMARY Of FORCES & MOMENTS __ ....;... ______________ _ --Overturning Moments -------Resisting Moments ---- Origin of Force ••• # ft Active Soil Press. = 53.6 0.58 So:il over Heel = 0 0 Soil over Toe = -53.6 0.58 Sloped Soil al Heel = 0 0 Adjacent Ftg. Load = 0.0 0.00 Surcharge over Heel = 0 0 Surcharge over Toe = -0.0 0.00 Axial Load on Wall = 0 0 Load al Proj. Wall = 522;0 6.75 Averaged Stem Wts. 0 0 Added Lateral Load = 0.0 0.00 Footing Weight ... 0 0 Key Weight -----= 0 0 Vertical Component of Active PressUPe 0 0 Totals = 522.0 # Resisting Totals Used For Soil Pressure (Vert. component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC ft-# 31.3 0 -31.3 0 o.o 0 o.o ·o 3523.5 0 0-.0 0 0 0 3523.5 ft-# # 0 110.0 110.0 0.0 0.0 o.o d.o o.o 0 1536.2 0 937.5 o.o 0.0 2693.6 # 2693.6 # ft 0 4.00 1.00 0.00 · 0.00 0.00 o.oo 0.00 0 2.50 0 2.50 0.00 0.00 ft-# 0 440.0 110.0 ·0,0 o.o 0.0 . 0.0 o.o 0 3840.4 0 2343.7 0.0 0.0 6734.1 ft-# 6734.1 ft-# (continued on next page .•.. ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 .:1 ~I ' ~-1 :I ' ' i jl ii ' ' :I I l. ii I I I I I I MARTIN & DUNN, I~C. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 . PROJECT# 960240 LEGOLAND CARLSBAD SERVICE AND ADMINISTRATION FSA COMP A-111 REFUSE AND UTILITY Date: 07 /02/97 Page: X e'2? CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND, COMPONENT A-112 REFUSE ENCLOSURE AND UTILITY PAD 5 FT, 12" CMU PIER W/101 GATE LEAF ( •.••• continued) ----STEM SUMMARY . Top Stem: From 4.00 ft to top of Wall 12.00in Masonry -w/ # 5 al 16.00in, d= 9.00 n f'm= 1500.0psi, Fs= 24000.0psi LOF= 1.33, n= 25.78 Solid Grouted, Special Insp. Wall Wt.= 146.30psf, Bar Embed= 12.0in Mactual = 1102.7 <= 5042.4ft-# vactual = 2.44 <= 44.67psi· Interaction Value= 0.219 Second Stem From 2.00ft to 4.00ft 12.00in Masonry w/ # 5 S 16.00in, d= 9.00 n f'm= 1500.0psi, Fs= 24000.0psi LDF= 1.33, n= 25.78 . Solid Grouted,,Special Insp. Wall Wt.= 146.30psf, Bar Embed= 14.9in Mactual = 1885.7 <= 5042,4ft-# Vactual = 3.19 <= 44.67psi Interaction Value= 0.374 Third Stem From 0.00ft to 2.00ft 12.00in Masonry w/ # 5@ 16.00in, d= 9.00 n f'm= 1500.0psi, Fs= 24000.0psi · LDF= 1.33,. n= 25.78 Solid Grouted,,Special Insp. Wall Wt.= 146.30psf, Bar Embed= 7.3in Mactual = 2871.0 <= 5042.4ft-# Vactual = .3.75 <= 44.67psi Interaction Value= 0.569 -----~ t'-,,. 541' 16" V "'4 • 24" Horiz HEEL (top) : • 5 • " o.o. TOE (bot):• 5-• "o.o. • 4 HORIZ, AS SHOWN 3" ~ lo ... 1a ~ ;:, N O" V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 w _::::I = ., \1· :: .... ·,· ·::• \I : ,:; !•· \1' . :~ •:. J) :::-: ·:1 '" ,· '. . , .. '" .. •;, \1: ::, I ; :~I : . ·., •:( :.·,, ~I•: 'I .. , ··.· \I :: . I: ,: ·i.l ::: ·' ·:1 .. ' •, ~I·.-;:, : '\\ 'I ~,;, MARTIN & DUNN, INC. Structural & Civil Engineers . 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 : '• 1, / ,t I I '• I' Ii l ,; I "• I.. I •, f?t&e:: f;tA1vt10b fkW l/l.,c-18~,,..p ft~ l.A ... -t U> -~fl. JOB l--~bO/..,,tNO .. ,A9g lN . }?U?y, . q~~Z:4-t> SHEET NO. . )(A J, OF XA1-1 CALCULATED BY ff A-DATE. G-/4-CJ"7 CHECKEDBY .e6Yl~a-:7 eM.,. DATE J1Aw.q1. scALE t<?Hff:~ah-A--to~ ~~ f!H& I •• d '• I' I •, I }: I& ~0 11 o/ :; 4-'-t>" ().t,. °11r _,. ?6 X 4-.;. 144~F --7 L,,L,.~ "Z-Of'~ t»n..~ Cl8-tio)C4') = lSZ j?LJ > W-M& 'U?" ~J.:Ct36C-e,, ~,, (l(l.. iz~ --r J:t:~ e ~,, J .... '?i'---~' 7,4"" ~1 X"7&/ ,.: \l.62-o/P ? kl..--:::: IZp~.(l Wft.." (18-1-IZ-)(~~J ,._ /O~V pi:g._ / ! . , .. .. ,,··, . \ L.• ! • j ~ Zk1,.611 ,;t -:.. :?'r' f7~1 -e 6t:?4 ~p. ~ L,L:::: 12,,.p~ . ~:. Cl8flZ-;{~) ~ L.o~l) rt#-' N -t. Y3t(~ -r l Dt30 (1A)7~ -t 17, tJ ~'"-· ~ B . . ~ JI v7 l. w::f-~ l DBD (2A} ,.~ la.., t>. Jc::., r--------· ---,-----'-------. ~ . ., -:--z:,--Y (#~f'' 'i. 11/{; Gl47 c,/1' · lJtl B ~:" x 18 '' ~ !,,f,'1 "lt-.ld• • • 1 '1 ',1I) \', !1• ',J,, 1,,.1, l''/ .. y .• :~I --· ---·~" ~· ·-·· ·-· .. -· ---·---· '.· J ·., •'/ 'J ;. ('': :·, ···~·::: ~I ., : -~ ., I :, .. ·:j \I :: ., i;:1 · .. _., }I ?; '· ., .. '.I •:: ,i ,• ··1 ? .. ., ... -.;;I •'. , .. -11-·· ,. ·::1 ~-: .. I :,:7:._. .... ··-:..· ii /1, "' ·: , .... i:I ~ .·1 ::.:_:·.~\) .. ,, ,'j ',! • 1 ;1 .. , MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 I :• I I h I; / tt I :• 3 ,I f, Ir / b : ,• .l 4 ,, Y ! 11 l :., •1 ,J :, \, CE &Cf~rv WA:vL vJ (fol)· r-:::-t-J"(tS P.Jf-vL -t 1r) irf ,.,,,) :; 1l fkf-Di.l &01..,1... {/IS~(!) Ws11 = I';)<; -; > ::: f8-1PJ./- (rhv,t) 115' }·3 ':-9 CA%8} W5l,,:: == r~1 f }.,f (r.\.51,, 1. J fsi,.,::. 4tx F/5 ,,,.. '";J-v~#' : If W i--.. ;: . .J2L..CJ.!.2._ = . /5 2 f ,tr DL ~x15' W.i,c,.~ .-fixi0-:i, -i:./<:::>e,-1,ri.,\;. f' .f\,I ~ .-;,-t>ott .------- ~.,, ; ... . . . . " . ,. SHEET NO. XA:Z, OF ___ ......,__ ~-.-fvµ·f:5' rq-:;,· CALCULATED BY-. --'-~----.--.---=----DATE ______ _ CHECKED BY..,.._ .... · --,---'---------DATE-----,.--- SCALE -----------------------'-,--- J ., 1, l II I I J ,\ '> " I 1, I :! :, f.sv C,>,s:w (Z.'J1) t j.CI' i;:z, ,:;;,:J;•,;:z;-1 r::.i ,;::;,::;i,1::r1:;i. ,:;::. 1t:;,Lbt[::=r:tI;T,'l,q+..ll-,-~W-R_-'-,-~ 1 _ I . I .. I ~ 1 I t _ 1 ·-"j """" , ,~ '1 ·~ fs . ..,, 11 ' ~Y'< (i&:~ ' . j i ~It. l I I f I J l f I ,, 't ' I -r ' ( \ -r I l l I ~ • "' u Pfl:.JOUC.T NI I Neat: Int wv!,,n ',i.,::) 01,i/l 1uUfdd l'l!Oll! lotl Hill I :iOO ~l5 f.380 I 1cr .!I ::I ii ii :r1 :I I .;I _ii(?:, •,' I ' --· ·;1 :1 ' ~I ;I . ,•' :I I MARTIN & DUNN, INC. STRUCTURAL &·CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 40.Q SAN DIEGO, CA 92108 . . ,1.:. • ,' • ..!.;. ~ . ·.-·. · ... legoland carlsbad job# 96-240 service & admin cluster RMS Date: 06/30/97 GENERAL TIMBER BEAM DES'IGN - Administration bldg: roof trusses at mech'l area screen wall case 1 BEAM DATA Timber Section 3:125x19.5 End Fi'xity Beam Width = .3.125 in Elastic Modulus Beam Depth = 19.50 in Beam Density Lamination Thickness = 1.50in Load Duration Factor !'in:Pin = . 1700000 psi = 35,0 pcf = 1.25 Fb -Bending = 2400·psi Beam· Wt. is Added to ·Loads Fv -Shear = 165 psi· End Shear Calc1d·lil 1d1 distance SPAN DATA Center Span Lef.t Gant:i lever = Right Cant, lever-· .. = VNBRACED·LENGTHS Le: Center Span ·= Le: Lef.t Cant. = Pag_e: XA!, 35.50 ft 0,00 ft o.oo ft o.oo ft 0.00 ft Fe -Bearing = 625 psi t,.e :· Right. Cant. =· 0.00 ft ____________________ __.__ APPLl!:D LOADS --------------------- Uniform Load lil Center Span: DL = 72.0 plf LL= 80.0 plf Trapezoidal Load: DL: 59.0plf lil lft, 59.0plf lil rt from 0.00 ft.to 24.00 ft Point Load: DL = 350.0 # at 24.00 ft -----------------,-----SUMMARY-------------------------- USING 3.125 x 19.500 Beam, Bending~ 75.78¾, Shear= 43.67¾. Max. Pos Mom lil 17.75 11:= 35.63 k-ft Shear: Max. lil Left = Max. Neg Mom lil 0.00 f1:= 0.00 k-ft •••• llsed for d~gn = Max lil Left = a.do k-ft .••• Area Req'd = Max lil Right = 0.00 k-ft Max. &) Right = Max. Allow Moment = 47.02 k-ft .... used for dsI1n = fb : Max. Actual = 2159.1 psi .... Area Req'd = Fb : Allowable = 2849. 2 _ps.i fv : Max. Actual = Ck= .811CE/F.b)"',5 = Rb= (LeD/B"'2)"'.5 = CV per UBC 2312.4.5 = Center Camber 19.31 0.00 0.95 -2.37 in Fv : Allowable = ·searing Req' d lil Left = Bearing Req'd lil Right::; 4,01 k Reactions •.•• 5.49 k Left 26.61 in2 Right 3.68 k 5.12 k Deflections.~. 24.84 in2 Center 90.07 psi .... Dist 206.3 psi ... L/Defl Left 2.05 in · ••• L/Defl 1.88 in Right, ... L/Defl DL Maxjm1:1m. = 2.59 k 4.01 k = 2.26 k 3,68 k = -1.58 in -2.45 in = 17.75 ft 17.750 ft = 270 174 = 0.00 in 0.000 in = 0 0 = 0.00 in 0.000 in = 0 0 sgomomn11nnnnnnmnnmn11011011,111111111,1111110 s9 um1nm1111mnm11m1mm111111111nmonm11,1111@1111,11111m1111,111111111,111 . ~ . i52 M-•· ,,,~R·k+ o>,~n ]~lb •. Mmtn •. o.oo rt•k • 0.00 n t I R• 4.012k Vmax• 4.01k 35.50 . ---Mmox • -35,63ft-l: "' 17.75 ft t I R• 3.6761: Vmax• 3,68k Ym•x • 4,01 ktpu D,00 rt 4 ]111111111111111, ........ -·· Ymlri• •Uaklp•• JS.SO fl .5.J ···••UJllllllllllllffll Dmox • 0,00 tn •· D,0,Cl"ft Dmtn• •2,45tn• 17,75fi 0 , O0 ~ 7 .z.J ~ I o.o S,IS 11., 17,1 21,7 ZP,7 11 V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I '@ I l~I ,. J~ I •' :;I ,, :;I ,, ' : I. jl _; I ct~-. -·:· .. · _'.I ::I :'.I ::I ·'.I ~I .t'' ,JI c\ ? : : : ; ..... ~· ;I MARTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 . legoland carlsbad job II 96-240 service & admin cluster RMS Date: 06/30/97 Page: XAt\: .. GENERAL TIMBER BEAM DESIGN Administration bldg: roof trusses at mech1l area mech1l unit edge ________ ,....... ___ BEAM DATA -------------------- Timber Section 3~125x19.5 E_hd Fixity Pin:Pin Beam Width = 3.125 in .Elastic Modulus = . 1700000 psi Beam Depth = 19.50 in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in ·Load Duration Factor = 1.25 Fb -Bending = 2400 psi Beam Wt. is Added to Loads Fv -Shear = 165 psi End shear Calc1d al 1d1 distance Fe -Bearing = 625 psi -------SPAN DATA ----- Center Span = left cantilever ~ Right Cantilever · . = 35.50 ft 0.00 ft o.oo ft ------,--UNBRACED LENGTHS ------- Le: Center Span Le: Left cant. Le : Right' Carit. D D o.oo ft o.oo ft 0.00 ft -------------,-------.,.......-APPLIED LOADS ----'--'--------------'------------ Uniform Load al Center Span: DL = 72.0 plf LL= 80.0 plf Trapezoidal Load: DL: 1~2.0pl.f al lft, 132:0ptf al -rt LL: -40.0plf al lft, -40.0plf al rt from 0,00 ft to 18.00 ft Point Load: DL = 700.0 II at 24.00 ft ------------------------SUMMARY---,------~-----------,--,,--- USING 3.125 x 19.500 Beam, Bending= 80.40¾, Shear= 47.97¾ Max. Pos Mom al 17 .04 ft: 37 .81 k-ft_ Shear: Max .. ~iil Left = Max. Neg Mom al 0.00 ft= 0.00 k-ft •..• used for d!!gn = Max @ Left -0.00 k-ft .... Area. Req1d = · Max al Right = 0.00 k-ft Max. @ Right = Max. Allow Moment = 47.02 k-ft .... use<;! for dsgn = fb : Max. Actual = 2290.8-psi •••• Area Req 1d = Fb : Allowable = 2849.2 psi fv : Max. Actual = ·Ck= .811CE/Fb)".5 Rb= (LeD/6"2)",5 Cv per UBC 2312.4.5 Center Camber = = = = 19.31 0.00 0.95 -2.95 in Fv : Allowable = Beari'ng Req 1d al Left = Bearing Req 1d @.Right= 4.42 k 6.03 k 29.23 in2 3.85 k 5.39 k 26.13 in2 98.94 psi 206.3 psi 2.26 in 1-,97 in Reactions ••. DL .M~ximum · Left. = 3.54 k 4.42 k · Right' = 2.62 k 3.85k Deflections.~. Center = -1.97 in -2.62 in •••• Dist· = 17.47 ft 17.608 ft ••• L/Defl = 217 163 Left = 0.00 in 0.000 in •.• L/Defl = 6 0 Right _:;: 0.00 in 0.000 in •.. L/Defl = 0 0 -40 . -40 mooo11m110111mo111momomm11110,, 132 0//1////llllllllllll/llllllllllll/llill//lllll/////////////1//1W/1//l!///l///h//hl/l/l/l///ll 152 . . ... -~--., ...... """ ·~1 ... ~ Mmln • o,oo n-t·• o;oo fl ~ t t -1 -------"-35=.5""-0 ·"------'---1 R• 4.424k Vmex• 4,42k ---Mmex • 37,8tft-k fl 17.04 ft R• 3.854k Vmex= 3.85k ..... z,, Ym•x • "'·42klpu o,oo tt y 111111111111111....... . . . . Ymln -•US klP•. H.liO fl •US . . ~······'10111111 om,x • o,00·1n • o:oo rt o,oo~·. ·7· oi:-un • •Z,621n • IJ,'61 ft _,.,. . . . ~ .. -. . 0,0 s.8 11.8 17,e :n.~ 211.? 11 V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 ' ., '., :'_I ;i C-:".:·=/·. ,. . .. ·.• ·.··· ?I ~ ! ~:I ~:I i:I :·! )I ~I ·11 :, i,1(.,/ ... : \·:~·;·:·1 :I .ii i ·:1 ':I :I ' ~I I MARTIN & DUNN, INC. _ STRUCTURAL & ·CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DESIGN·:<3.--·:-,·, ., Administration bldg: roof trusses at mech''l:{a,:ea, .. ·:· ... screen wall case 2 .. ;_:_:;;-·,.'/ legoland carlsbad job ll 96-240 serv1ce & admin cluster RMS Date: 06/30/97 Page: "XA'f7 ------------BEAM DATA -,-_ ----------------..,.. SPAN DATA ------- Timber Section Beam Width 3~ 12Sx19.S End -Fixity p·in:Pin Center Span = = 3.12S in Elastic-Ml)Cfulus. = .. 1700000 psi Left Cantilever !" = 19.SO in Beam Density = 3S.O·pcf -Right Cantilever· .. = 35.50 ft 0.00 ft· 0.00 ft Beam Depth Lamination Thickness Fb -Bending = 1.50-in Load Duration Factor· = 1.25 --,----,.-UNBRACED LENGTHS_...,;._. ___ _ Fv -Shear Fe -Bearing = 2400 psi Beam Wt. is Added to Loads Le : Center ·Span = = 165 psi End shear Calc'd Iii 'd' distance Le-: Left -Cant. = = 625 psi Le : Right Cant. = 0.00 ft· o_.oo 1t O.OQft -------------------------APPLIED LOADS ------.......a.-'----------'------ Uniform Load Iii Center Span: DL = 72.0 plf LL= 80.0 plf Trapezoidal Load: DL: 131.0plf@ lft, 131.0plf@ rt from 0.00 ft to 24.00 ft Point Load: DL = 700.0 Q a~ 24.00 ft --------------------------SUMMARY~·--·------------------------- USING 3.125 x 19.500 Beam, .Bending= 99.12¾, _Shear= 57.33¾ Max. Pos Mom @ 17. 7S ft= 46.61 k-ft Shear: Max. Iii Left = 5.27 k Reactions ••• DL Maximum Max. Neg Mom Iii 0.00 ft=· 0.00 k-ft •••• used for dsgn = 7.21 k Left = ;3.85 .k S.27 k Max @ Left = 0.00 k-ft •••• Area Req'd = 34. 94 in2 Right = 3.08 k 4.50-k Max Iii Right = 0.00 k-f.-~ Max. @ Right = 4.50 k Max. Allow Moment = 47,02-k-ft •... used for dsgn = 6.35 'k Deflections.: •• fb : Max. Actual ·= 2824.1 psi .... Area Req'd = .30~81 i_n2 Center = -2.32 in -3.19 in Fb : Allowable = 2849.2 psi fv : Max. ~ctu1;1l = Fv : Allowable = 118.25 psi · c.,• .. Dist = 17.61 ft 17,750 ft 206.3 psi ••• L/D:efl = 183 133 Ck= .811(E/Fb)".5 = 19.31 Left = 0.00 in 0.000 in Rb= (LeD/B"2)".5 = 0.00 Bearing Req'd Iii Left = 2.70 in •• .-L/Defl = 0 ·o CV per UBC 2312.4.5. = 0.95 Bearing Req'd @ Right= 2.30 in Right = o.oo in 0.000 in ••• L/Qefl = 0 0 Center Camber = -3.49 in t31 IIIOIIOOIOOIOIIIOIIIOIIIOllllilOmm1101011000110 131 . . .152 011111111111111111111111111111111111111111111111111111111111111m1111111111111111111111111111111 . ~ ::;:; :;:·~::: ~; ~1~-l~llbk\ ,.... u,..... .,, " ,n~mm11011111 ....... Vmtn • -~.so ktpo • ~&.GO ft • 4 , 5 : 1 ••Qu,1mm11~1m1 Dmax • 0.60 In• 0.00 ft t l R• 5.269k Ymax• 5.27k 35.50 _____ Mmex • 46.61ft-k • 17.75 ft V4.4D Cc) 1983-96 ENERCALC t I R• 4.49-7k Vmax• 4,50k 0,00~ 7-Pmtn• •:S.19 tn • 17.75 ft .,,. . a 0,0 s.o "·' 17,8 21.? 29.? GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I :·:1 ~;-I \I ii ::I --1 :;1 i :;1 _;I :I .1 !I TJI®/55C Joist Load Tables Ailowable Uniform Loads (PLF)Xftu, .. Deoth 117Ai" 14". 16" 18" 20" 22" 24" 26" 28"" 30"" Decth Span 100'k1L I 11!1'/oll 11XW,1l I 115% 1l 100'k1l I 115%1L 100'k1L I 115%1L ·100'kll I :1S'ii1L 100'k1L 11\S'l'.lt JOO'/,lt I 115%1l 100'k1L I' 115%1l 100'k1L I 115%1l 100'k 11. I .. 116% 1l _Span (ft.) 1a,.,u. I ,zr.,11. 100'/oLL I 1Zl'k1L 11XW,LL I 1Zl'k1l 100'I.LL I 1Zl'k1l 11XW,LL i 125'k1l -100'/,l.L I 1Zl'kll 100%LL I 121'k 1L · 11XW,LL ·I '125'!.lt 100'1,u. I 125'1, 1t 100'kLL I 1Zl'k n. (ft.) 239 274 263 302 287 330 296 340 318 365 . 341 392 341 392 · 363 4.17 · 396 424 '. 396 424 14 14 212 298 328 358 370 397 426 426 453 _ .461 ~461 16 209 240 230 264 251 288 259 397 279 320 298 342 • 298 . 342 ·317 364 · 323 371 323 . 371 -16 150 261 210 287. '313 323 348 372 .372 396 403 403 18 186 213 204 234 223 25.6 230 264' · 248 285 265, 304 265. -304 282· 32<1 287 330 287 330 18 .. 97 232 137 255 181 278 229 287 310 331 331 . 352 . 358 '358 20 ·: · 152 192 184 211 201 231 207 238 223 256 239 274 239 274 254 292 258 296 258 296 20 65 203 93 230 · 124 251 157 258 194 278 . 235' 298 298 317 322 322 22 116 155 167 192 183 210 188 216 . ·203 233· 217 . 249 217 249 231 265 235: 270 235 270 22 50 155 72 208 · 95 .228 122 235 152 253 185 271 271 288 293 · .293 24 92 122 132 174 167 192 173 198 186 213 199 228 199 228 211 242 215 247 · 215 247 24 40 122 56 176 76 208 97 216 121. 232 147 248 176 248 207 263 268 268 26 73 97 105 140 141 174 . 159 182 171 196 184 211 184 211 195 224 199 228 199 228 26 31 97 45 140 61 188 · 78 198 97 213 .119 · 230 143 230 169 243 196 248 248 28 78 86 114 115 150 145 166 159 1_82 17() 195 1-70 195 181 208 184 211 184 211 28 78. 37 114 . 49 153 64 . 181 80 198 97 212 117 · 212 139 226 161 230 230 30 64 70 93 95 ,126 122 144' 142 163 158 181 . 159' 182 . . 169 194" 172 197 172 197 30 64 30 93 40 ~26 52 157 66 177 80 197 . 97 198 115 211 · 134 215 155 215 32 53 78 79 }~~ 102 127 125 143 139 159 147 -169 . 159 1j32 161 185 161 185 32 53 78 34 44 136 55. 156 67 173 82 183 97 1·9a · 113 201 131 201 34 45 65 66 88 86 112 109 127 123 141 131 150 . 142 163 152 174 152 174 .34 45 65 28 88 37 114 46 138. 57. 153 ·59 163. 82·. 177 96 190 · 111 190 36 38 55 ·75 73 97 92 113 ·110 126 . 116 133 127 146 137 157 143 164 36 38 55 75 31 97 40 123 49 137 · 59 145 70 158 82 171 95 178 38 "47 64 83 79 102 98 113 105 120 114 131 123 141 132 151 38 32 47 . 64 83 34 105 41 123 50 131 ' -60 142 71 . 153 82 165 40 41 55 72 68 91 85 102· 94 108 103 1.18 111 127 119 136 40 41 55 72 29 91 36 111 44 U7 52. :128 61 138 71 148 42 35 48 62 79 74 93 86 98 93 106 101 116 108 124 42 35 .48 62 79 31 98 38. 107 -45 116 53 126 . 62 135 TJI®/60C Joist Load Tables _ Allowable Uniform Loa:cls (PLF) Decth 117,li" . 14" 16" .18" 20" 22" 24" 26" 28" 30" Depth Span 100'kll. I 116%1L 1!Xrk1L I 115% 1L 100'1.lt I 115%11 · 100'1.lt I 115%11 11Xl'i, 1l ! 115:, lt 100'/41L I 11!1'/,ll 100'/,ll I 115'i,1l-100'k1l t·.11!1'/,11.-100'k1l I 11!1'/,11. 100'/,lt I .115%11. Span lft.l 100%LL I 125'/, 1l 100'/4LL I 125'1, 1l 100'/4LL I 1Zfl, 1l . 100'/,l.L ] 129%1L 100' .. U. i. 129%11. 100'ku. I JZl'!.ll 100'/,u. I 121',m 1<Xl'kU. I 125'/,11. 11XW,LL I 121'/, 1L 100'/4U. I 125'/, 1L (ft.) 14 239 274 263 302 . 287 3$() 296 34() 318 .365 341 392 -341 392 363 417 · 369 424' 369 424 14 c~ 228 298 328 · 358 370 397. 426 426 453 461 461. . ~-.: ;· 209 240 230 264 251' 288 259 297 279 $20 298 342 298 '342 317 364 · 323 3i'1 323 371 ··,··· . . --; 16 162 261 227 287 313 323 18 186 213 204 234 223 256 230 264 -248 105 232 149 255 196 278 287. 20 167 192 184 211 201 231 207 238 223 71 208 101' 230 134 251 171 258 211 22 128 170 167 192 , 1.83 210 188 216 203 55 170 79 208 104 _ 228 133 . 235 166 24 101 134 145 175 167 192 173 198 186 43 134 _ 62 191 82 208 106 2:16 132 26 80 106 116 154 155 178 159 182 . 171 34 106 50 154 66 193 85. 198 106 28 65 86 94 125 127 164, . 148 170. '159 28 86 40 .125 54 169 70 185 -87 30 71 77 103 104 -139 135 · 158 . 149 71 33' 103 44 139 58 172 72 32 59 65 86 87 116 1.13 144 139 59 28 86 37 116 48 .150 60 34 49 72 73 97 95 1?7 120 49 , 72 31 97 40 127 51 36 42 61 83 81 108 . 102 42 61 83 34 108 · 43 38 36 52 71. 69 92 ·as 36 -·~---_ .52 7.1 29 92 37 40 "45 61 80 76 45 _61 80 32 42 39 53 69 '66 39 53 .69 28 1. Values shown are the maximum allowable·load capacities of the joists in pounds per lineal foot (PLF).based on simple span, uni- formly loaded conditions, web stiffener and bearing length criteria shown on page 11, arid assume roof applications have provisions for positive drainage (¼" per foot slope minimum). ~ 2. Values in blue it!..~ areas may be increasecM% for repetitive (\:·;: member usage if the criteria on page 29 are met. ,.-.. -. 3. Camber (2250' radius) is available for simple span applications only. 4. Tapered T JI® joists and/or plywood-webs ar~ available for some series, contact your Trus Joist MacMillan representaiive. 6 348 372 372 · 396 . 403 403 · 16 285 265 304 265 304 282 324, 287 330 287 330 18 _ 310 . 331 . 331 352 358 358 256 239 274 239 274 254 292 258 296 258 296 20 278 298 . 298 317 322 · 322 233 217 . 249 217 249 '• 231 265 ?35 270 235 270 22 253 200 271 271 288 · 293 293 213 199 228. 199" . 228 211 242 215 247 215 247 24 232 160 248 · 191 -248 .263 268 .268 196 184 211 184 211 195 224 · 199 228 _ ·199 228 26 213 130 230 155' . 230 183 243 248 248 ·1a2 -170 195 170 195 181 208 184 211 184 211 28 . 198 107 212 . 128 212 151 226 176 .230 230 171 159 '182 159 182 169 194 172 197 172 197 30 186 88 198 106 198 125 2H 146 215 .169 215 159 149 -171 · 149 171 159" 182 161 185 161 185 32 173 74 186 89 186 106. ,198 124 201 143 201 144 140 160 140 160 149 171 152 1-74 152 1-74 34 157 62 1.75 76 175, 89 186 105 190 121 190. 129 126 ,-Ts} 133 152' 1<11 162 , 143 164 143 164 36 136 53 157 64 166 77 176 90 178 104 178 116 108 129 120 137 1-32: 151 136 156 136 156 38 117 46. 141. 55 150 66 165 77 170 89 170 . 101 94 117 109 . 125 119 136 129 148 129 148 40 101 40 125 48 :135 57 148 67 161 78 161. 88 81 105 99 113 -108 124 117 134 123 141 42 .88 35 io8 42. 123_ 50 135 59 146 68 153 To size floor Joists: Check both live load (100% LL) and total load (100% TL). When.live load is not shown, total load-will control:Totalload valueslimi!'deflection to LJ240. Live-load values-are based on "NON-RESIDENTIAL Fl,.OOR DEFLECTION LIMIT"'Shown on page 28 and assume a nailed floor system. Live load (100% LL) values may Qe increased. with a glue-nailed floor system, contact your Trus Joist MacMillan representative tor assis- .tance. To sl~e roof Joists: Check tlie appropriate snow load area (1-15% Tl) or non•snow load area (125% TL) value to 'determine the.maximum allowable total·Joad. Total load (115% TL and 125% TL) values limit'joistdeflectioh to l/180. Consult local codes to verify deflection limits required for specific appllcatlpns. TJM Product Manual .• f} i --------1 :•_: >1· '::. ·-,·: ··1 .. ·" t: ·:._:· .-., ·· .:.=. ·:.:1 ::,1' ., / •.' :-·i1· ,. ·.: .. :"~ :::I '' ::, '•' :::;I ., ·1, ... :: :-; 'f.'.1 '• .. :! : ~' \ Jos l-ta'oLAtJo· CAP1,sz31::'v 9b ~ '?--¥0 MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . SH!=ETNO. · · ·xA, OF------'--- CALCULATED 13Y RMS DATE Phone (619) 497-2118 Fax (619) 497-0429 CHECKED·BY -------------· DATE-------=-------"'- SCALE ___ -,--______ -'----------------- I ',! 'l ,I ~ 6 / ti I l 3 ,I <; 6 7 [l I l :i· •I !I / ll I ,l •1 :i C, l 8 I '$ .f ~ b '/ ~ J .1 4 •, ,; / I• I ,I I !, h l 11 I .. ~li~!J_L_CA_p_1~G'LB=-"-·-·_·_-,-_ o-. _'-_''--·l··~®-:--,,.-(6.,,..~~-@._.,,€,,,,..)_,_f;/z_,i~v1..,~i'ZJ.<..0- • GJ1~.,··. w w C' "~4 '-l1?.. C-vrw = lb f f,,l,P Psw .:: ?-~1:,.q,,\{.1<tk r:;s) ::: t./81~#' CH 'J. . J7,-_x211;6· -· · -·'::· ~ 8 Y:'15 -5'/;,oo #)7~ .:;, ; JL/ZJW ~ (~x1) _ i /1'':t PJ{(: /.1.:/0D-#' 11..f fJ1(- 'A-"-•~/tr1/ ~-, ,-· .,..._,,,,.-,..---....-, .-_.. _;.-.~-.-i-1~--~,.--,-").,,.,.) __.,~~.,,.,..z....,., • ..-J..-"l_,,,...\,•-,,.,..-i.,...z~~,J.,-'',l-l.-.t..--t'' 4 1,,1 .1 A'l>L"" c,,,t;~~ ·,~ ~ / /Ant. 1 ·u1 : !::,Di: 0,5'" lo 7t'7,.. 71:? IJM7 At><?t>,?' ' ti I ";J,S' 1..· . @. (Y ~©Ao~ o:i:'! 70/l}'ot..:/l,o,~ ........ Ao"-:o 0,'2..1'1 C,bL:: 0,,pt @ (V L\o::,on· ~1-'o'e/'ol, .• •; '•· ·-G~~ x30 bU> @®J.@· /0'/v x J~ ~~~c-(})t ".. 8 , \', ,•, I " _, ,-. W • '" ,•, 'I "' ,., /-. <U r •4 t, -, .s, "' h ,u , <<, ,., I "' ..._, .., "'-', • H ,•1 t 11, "' •. " , ~4 u I 11, ~• 1 • u. r • I ,,, I "' <4' I ,., •• ,,; <•, ., .. , :-11 ,1 :.: ... ~ ···1 :i ,, ·,i ··I ·:: .. :I ·-; ::1 .. ' (·.·: .. . \ .• .. =:1 <:_::. •. •,' ii :·-1-·· I ' !I ·;1 :I :1 le . -.,. ;I ! l ' I MARTIN & DUNN, INC. _ . STRUCTURAL & CIVIL ENGINEERING. 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 -- legoland carl~bad job II 96-240 serv-ice !1. admin cluster RMS Date:·06/30/97 Page: X/r8 GENERAL TIMBER BEAM DESIGN Administration bldg glb at B-A, 2 ------------13EAM DATA-------------- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 6.75x19.5 = 6. 7.50. in = 19,50 iri = 1.50 in = 2400 psi = 165 psi. = 625 psi End Fixity Pin:Pin Elastic Modulus = 1100000 psi Beam Dens i.ty = 35.0 pcf' ~oad Duration Factor = 1.25 Beam Wt. is Added·to Loads End Shear·calc'd.@ 'd' distance .....,;. _______ SPAN DATA----,.-,---- Center Span = Left Cantilever = Right Cantilever = UNBRACED·-LENGTHS Le: C~nter Span .. -Le : Left Cant. ... Le.: Rigtit cant. .. 24.50 ft '0.00 ft 0.00 ft 0.00 ft o.oo ft o .. oo ft -------------------APPLIED LOADS -------------------------- Uniform Load al Center Span: DL = 648,0 plf LL= 432.0 plf -------------------------'--SUMMARY ---------------------...,...---------------,..-USING 6.750 x 19.500 Beam, Bending= 85.49¾, Shear= 65.03¾. Max. Pos Mom al 12.25 f:t;: 83.43 k-f:t shear: Max. al l,.ef:t = '13.62 k _-Reactions ••• DL Maximum Max. Neg Mom al 24.50 ft= 0.00 k-ft •••• used for dsgn = 17.65 k Left = 8.33 k 13.62 k Max al Left = 0.00 k-ft •••• Area Req'd = 85.60 in2 Right = 8.33 ,k 13.62 k Max al Right = o.oo k-,ft Max. al Right = 13.62 k ·Max. Allow Moment = 97.59 k-ft •••• used for-dsgn = 17.65 k Defl~ctions ••• fb : Max. Actual = 2340.5 psi •••• Area Req'd = 85.60 in2 Center ·= -o. 78 in -1.27 in Fb : Allowable = 2737.7 psi fv : Max. Actual 134.12 psi •••• Dist· -= 12.25 ft 12.250 ft Ck= .811(E/Fb)A.5 Rb= (LeD/BA2)A.5 CV per UBC 2312.4.5 Center Camber = = = = 19.31 0.00 0.91 -1.17 in . 1080 _ Fv : Allowable = Bearing Req'd al Left = Bearing Req'd @ Right= 206.3 psi 3.23 in 3.23 in ••• L/Def.l = 378 231 Left = 0.00 in 0.000 in ,,.'L/Def:l = 0 0 Right -= 0,00 in 0.000 in •• ,L/Defl = 0 0 11mm1111m1n11nnn1111n1111111111111111111111111111n111111111111111111111111111m111111 "•••• M.<>•·•• ,Urn::1~~.a.~lh, t I R= 13.622k Vmex= 13.62k ------ '24.50 Mmex = 83.43ft-k 41 12.2~ ft V4.4D Cc) 1983-96 ENERCALC t I R= 13.622k Vmex= 13.62k Mmln • •0,00 fl•k • 2•1.50 ft • - :::: = ... ~! :?.:: :::.-._:~~~mm1Uuuanu.. """'lllllllllllDII omuc • 0.00 tn • 0.00 ft ••••· .,,,.,. ,urn -~~fK: ,7 rtJt-' -------1----,fo-'----+-----I o.o 4.0 'l.t• 12.ll "·" 20.s 2· GEORGE R. SAUNDERS ASSOCIATES,_KW060361 ···1 ,'.• .. " ··1 •, .. . :~· (J? ·::I··.,.,· .. .. ' i'.I '• :- '·)1 .. . , .. ::1 '• ,, ;;1 :, :: :fl ~I '.:10---> ·;I ::I ! .:1 ::1 I , 'ii :1@ 11 .... ' ' ·I -"'.~·-·--' .. , -'• -· GENERAL TIMBER BEAM DESIGN . ,. . ·· . Ad~inistration 1bldg . glb E-D, 2,3 & 4 . , BEAM DATA ----------------- Timb~r/ _s.j~t'.iii.~~~!'.lVl}f,Jl:'t ?,5~25. 5 hi, . '. ! End _Fixity: Beair(Ilid~li{'l'.*.\'\t:Yf. ·. !)·'~.·,::~~750 in,::;:· 'Ela$tic Modulus ,; · I, i' ., ... ,,,, ill ,. , • • • Beam Deptli! -·. :=· ·· = · 25.50 1n ·:." .. _Beam Dens,.ty = Lamfnation Thickness -1.50 in : Load Duration Factor = = Pin:Pin 1700000 psi 35.0 pcf 1.25 ' Fb -Bending = 2400 psi Beam w~ •. )s Added to r.oads Fv -Shear -165 psi End Shear'Cal'c'd'al-1d 1··distance Fe -Bearing ,,,,.. = 625 psi ; ...... Le: Center Span ·Le : Left. Cant • Le: Right Cant. = = = 0.00 ft 0.00 ft 0.00 ft --------------------APPLIED LOADS------'--------------------- Uniform Load al Center Span: DL = 648.0 plf LL= 432.0 plf . ------------------------SUMMARY-.-------------,------------------- USI~G 6. !.S?i,,f!,.2~.-;59P i.~~!1!!!(?8.~hding ;=. 93. 78¾, • Shear = 67 .17¾ ~ Max. :Pos-l'!om,1.,~,,:,~6.2,-f~\1,}14!3.12 k-ft. ,! .,shear. Max. _al 1,.eft - Max·., 'i,ieg~·,,fo~'\,,i: o:;oo ft:::·::: ·o.OOk-ft :· .':·, •••• used for dsgn = Max al Left · =: · · 0.00 k-ft 1 ' •• ; .Area Req'd = Max al Right = 0.00. k-ft' Max. al Right = Max. Al low Moment = 157. 95 k-ft •••• used for dsgn = 18.23 k 23.84 k 115.61 in2 18.23 k 23.84k 115.61 in2 Def lecti'ons. :. • · fb : Max. Actual 2429. 7 ,ps1 •.••. Area Req'd = Fb : Allowable = 2590.9 psi, fv : Max. Actual = Ck = .811.(E/Fb)".5 = 19.31 Rb= (LeD/B"2)".5 . = 0.00 cv per u~c;?~,14/tia:#'!i.ft/.d ~/;\o.86 !; .,:,flftiff~~~:;t·Y{,{;'' .. ~ ,:,.(1, -~1 ,L.:: Center 'camber .: ·· = -1.64 in Fv : Allowable = Bearing Req' d al Left = Bearing Req'd al Right= . . 1080 . . OIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . ' . :: i +· :!: ,;j)· if i-i ! ;; \!;:/. 138.53 psi 206.3 psi 4.32 in 4.32 in vm,x • 111:23 ktpo • o.oo h Vmtn • •IU.23 k1po •· 32,50 ft Center •••• Dist •.• L/Defl Left •. ;L/0-efl Right , .. ••• L/Defl. t I t l Omox • 0.00 In • 0,00 rt Pmtn • -1.?U tn • 16.25 fl •18.Z:S . 32.50 Mmox = 148.12ft-k 'J. I .-1 C Ri= 18.230k;: :'i _; ,.! ;; 1.1 ._.nf,.,16.25 ft R" 18.230k = = = = = -· = .. -1.09 in 16.25 ft 357 0.00 in 0 o.oo in t:I,:: ,o:·\:;,: ' . Vmex• ia.23k · · ~_;:~ · · · ,. · Vmex= 18.23K ci.o· . w.s . 10,• · _.1.78 in 16.250 ft 220 0.000 in 0 J).000 in ;: o· 21.7 27,2 s: V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 •: '!I .. ,. :;I •, ·: l ~ :I ', ' ii ;:I ,,-:-::-:-..: /',.: ,;:. '{ ~·· · .. ;, . ;I <r.:·-> '.I .~I :;I ~I I :1 :~I ., ·:·1 •' ,, 'ii ·1 .,,· MARTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 40·0 SAN DIEGO, CA 92108 legoland carlsbad jop II 96.,.240 service & admin cluster RMS Date: 06/30/97 Page: X A1,{) GENERAL TIMBER BEAM DESIGN Administration bldg glb al gl G-F ~ (j-, 1.,, e) -----------....... BEAM DATA ---------------........ Timber Section 6.75x25.5 End Fixity Pin:Pin Beam Width .... 6. 750 in Elastic Modulus = 1700000 psi Beam Depth = 25.50 in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = 1.25 Fb -Bending = 2400 psi Beam Wt. is Added to .Loads Fv -Shear = 165#i End Shear Calc'd al 1d' distan<:e Fe -Bearing = 625psi ---------SPAN l>ATA-----Center Span = Left Cantilever = Right Cantilever .. = 32.50 ft 0.00 ft 0.00 ft .__ ......... __ Ul'lBRACED LENGTHS ---- Le: Center Span-= Le: Left ·Cant. = Le: Right Cant. = 0.00 ft 0.00 ft 0.9() ft ---------------------APPLIED LOADS ---------------------------- Uniform Load al Center Span: DL ~ 648.0 plf LL= 432.0 plf· Point Load: DL = 2800.0 II at 30.00 ft SUMMARY USING 6.750 x 25,500 Beam, Bending= 96.00¾, Shear= 78.09¾ Max. Pos Mom al 16.38 f~ 151.64 k-ft Shear: Max. al Left = 18.45 k Reactions ••• Max. Neg Mom ol 32.50 f'F o·.oo k-ft •••• used for dsgn = 24.17 k Left Max al Left = 0.00 k-ft •••• Area Req'd = 117 .18 in2 Right Max al Right = 0.00 k-ft Max. al Right = 20.81 k Max. Allow Moment = 157.95 k-ft •••• used for dsgn ·= 27.72 k Def Leet.ions ••• fb: Max. Actual = 2487 .4 psi •••• Area Req'd = 134.41 in2 Fb : Allowable = 2590.9 psi fV: Max. Actual = 161.05 psi Fv : Allowable = 206.3 psi Ck= .811(E/Fb)A.5 19.31 Rb= (Le0/BA2)A.5 = 0.00 Bearing Req'd al Left = 4.37 in CV per UBC 2312.4.5 ;: 0.86 Bearing Req'd cil Right= 4.93 in Center Camber = -1.71 in 1080 . 11m110,010011111001momo11111m11m11111111111111111111111111111111111111gllilllll !! t I R= 18.445k Vmox= 18.45k -- 32.50 Mmax • 151.64ft-k .f 16'.38 ft Mm•x • ISl.64ft•k • Mmtn • •0,00 rt•k • VMIX -u, ... s ktp•-• o.oo,tt Vmtri • 0 20.et kip•• u.s9 rt l I Dmuc • 0,00 1n • o.c:,o n Omtn • -1.n In• t6,2S ft R= 20.814k VIJlaX= 20.81k Center ••••. Dist ••• L/Defl Left ... L/Defl Right ••• L/Defl DL Maximum -11.43 k 18.45 k = 13. 79· k 20.81 k = -1.14 in i..1.83 in = 16.38 ft 16.250 ft = 341 214 = o.oo in 0.000 in ... 0 0 = o.oo in 0.000 fn = 0 0 S.lS 10,8 16,S 21. 7 Z?.Z s: V4.4D Cc) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 !::I :,/ !1 }I / ~ l/~:~·~'! ., \I ,•. .. ,I j ., .. '.:1 :i ·, ~1 ·, ;; ,, ~:I ,: :;1 ::10?:, :I :1 }I ii ;I ii le .. ··:,, l •• , ·•• :I>' I MARTIN & DUNN, ri::rc. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION.CENTER CT SUITE 400 SAN DIEGO, CA 92108 legoland. carlsbad job# 96-240 service & admin cluster RM$ Date: 06/30/97 Page: 'x A.11. GENERAL TIMBER.BEAM DESIGN Administration bldg glb al gl G-F @@~© BEAM ·DATA Timber Section 6.75x25.5 End Fixity Pin: Pin Beam Width = 6.750 in Elas'l:ic Modulus = 1700000 psi Beam Depth = 25.50 in Beam Den~ity = . 35.O pc;f Lamination Thickness = 1.50 in Load Duration Factor -1.25 Fb -Bending = 2400 psi Beam Wt. i~ Added to Loads Fv -Shear = 165 psi End Shear calc'd al 'd' distanc;e Fe -Bearing = 625 psi SPAN DATA Center Span-= Left Cantilever = Right Cantilever =· ., UNBRACED LENGTHS Le :· Center· Span = Le: Left Cant. = Le: Right Cant. = 32.50 ft o.oo ft 0.00 ft 0.00 ft o.oo ft o.Oo ft ---------------------APPLIED LOADS ----------------------- Uniform Load·@ Cen~er Span: DL = 648.0 plf ·LL= 432.O plf Point Load: DL = 1400.0 # at 30.00 ft · SUMM~RY USING 6.750 X 25,500 Beam, Bending·= 94.89¾, Shear= 72.63¾ Max. Pos Mom iii 16.38 ft= 149.87 k-ft Shear: Max. al Left = 18.34 k Reactions ••• DL Maximum Max. Neg Mom al 32.50 ft= 0.00 k-ft •••• used for dsgn = 24.01 k Left = 11.32 k 18.34 k · Max al Left = o.oo k..;ft .... Area Req'd = 116.39 in2 Right = 12.50 k 19.52 k Max al Right = 0.00 k-ft Max. al Right = 19.52 k Max. Allow Moment = . 15.7 •. 95 k-ft •••• used for dsgn.= 25.78 k Deflections ••• fb: Max. Actual = 2458.5 psi •••• Area Req'd = 125.01 in2 Center = -1.12 in -1.80 in Fb : Allowable = 2590.9 psi. fv: Max. Actual = 149. 79 psi ••.• Dist = 16.25 ft 16.250 ft Fv : Allowable = 206.3 psi •• :L/Defl ,.. 349 217 Ck= .811(E/Fb)A,5 = 19.31 Left = 0.00 in 0.000 in Rb= (LeD/BA2)A,5 = 0.00 Bearing Req'd al Left = 4.35 in •.•• L/Defl = 0 0 CV per UBC 2312.4.5 = 0.86 Bearing Req'd al R:ight = 4.63 in Right = o.oo in 0.000 in Center Camber = -1.68 in . 1080 . . 11111111111111101111111mmomo1101111011000011111111110111111111011111111gm . . ~ t I ---- 32.50 Mmax = l49.87ft-k f 16.38-ft t I R= l~.522k ••• L/Defl = 0 0 ~ .. -'~""" .. , ... ,,·::1ddll•~~ Mmln • •O,O0 ft•k • iz so fl , ..... • , .. , "P • .:. " ""Mmm11n11b, .... . Vmln• •19,ISZkfp•• 52.150ft VI,...._.............,.._ ........ _ . _,....,, ....... -.,11n-1111111mrinrrr111111 1>m110 • 0 •. 00 1n • o.oo rt "19'82 · Dmln• -1.eo1n• 16.215ft o.oo_~-------~_7· -,.J ~ -R= 18.338k Vmox= 18.34k Vmax= 19.52k o,o fi,'5 10,1 16,ll 21. 7 27.;l V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KWO6O361 J; fil 'ii(? ]I > ii ! :'.I ·' ·: ;;I ·' ., 'l ~I J '.I [I :I 0\· ~I. :I ~I :I ,·I :1 I MARTIN & DUNN, ~NC. STRUCTURAL & C_IVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 . legoland carlsbad jo~ fl 96-,.240 service &.admin cluster RMS Date: 06/30/97 Page: 'iA1..,Z., GENERAL TIMBER BEAM DESIGN . Administration bldg glb at gl D-c ------------BEAM DATA -------------.---- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 6.75x30.0 = 6.750 in = 30.00 in = 1.50 in = 2400 psi = 165 psi = 625 psi End Fixity Pin:Pin Elast.ic Modulus -.1700000 psi' Beam Density = 35.0 pcf Load Quration ·factor = 1.25 Beam Wt. i.s Added to Loads End Shear Calc'd. al 'd' distance -------SPAN DATA ----- Center Sp'an = Left cantilever = Right Cantilever· = UNBRACED LENGTHS Le: Center Spa!i = Le: Left <;ant. = Le: Right· '.Cant. = 32.50 ft 'o.oo ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft ----------------------APPLIED LOADS --------------------- Uniform Load al Center Span: DL = 648.0-plf LL= 432.0 plf Trapezoidal Load: DL: 165.0plf al lft, 165.0plf al rt from 19.00 ft to 32.50 ft Trapezoidal Load: DL: 1000.0plf al lft, 1000.0plf al rt LL: -288.0plf al -lft, -288.0plf al rt from 25.00 ft ~o 32.00 ft Point Load: DL = 1080,0 fl at 14.50 ft · Point Load: DL = 4198.0 # at 19.00 ft SUMMARY USING 6.750 x 30.000 Beam, Bending= 95.39¾, Shear = 81 •. 96¾ · Max. Pos Mom al 18.33 ft= 205.16 k-ft Shear: Max. al Left = Max. Neg Mom al 32.50 ft=. -o.oo k-ft •••• used for dsgn = Max al Left = 0.00.k-ft •••• Area Req'd. = Max al Right = 0.00 k-ft Max. al .Right = Max. Allow Moment = 215.09 k-ft •.•• used for d~gn. = fb: Max. Actual = 2431.6 psi ..... Area Req'd = Fb : Allowable .-2549.2 psi fv: Max. Actual = Fv : Allowable = Ck= .811CE/Fb)A.5 = 19.31 Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd al Left ·= CV per UBC 2312.4.5 = 0.85 Bearing Req.'d al Right= Center Camber = -1.65 in r6slllllllliOIOIIIIIIO!llll)IIIIIIIIIIOI i6s • 288 Fli'fl,FFlfflmll'Flffll • 288 IOC'n ujjjjjjjjjjjjrnjjm 1~00 ffl'Tff,,..,..,.....,.,,..,..,.....,.......,,...,...,.,,..,.., 1080 .. 11nnn110111111111111111,1m111111111'Jlllllllllll'WOOIIIIIIIOIIOOIIIIOIIOOOOIIIII t I R• 21.768k Vmox• 21.77k 4 !! . _ .. --- .32.50 Mmax • 205.16ft·k • 18.33 ft V4.4D (c) 1983-96 ENERCALC t . J ,R• 27.421k Vmex•· 27.421 21. 77 k Reactions ••• DL Maximum 28.47 k Left = 15.00 k 21.77 k 138.03 iri2 Right = 22.17 k 27.42 k 27.42 k 34.23 k Deflections ••.• 165.98 in2 Center = -1.10in -1.49 in 169-.05 psi •.•.•• Dist = 16.64 ft 16.510 ft 206.3 psi ••• L/Defl = 354 -262 Left = 0.00 in 0.000 in 5.16in .... L/Defl = 0 0 6.50 in Right 0.00 in O.OQO in ••• L/l>ef l = 0 0 rtt-1 --t----1----.---1---·-f-1 --1 0.0 IS,:S 10,1 16,ll 21, 7 27,Z I: GEORGE R. SAUNDERS ASSOCIATES,.KW060361 I .. I :I ii !I ;I '.I :1cI> i ' !I ;1 ·ii ) 1 ··' ~I · r· ,. · ·.:/t:;;:)":'/'.}'._1:[··\ ~!JJ!i:ft}JtF)f·f·:,'.::·'-: -~'··:<t~-. MARTIN & DUNN, INC. ? \i(, ·' . STRUCTURAL.& CIVIL ENG-INEERI-NG 7801 MI,SSION· CENTER CT SUITE. 400 SAN DIEGO,.'CA:92108 . . ' ,\\I",; l 'i1•,11 • l ,1 t' •'-. :-, Date: 06/30/97 ·· Page: X A 1$ ------------,---BEAM DATA ------------------ Timber Section 6.75x36.0 End Fixity_ Pin:Pin Beam Width = 6\ 750 in Elasti'c Modulus Beam Depth = 36,00 in Beam Density =- = , 1700000 ps.i. 35.0 pcf 1.25 Lamination Thickness, ,= ,. , _ '1.50· in Load Duration Factor = b d. ... . .... -,, J. .,,·t·•,• '''24 •' ' F -Ben ,ng·•r,•:,:,,.i"''''~(i',.,=-! !"•'' 00 ps,,,. Beam Wt. is Added to .Loads Fv -Shear:. ,:,'_'.;::·,_)/{:\~!' 1:··: 165 p~( Encl;;Sh~ar Calcid iil 'd' distance Fe -Bearing·. ·. -.'.,. : ·,.::i, ·:·-;:: :_;'1. '625 psi ;i -------------------------APPLIED .L9ADS Uniform Load iil Center Span: DL = 648;0 plf. LL= 432.0 .p~f _ Uniform Load iil Left Cantilever: DL = 648.0 plf .LL= 432.0 plf Uniform Load iil R.ight Cantilever: DL = 648.0 plf LL= 432.0 plf Trapezoidal Load: DL: 165.-0plf iil lft, 165.0plf iil_rt. f.rom -7.50 ft to -1.50 ft Point Load: DL = 22200.0 # LI:.= 5250.0 # at -7.50 ft Point Load: DL = 4895.0 # at -1.50 ft ------SPAN 'bATA -------- Center Span = Left Cantilever = Right C~nti lever-· .. = 40.00 ft.·, 7.50 ft ' 7.50 ft ----,----UNBRACE~ LENGTHS---- Le : Cente'r Span'' ·ti 11";11 ( !-(.,;".= l; , 8.00 ft.;•l.j'J..-1-', I,, •. '{, 0 [,•~!~',•1fi•1•il:.( ", .. ,•"1~~\';' i,I~~ Le Left;_cant_,·'f:'1;': :!'ir· ';= .' '·. 0.00 f:t/.-H··:· Le: Right Cant.;_;, ,.-, .-'•·; ,:-.-= .. •''.·'" . 8,9() ft:~i:t;,~,-,·_.,. ! • . •' I Point Load: .. ,D½ _:= ,8339:P:-,#;: ;l,h = 5290.0 # at 47,50 ft I , .-1,. ,'-;:_?:· .·,, ,.-. , .,,;, . '·'.'. .,,, .... ,, .. _.!,· · '.::·--· · "''. .' -. . SUMMARY------------....,...,-,-,-,----""..;------'--,,-;-----..1..': '1/'1 USING 6.750·~··36.000.'Beam;jending O:··a~.05¾, "'Shear= 99~37"; l :: :·· '. ·:i,:_ , ·:;·':-t(' Max. Pos Mom iil 22;64 fti,:,,;·91.22k-ft.;",' Shear: Max. iil Left = 41.63k Re~ctions''.,;.,-·--i-:'., ;DL ···· -,~Maximum·,-,.,·,,~:,;-,.• .. Max. Neg Mom iil 0.00 ft: -198.18 k-ft , ••.•• used for dsgn = 49.80 k Left = · 50.42 k 68.84 k Max iil Left = -249.71·k-ft, · ••.• Area Req'd = 241.48'in2 Right_'· = · 24.88k 43,34k'T :- Max iil Right = -134.19 k-ft Max. iil Right = 21. 91 k Max. Allow Moment = 286.86 k-ft. . •..• used for 'dsgn = 27.97 k fb Max. Actual = 2055.2 psi • , .• Area Req'd = 135.-60 in2 Fb : Allowable = 2361.0 psi ·; fv Max, Actual = 204.96-psi Ck= .811(E/Fb_)'.',Sh~,/.: ,!'\!,,;i,.19.31 Rb = CLeD/B".'2)''.5 ! V•: i:~,= ·,,' 11. 71 CV per UBC.2312.4.5,,;;,'..:·=:1.:. 0.82 Fv : Allowable = ~06.3 psi Left Cant. camber Center Camber Right Cant. Camber ,:. ·. ' = = = : ( '.. Be~-ring Req I d iil Left = ;. ,.;~_: _Bearing Req'd iil Right= ··: :;.'. f -0.76 in -' · 0.33 in,.·· -0.31 in 16.32 in 10.27 in -Deflections •• ·• Center = 0.22· in -0.39 in •••• Dist = 10.99 ft 22,198 ft ••• L/Defl = 2165 1224 Leftf-'-· ,-,. ;_-0.50 in -0.832 in..,. ••• LiD~tl. _, =·J,:. 357;-, 216' ',i:t · . . 5 .. ·-i' Right . . · =: :-0.20 . .il), 1 •. -0. 28,:if;l .. ~'.,,;i,.- ••• L/11efl '= • 881 . 341 · \ •• r- 165 IIIlI11Ilill 165 .,. I• ·1''·-i 1.' , ·/., .. :·' ··:· .. ~ ,,lj:f :r' 1 '• ~=~-' 1080 .. '. : ·1080 ,. . ., 1080 g 1c!:llll11MO II 1111111 Ill II 11111 II 1111111 IOI Ill 1111 II 1111 II Ill 11111111 IOI II II 111 II I mo II Ill!,' o N~ ~ ~~ ~;:: _:~:~~;. ·~:.~~:]~,: ,··~···h -~,, ' Vmex• H,6?klp~• :o0 __ :oZ~fftlzs. 6:,1~mmm1~11b.~ • .. 111Ur i~ '~ ' \'.~ ~~ • • •• ~ ~ ~ ~ Q ~ ------ f ;)! ;~;'/! -I 7.50 I _ . 40.00 M • ·249.71ft-kMmax • -198.IBfH R• 68.843k • 0.00 ft Vmex• 41.63k .. '1: t -l 7.50 l M • •l34.19ft·k R• 43.344k. Vmex• 21.?lk. :• . ~-I: . · : -\~ tJ1.! :I( ''• V4.4D (c) 1983-96 ENERCALC Vmln • •'11,65 k1po • ~ cql•llllllflll •'11,63 - Orri•?(• 0,14.ln•· "7,0Zft O,i 4w~ .. , .......... -,.... ·;;7 •Q.51 I :l ' '\: •> )),1 ,,, J · -7,1 ,.s . I 10,, 20,0 z,.z n.s ,.. GEORGE R. SAUNDERS ASSOCIATES, KW060361 ·._:, :-· .·.·, :--~ )IC~\ \1 (-:_·(··· :.; ·, '·'1 •' .i :,.-1 '• ~; :• ::I •: ,, ., ,, ii ,"i ii ~I 'le:·.·, ·. \:.::,.-:: :I ii ::I -:1 :I •c :1 }; :I GENERAL. TIMBER BEAM DESIGN//. service & administrat{on ·bldg ··, dbl cant glb at (E)@ @(€) ·.~ .. - '. 'I ·~,.. • {:· •,. ~' ; -----------------,--BEAM DATA ---~------,---,--- Timber Section 6. 75x30:0 End Fixity Pili: Pin Beam Width , . = 6. 750 in Elastic Mqdulus = . 1700000 psi B~am Depth!.i,::~1·'-il'•!:,(!t,::{1"•,';:'.;/..::·:30.00 in.' . Beam Density = 35.0 pcf ,•: .:;1:···J:'~z,~~iil,··~:t·1 > ! Lamination Thickness , = 1 : 1 •. 50 in:-. Load Duration Factor = 1.25 Fb -Bending -2400 psi· Beam Wt •. Js.Added,to Loads,. Fv -Shear ·-165 psi. End Shear Calc'd lil 'cl' -distan-ce. Fe -Bearing . 625 psi -----.· .. SPAN DATA ----- Center Span = Left Canti ~ever . "' :Right canti (ever.·' t1:>1 ir:11 ;~ ... -----·-UNBRACED LENGTHS Le: Center Span = Le: Left Cant. = Le : Right Cant·. = 40.00 ft 7.50 ft. • ·7· so ~t' :, . ~ •. 1 7.son 12,0Q ft I 7 .. 50 ft --------------~-----APPLIED LOADS -------------------- Uniform Load lil Center Spah:. i>L = 648.0 plf LL= 432.Q plf Uniform Load lil Left Cantilever: DL = 648.0 plf LL= 432,0 plf Uniform Load al Right Cantilever.: DL. = 648.0 plf LL=· 432.0 plf Trapezoidal Load: DL: 165.0plf lil lft, 165.0plf al rt from -7.50 f~ to 13.50 ft Tfapezoi~a~;.L9ad:,, D~;·l~\8, .. 0plf iil lf't;, ,178 •. 0p.lf iil r.t· from 0.50 ft to 7.50 ft Point Loacfr,:D1.:J i;:··12soo~o ··#/ .. tL = 1000.0 # at -7 .so· ft Point Load: ·DL = 1400.0 # · at 13.50 ft · Point Load: DL = 11200.0 # ·LL= 7000.0 # at 47.50 ft \ .. ' •,' ------------------------SUMMARY--·------------------------------------- USING 6.750 x 30.000 Beam, Bending= 89.89¾, Shear= 93.62¾ Max. Pos Mom iil 19.56 ft: 132.10 k-ft .Shear: Max. cil Left = Max. Neg Mom cil 0.00 f.t:: -118.00 k-ft ..•• used for dsgn = Max iil Left = -182.65 k-.ft ..•• Area Req.ld = Max cil Right = -168.26 k-f·'!: Max. iil Right = Max. Allow Moment = 203.20 k-ft •.•• used for· dsgn = fb : Max •.. A_ctual:, .. : J_\'lb; }'·;: 2164. 7 psi .••• Area Req'd = Fb : Allowable · ·•;·! ·.:: ='··:2408.3 psi fv : Max. Actual = · ·. Fv : Allowable = Ck= .811(E/Fb)A.5 ·= .19.31 Rb= CLeD/BA2)A.5 = 11.44 Bearing Req'd cil Left - CV per UBC 2312.4.5 = · 0.83 Bearing Req'd iil Right= Left Cant. Camber = -0.30 in Center Camber = -0,41 in Right Cant. Camper = -0.26 in 28.92 k 39.10 k 189.57 ih2 . 26.42 k 35.89 k 174.03 in2 193.08 psi 206.3 psi 13.44 in 12.17 in Re~ctions ••• L,eft Right Def.lections ••• DL = 36.18 k = 30.86 k Center"-'. , ., = , -0;27 in .... Di~1:-'= 19.78ft ... L/Defl = 1757 Left = -0·.2Q in •.•• L/Defl = 9Q6 Right = ._0, 17 in ••• L/Defl -1056 Maximum 56.68 k 51.36 k -1.24 in 20.000 ft 388 -0.908 in 198 -0.872 in 206 ' ; 1 I • r •, ' I ~ I 16sllOIIOIIIIOIIIIIIIIIOOIIIOIIOII · · 16s 178 mnmmn 118 1080:~~==== 1080~~~~-~ 1080 0"Jllllllllllfflllllllllllllllllllll!J,IIIIIIOIIIIIIIIIIOIIIIIIIIIIIIIIIIIIIIIIIIIIIIOllllllllgi0 6?.45: 1'·.fiJ f ""'" • ., ........... n "I ,' .,dlllHHHlbo,. ·~·-...... '"". --·~~." T ~- ~~ ~ ~~ ,~ ~1 1~ -:.r._::.:g r/. t 7.50 I 40.00 M • •182.65ft~kMmax • 132.I0ft•k R• 56.6 79k •· 19.56 ft vm,x• 28. 92k V4.4D Cc) 1983-96 ENERCALC t I ,.so I M • ·168,26f1•k R• 51.358k Vmex• 26.42k ; · ..... , .... '·". .. ... .'""'I ~IDH~lb,,, . 111 Vmtn • •2M2k1P• • •0,2~ ~ze.9: 11111[ <· . •••·····•11111111r DMIX • o.gt tn • 1.52-tt ............. ..,. .. ··ir .. \ .. 1V I.II 10,a. Z0.0 29,Z •,:, . : ! ' ~ GEORGE R. SAUNDERS ASSOCIATES, KW060361 I ·.I. ) . (7t " ... I ,c .. :!I .. ,:1 •: ) :, !I !I !l®i :I :• ;, : I I 1··' ·I I ''· MARTIN & DUNN, INC. ., STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER C~ SUITE 400 SAN DIEGO, CA 92108 ,•: . : ' ·,·. 1, -·· : , Date: 06/30/97 . r:. Page: XA j.fj'. ..... GENERAL TIMBER BEAM· DESIGN~ service & administration bldg dbl cant glb at (1) ® --@) -----------------BEAM DATA --------------- Timber Section 6.75x33.0 End Fixity . Pin:Pin Beam Width = 6. 750 in Elastic Modulus-· = .. 1700000 psi Beam Depth = 33.00 in B~am Dehs,ty -· ·. = .._;:, 3510 pcf Lamination Thickness = 1.50 in ·Load Duration Factor = 1.25 Fb -Bending = 2400 psi Beam-Wt •. i~.,Added to Loads :·.<\1' Fv -Shear = 165 psi End Shear Calc'd@ 'd' distance Fe -Bearing = 625 psi SPAN DATA Center Span = 40.00 ft Left· cantilever = "7.50 ft Right Cantilever· .. 7.50 ft UNBRACED LENGTHS Le: Center Span .. 7.50 ft Le: t.eft .cant. = 12,00 ft Le: Right cant. = 7.50 ft --------------------APPLIED LOADS ,,.._ ------------------------ Uniform Load@ Center Span: DL = 648.0 plf LL =.432.0 plf Uniform Load@ Left Cantilever: DL = 648.0 plf LL= 432.0 plf Uniform Load@ Right Cantilever: DL = 648.0 plf LL= 432.0 plf Trapezoidal Load: DL: 117.0plf ~ lft, 117.0p.lf @ rt from -7.50 ft to 13.50 ft Trapezoidal Load: DL: 1429.0plf@ lft, 1429.0plf@ rt LL: -420.0plf@ lft1. -420.0plf@ rt from 0.50 ft to 7.SO·ft Point Load: DL = 13800.0 # LL= 7000.0 # at.-7.50 ft Point Load: DL = 5600.0 # at 13.50 ft Point Load: DL = 11200.Q # LL= 7000.0 # at 47.50 ft ---------------------------SUMMARY_....;. _______________________ _ USING 6.750 x-33.000 Beam, Bending= 79.15¾, Shear= 99.1'6¾ Max. Pos Mom @ 18.02 ft= 169.30 k-ft Shear: Max. @ -Left = Max. Neg Mom @ 0.00 ft= -,126.54 k-ft .••. used for dsgn = Max @ Left = -191.19 k-ft •••• Area Req'd. = Max @ Right = --168.40 k-ft M,ax. @ R1ght = Max. Allow Moment = 241.55 k-ft •• , .used for dsgn = fb : Max. Actual = 1'872.-7 psi .... Area Req'd Fb : Allowable = 2365.9 psi fv : Max. Ac::tual = Ck= .811 (E/Fb)".5 Rb= (LeD/B~?)".5 CV per UBC 2312.4.5 Left Cant. camber Center Camber Right Cant. Camber = = = = ::i = 19.31 12.23 0.82 0.13 in -,,0.86 in 0.08 in Fv : Allowable = Bearing Req'd ·@ Left = Bearing Req'd@ Right= 35.5s· k 45.55 k ·220.87 in2 26.50 k 35.56 k 172.39 in2. 204.-51 psi 206.3 psi 15.58 in 12.61 in Reactions ••• DL Maximum Left = 47.88 k 65. 73 k Right = 33.01 k 53.21 k Deflections ••• c_enter = -0.57 in -1.24 in •••• Dist· = 18.90 ft 19.560 ft ••• L/Defl = 838 388 Left. = 0.09 in 0.465 in •.•• l/Defl = 2033 387 Right = 0.06 in -o·.473 in ••• L/Defl = 3271 380 111lll11111111111111111111111111111111111 117 •420 -4:zo: 1429 ~ 1429 1080:~-~-~-1080 . 1080 0 IJJ,!IIIIIIIIIIIIOIOIIIIIIIOIIOIIYIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIW o _ Mmu·• 1D4.611ft•k • 10.02 ,: 04 · 65 1 4ff(lllllllllll11,.-,. .. , ... ,.,,. ... ,. . ... ~· .... ~'~,,· . . ·~ Oo 0 oo ., ;(012 ~.,, £!i~ !a . • ~ !, ...e O 0-1- --------. 33.93 1 ::;:: -~::::: :~:~u.,: fflll .... -.......... ._nm. Dmex • 0.011n • • 1. 1& ft t 7.50 I 40.00 M • ·191,19fl•k Mm·ax • 169.30!1-~ R• 65,731k • 18,02-ft Vmax• 35.SSk t I 7.50 1 M • •166,40fl-J; R• S3;209k Vrilex• 26.50k ,·, : ' ~~ >; : . Dm1n• •O.S91n• 19.12ft O.Olr"~ •0.119' ~ •7,S 1.11 10.a 20.0 29.Z 11,1 I ,l: ,,·,', ... V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 ,•, "-•·-..'•"'J>'I ;/I ----~--.....,....--........,-----·------- :} MARTIN & DUNN, INC. "°"kl?u._.~ __ M'M_. _V·_Ai2_N_10_· ""'"'".~d_·~----~~ C/~tfZAO ... I Structural & Civil Engineers SHEET No }('. w oF ._:'._::, . 7801 Mission Center Court Suite 400 · ~ · . c.,,.,.,-o:..n,., ) (f.;> ::O~~l(i1i) ~~j11l~i CALCULATED BY -J'l'L---~-~--DAT!;. :;/ t,,./ -, / ,. Fax (619) 497-0429 CHECKED BY . DATE-----'-'--'-' ---'--,-----'--:·~ii SCAL~ toNpm§b)T A ,107 · kA-rattL< thJ~s ,; ,, 1 ;• l •I '> t, / U I :• 1 ,I !, f1 / 8 1 a• ::l :1 ', i, ,1 .l I 1 .., I _'• 1: I ~"I I .' 'l l •, \, ; ll t ' 1 ,1 •, f, 7 ft I t I I '5 b / ii t ~ 1 (I ·" •! ,•, :-; I Af Gr?AL, MAv'<~1~ ::I . .. ,:_:i ·' .... I ., ., '• ·:.,. · . .-., "' ., ·::, ... .,.,. N. ... @r, ~ ti) J' ~ ~ H ·=1 ·1 "' "1 :, ·, .": ~: Av' 4 : \J\ ~ JI ~@i0-.~ • A,.I .:_:I. ~ " ,,, ~ . ~-' : . ~ {1 . ~--; ·;;· "J -,:, 4t>' : ·:1.. N ., -. :r 11.)' m ,•? ®-~- + ... --~ 2 II -~ -" ~ ' . ..\-., -~ -~ * .J. -2 c-l 1 0 . ,, ' j 6 <) 5 t ' 3 1 ~· • • ~I 1 ~· ~: +i ~ 4 c:s:), ~2 ... , \1 :_;I •:: MARTIN-& DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 JOB lE?sotAtJO C.~IBAD CZ b .... '2.J{ 0 SHEETNO. _____ ..£.X:u:A....:..=:i----!,'--. 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C G" ----9 ~ ~lG . , .------~ N./111 A-~oJ P~. ~z,:S ~ \J-- vt&~ b .. --1 a11 0 ~ ¼/ M-n,1. "1-1,~. ar-· 18'1 . 2 :-1 .,· ,, :-· .. }I ... '•· .:,:;1 .. -·· .. il1· . ., ,, •. ' \.1 ··· .I ' ·, ':; ,., :1 .:;I ,·. ·I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB ~L,,tl\J O•. 11,n-J~ /~~ q ~ . . I ~~~ XMS. ~----- CALCULATED BY,...;._~--"·-·~-'-~-------'-~---DATE' 7-, -q-1_ ... CHE.CKED BY · · DATE ___ _____;__ SCALE~ft!N~ )r,µ)6" Pf~~ • " ·, :t l ;, t l • , / I) t ', I •l ', o / U l .' ; l '• 1,· f II l ., ': UM6"' I? tJX'?l X l}Z.. rt5rl'7~~,!:f. '• I •• 'I l ~I '" I ,., •4 >.• <') -, o\> ,._; J• .,, , •• ,, • 10 ', .. , -.. , ,a .,, 1 i., <oJ r,. c, , "' v, .. J'i!PDIJ(;f .'Vl·I Nt-:11~ h:r .•~rr.,l._,u 1.1.~ ul471 T110ri.1~, 1'110/Jt lULllflEL I t.'tl!.l n~WSO •· ;'.I :' ii ii .-:I ' .:~ I ::1 ~1 :1 ::1 .I \ ~I ~--:I ·:1 I :I_,. :1 ' :I -'.I I RISA-2D (R) Version 3.03 George R. Saunders Asso-ciates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job_~,,_..,....--- Page XM-9) Date 7-q-J ============ ============== ===== ==== =========== ~-=-==---===----==---- Units Option · US Standard AISC Code Checks 9th ·Edition ASD Shear Def ormatitm :. No P-Delta Effects Redesign Edge Forces A.S.I.F. No No No 1.000 ----------------:----------------------~---------------------------------Node Boundary Conditidns No X-Coord Y-Coord X-dof Y-dof Rotation Temp. -----------(ft)-~------(ft)-----{in,K/in)~---(in1 K/in)---(r,K-ft/r)-----{F}- l 0.00 0.00 R R 0.00 2 24.75 0.00 R R 0.00 3 0.00 13.00 0.00 4 12.38 13.00 0.00 5 24.75 13.00 0.00 6 0.00 28.00 0.00 7 12.38 28.30 0,00 8 24.75 48.00 0.00 ------------------·--------------' -----' --------. ------------------------------- Material Elastic Poisson's rhermal Weight Yield Stress Label Modulus Ratio Coefficient Density· (Fy) ---------------(Ksi)--------~--------------(F}----~---{K/ft3}--~~--(isi}---- A36 2900Q.OO 0.30000 0.65000 0.490 36.000 A500 29000.00 0.~0000 0.65000 0.490 46.000 ---------------------------~-. ------------. --. --------------------------------- Section Database · Matl. Area Moment of As y /y Label Shape Set Ine~tia Coef - - - - - - - - - -____......,---- - --- - - - - - - --- - - - --~ --(in" 2 ) - - - - - - -· ( in .... 4 ) - - - - - - - - - --- - - - - - COLUMN TU6X6X8 A500 10.40 50.500 1.20 BRACE TU6X6X8 · A500 10.40 50.500 1.20 FLR BM W14X53 A36 ;1.5. 60 541 .. 000 1. 20 RF BM W21X62 A36 18. 30 133-0. 000 1. 20 ------------------------_· ----· ~---------------------------------------I J ! Release~ J End Offset~ No No~e Node Section x y z x y z Sec Sway I J Length -----------------------------------------------~-----{in)----(in)------[ft) 1 1 - 3 COLUMN 13.00 2 3 - 6 COLUMN-----15. 00 I I ;-I ·i :::1 ,11 ~I ~I ·; 'I ' ii :1 I :1 :I ~-.. !I .. :I ~I :1 I '.I RISA-2D {R) Version 3 • 0,3 George R. Saunders Associates 3131 Camino Del Riq N, Suite 690 San Diego, CA 92i08-5707 PROJECT# 9 6 0 2 4 0 : . LEGO LAND WAREHOUSE BRACED FRAME@ GRID LINED ================·===-====== ·.==-===== ·= '=== · =-=·=-. ·====--= ·---=-==-==-==--=-=-==-=-= ---------------------------------------------------------------------------I J I Releases J End Offsets No Node Node Section x. y · z x y z Sec _ Sway I -. J Length· - - - - - - - - - - -_ ---- - - - - - - - - - - - -----.-- - -~ - - - ---------. -. - - - - -(in) - ----_ (in) - - - - - -(ft ) 3 2 -5 COLUMN 13 .00 4 5 - 8 COLUMN 15.00 5 1 4 BRACE 1 1 17.95 6 2 - 4 BRACE 1 1. 1 7 . 94 7 3 - 7 BRACE 1 1 19.68 8 5 7 BRACE 1 1 . 19 . 6 8 9 3 4 FLR BM 12.38 10 4 - 5 FLR BM 12.37 11 6 - 7 RF BM 12. 38 12 7 - 8 RF BM 12 . 3 7 ------------------------------------------------------------------------I j Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm Cb --------------------(ft)-----(ft) ----{ft) ----------_---------_ ----------- 1 1 3 2 3 -6 3 2 -5 4 5 8 5 1 -4; 6 2 -4 7 3 --7 8 5 -7 9 3 -4 0.00 0-. 00 10 4 -5 0.00 0.00 11 6 -7 12 7 -8 ' -----------------' '. ------------. ------. ----' ---, ___ ,_ --------------, ---------- BLC Basic toad Case Load Tot.als .. No. Description Nodal Point: Dist. ----------------------------------------------------------------------1 · ROOF DL 4-_..-ROOF LL 3 FLOOR DL 4 FLOOR LL 5 SEISMJ;C 6 Pb Nodal Loads, BLC 1: ROOF DL 3 3 .2 1 --------------------------------------------------------------------------Node Number Global X Global Y_ Moment ------------------------(K)------·-----------(K)----------------(K-ft)---- 7 ----·-----0. 000 ""'16. 800 0. 000 I I I ;1 ;1 ;I •' ::1 , ~1 •, ii !I ::1 ........ ;I ·:1 ·.1 :1 II ' ;1 !1 i ·. RISA-2D (R} Version 3. 03 George R. Sauilde:i:-s Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 .- PROJECT# 96024·0: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job Pag_e__,X....,,M..,.,..• 1-..,.,..1-, - Date -,_.q?J · ================ =-==-= ==-==== -. =·--=--=-. ----===--=---==-----=== ----=== --------------------------------------------------------------------------Node Number Global X Global Y Moment - - - - - - - - - - - - - - - - - - - - - - { K ~ - - - - - - - - - - - - - - - - { K) -- --- -. - - - - --··_ - - - - { K-ft) - - - - 6 0. 000 -0. 900--o .000 8 0.000 -0.900 -0.000 Nodal Loads , BLC 2 : ROOF LL . --------------' -----------. ---------. -----------------' -·--. ---. ----. --------- Node Number Global x Global Y Moment ----------------------(K)----------------(K)-----------------(K-ft)---- 7 0.000 -12.600 b.000 6 0.000 -1.100 0.000 8 0.000 -1.100 0.000 Member Distributed Loads,BLC 3: FLOOR DL -------------------------------------------------~-------------------- Memb I J Start End Start End No Node No<J,e Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----~/ft,F)----+~---(ft)---------(ft)---- 9 3 - 4 Y -0.31& -0.315 0.000 12.380 10 4 -5 Y -0.315 -0.315 0.000 12.369 Member Distributed Loads-, BLC 4: FLOOR LL ---------.--------------. ',-----------·-· --·----------·------'------------------ Memb I J Start · E:0.d Start End - No Node Node. Dir Magnitude .Magnitude l;,Jdcation Location ---------------------,----(K/ft,F)---'--(K/ft,F)-~----..,--(ft)---""'-:-----(ft)---- 9 3 - 4 Y -0.625 -0.625 0.000 12.380 10 4 - 5 Y -Q.62:5 -0.6~5 0.000 --12.369 Nodal Loads, BLC 5 :-$EISMIC ------------------------------: ------------------------------------· ---·------ Node Number Global X Global Y Moment --------· ---------------(K) -----------. --. --' --(K) .. ----.. -, ---------(K-f"t)----- 3 ----47 .400 0. 000 0. 000 6 81.500 0.000 0~0'00 Nodal Loads, BLC 6 ·: Pb . . . --------------------' ' -----------· ' ~ -----------. ' ------.. --. -------. --_, -. --. --- Node Number Global X Global Y. Moment ------------------------(K) --------------:--(K)· ----------------(K-ft)---- 4 0,000 · -~87.000 0.000 I {1 :;1 .·I ::1 ' :I ;I :I :I :1 I I I I :1··· :I :1 I I RISA~2D (R) Version 3.03 George R .. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME.@ GRID LINED Job_.......,. __ ,..._ Page Xf1$,Z. Date '-7--7rl . ==============-============= ======= .. ==================================== ----------------------------· --------------------------------------------Load Combination Self Wt aLc BLC BLC BLC BLC w E No. Description Dir Fae Fae Fae Fae Fae .Fae DYNA s V '• --------------------. ------. -. -_,_ ---------. -------------------------. ------- 1 DL· + SEISMIC y ""~85 1 .85 3 .85 5 2.25 y 2 DL + LL + SEISMIC y -, 1 1 1 3 1 4 .7 5 2.25 y 3 DL + SEISMIC y -.85 1 .85 3 .85 5 i.5 y 4 DL + LL + S-EISMIC 'y .,.1 1 .1 3. 1 4 .7 5 1.5 y 5 DL + LL + Pb y -1.2 1 1.2 3 1.2 4 .5 5 1 6 1 y 6 BASE DL + SEISMIC y ~1 1 1 3 1 5 1 N 7 u = .9D + 1.43E y -.9 1 .9 3 .. 9 5 1.43 N Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action . X only Acceleration of Gravity 32.20 ft/sec**2 -- I -'.ii .< :;1 :'.I ·, ;1 ' ,• :ii I ;I :1 ;1 ii ~I ' ~I :.I ;I ~I .. ·1 ·.1 ~-1 :I • RISA-2D (R} Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Su1te 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job . Page .)( M ½?i Date --z .. Jlj --------------.-----------------------------.-----------------------------== Load Combination is 1 : :PL+ SEISMIC Nodal Displacements ----------------------·-------------~----· -----~-' ------------.----------------- Node Global X Global Y Rotation ---------------------(in}-----------------{in}--------.-------{rad}--------- 1 2 3 4 5 6 7 8 Load Combinat.ion is 1 Reactions 0.00000 0 .·00000 0.28106 0. 21755, 0.2-4912 0.56677 0. 5:J.675 0.51506 -DL + SEISMIC 0.00000 -0.00000 0 .·05179 -0 .·00368 -0.06339 0.04879 -0.00058 -0.064;15 -0.00234 .:.O. 00.213 -0.00073 -0.00027 -0.00054 -0.00037 -0.00034 -0.00051 -------------·------------------------------------·------------------------- Node Global X Global Y Moment ---------------------(K}----. ------.------(K} ·-----------{K-ft}--------- 1 -142.47372 -249.06969 0.00000 2 -147.55128 277.88181 0.00000 Totals -29·0. 02502 28. 81212 O. 00000 Load Combination is 1 : DL + SEISMIC Member ~nd Forces --------------·------------------. ---------~--------------------------Nodes .. ====== .==t-End ==. =======· ========== J-End ========== No I J Axial snear Moment Axial Shear Moment ---------------(K}------~-(K).:.-----{K~ft)--~---.(K)-------~(K}-~~---(K-ft}-- 1 1-3 -99.93 -0.19 0.00 100.33 -0.19 2.53 2 3-6 5.25 0.56 3.98 -4.80 -0.56 4.46 3 2 -5 12 2 . 75 o . 19 -·o . o o -12 2 . 3 6 - o . 19 2 .4 9 ;4 5-8 1.50 0.52 3.b6 -1.05 -0.52 3.90 ·5 1-4 -206.12 0.19 o.oo 206.51 0.19 o.oo 6 2-4 213.97 -0.19 0.00 -213.58 -0.19 0.00 7 3-7.------137.10 0.19 0.00 137.56 0.19 0.00 8 5-7 152.78 ~0.19 0.00 -152.32 -0.19 0.00 9 3-4 193.41 o.a9 -6.51 ~193.41 2.98 -6,41 10 4-5 -96.23 1.94 6.41 96423 1.93 -6.35 11 6-7 182.86 -0.40 -4.46 ~l82.84 1.05 -4.54 12 7-8 0.51 0.38 4.54 -0.52 0.28 -3.90 I I :'.I ·, '.:I ;1 ii ~ I - ii ll :1 ;1 ii t ·I :1 .-1 :I I .I ·I I RISA-2D {R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED J'ob__,...,..-................. - Page ~M-1! Date ~-q1__ ============== ==== ==== ============== ====·========= ========. === ====== Load Combination is 1 : DL + SElSMIC AISC Code Checks -----------------------~--------------· ----------------~----------------Nodes Member Qua:r;ter Points No I J. Maximum 0 ·1/4 1/2 3/4 L Shear ------------------------------------------------------·---. --------------------- 1 1-3 0.4088 0.3482 0.3633 0.3785 0.3937 0.4088 0.0018 2 3-6 0.1307 ·O.l219 0 .-0717 0.0327 ·O. 0$17 0.1307 0.0051 3 2-5 0.6576 0.6016 O.ql57 0. 62·97 0.6436 0.6576 0.0017 4 5-8 0.098~ 0~0989 0.0527 0.0074 0.0524 0.0974 0.0047 5 1-4 0.7384 0.7181, 0 .. 7331· 0.7384 0.7338 0.7194 0.0017 6 2-4 90. o·ooo 90.0000 90.0000 90.0000 90.0000 90.0000 0.0017 7 3-7 0.5000 0.4776 0.4942 0.5000 0.4950 0.4793 0.0017 8 5-7 90.0000 90.0000 90.0000 90.0000 90.0QOO 90.0000 0.0017 9 3-4 0.6245 0.6163 0.6245 0.6132 0.5825 0.6156 0.0402 10 4-5 0.3272 0.3272 .o. 2980 0.2882 0.2978 0.3269 0.0262 11 6-7 ·o. 6784 0. 6783 0.6754 0.6715 0.6725 0.6784 0.0087 12 7-8 0. 023-6 0.0236 0 .. 0192 0.0173 0.0177 0.0206 0.0031 --- ,· ;:1 ;-1 ;1 :I ii ~I :1 -!I :I :I :I :I ~I :1 1·· .1 ·I I :1 RISA-2D (R) Version 3.03 George R. Saunders Associates· 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 9602-40: LEGOLAND WAREHOUSE BRACED FRAME@ GRIP LINED Job_.,.....,,_ __ Page Xi KHS _ Da te_--F-._~_.._?/_,___ ========--====---===------==-----=---:----------.------------------------- Load Combination is 2 : DL +LL+ SEISMIC Nodal Displacements -----------------------~---------------. -----------------~--------------- Node Global X Global Y Rotation ----------------------(in)------·------------(in) --------·.-------(rad)--------- 1 2 3 4 5 6 7 8 0.00000 0.00000 0.28071 0.21755 0.24947 0.56674 0.51675 0.51509 0.00000 -0 .. 00000 0.04963 -0.00872 -,-0.06555 0.04645 -0. 004.68 -0 .. 06650 Load Combination is 2 : DL +LL+ SEISMIC Reactions -0.00225 -0.00222 -0~00091 -0.00027 -0.00036 -0.00039 -0.00034 -0.00049 - - - - - - --- - - - - - - ---·--. - - - --- --. --- - - - - --_ - ---- - - - - -------- - ---- - - - - - ------ - --- Node Global X Global Y Moment ---------------------(K)----------------fK)---------------(K-ft)--------- 1 -138.91510 -241.11391 0.00000 2 -151.10~91 2flS.8386S 0.00000 Totals -290.02502 44.72475 0.0Q000 Load Combination is 2 : DL +LL+ SEISMIC Member End Forces --------------------------------------------------------------------- Nodes ========-= I-End ===== =-=· ==== -=== J-End === ====== No I J Axial Shear Moment Axial Shear Moment ---------------(K)---~----(K)-----~(K-ft)-------(k)--------(K)-~~---(K-ft)-- 1 1-3 -95.73 0.16 0.00 -96.19 -0.16 2.09 2 3-6 5.60 0.51 3.48 -5.07 -0.Sl 4.18 3 2-5 126.95 0.22 0.00 -126.49 -0.22 2.92 :, 4 5-8 1.86 0:57 4 .. 37 -1.'.33 -0.57 4.19 5 1-4 -200.97 0.22 0.00 201.43 0.22 0.00 6 2-4 219.12 -0.22 0.00 -218.66 -0.22 0.00 7 3 -7-------135 . 41 0 . 2 2 0 . 0 0 13 5 . 9 5 0 . 2 2 0 . 0 0 8 5-7 154.47 -0.22 0.00 -153.93 -0.22 0.00 9 3-4 192.34 3.34 -5.57 -192.34 6.64 -14.86 10 4-5 -91.29 5.60 14.86 97.29 4.~7 -7.29 11 6-7 182.91 -0.26 -,4.18 -i8~2.89 1.03 -3.81 12 7-8 0.56 0.35 3.81 -0.58 0.42 -4.19 ;:I ~I ·; ~I :;1 :(I :ii ' JI ., ;:I _:I :1 :1 ,,1 ;1·· .;1 . ~I 1 :, :I I ti RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio· N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LI~E D Job _ _..,, .... -...,...,,.- Page Xr:1 V4' Date -FtJ'1 ==----===----=-===--= ===-========-= ... = ==== ======-=~===-======= ======= Load Combination is 2 : DL + LL + SEISMIC AISC Code Checks ---------------------------------------~ -----· ---------.-----------------Nodes Member Quarter Po:i;nts No I J Maximum 0 1/4 1/2 3/4 L Shear -----------------------------------------·------:_---· ------------ 1 1-3 0.3843 0.3335 0.3~62 0.3589 0.3716 0.3843 0.0015 2 3-6 0.1255 0.1119 0.0663 0.0371 0.0813 0.1255 0.0046 3 2-5 0.6894 0.6223 0.6391 0.6559 0.6727 0.6894 0.0020 4 5-8 0.1126 0.1126 0.0617 0 . .0100· o·. 0560. ,o .1055 0.0052 5 1-4 0.7240 Q.7002 0.7179 0.7240 0. 7187 · 0.7018 0.0020 6 2-4 90.0000 90. 0-000 90.0000 90.0000 90.0000 90.0000 0.0020 7 3-7 0.4980 0.4717 0.4912 0..4980 0.492"1 0.4736 0.0020 8 5-7 ~0.0000 90. ooo·o 90.0000 90 ,·0000 90.0000 90.0000 0-. 0020 9 3-4 0.6674 0.6070 0.6490 0.6409 O. 5'827 0.6674 0.0895 10 4-5 0.3853 0.38:53 0.2979 Q.3169 0.304.2 0.3361 0.0754 11 6-7 0.6780 0.6780 0.6758 0.6724 0.6715 0.6772 0.0085 12 7-8 0.0222 0.0203 0.0165 0.0155 -0.0174 0.0222 0.0034 ---- ,, , ii .i:I ::I .. {I •, ~:1 .,;I ' '! ~I ·'I ·,1 I :: I ·1 ~I ;I ii I 11 · ;1 .1 ;I ·1 RISA-2D {'R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite .6.90 San Diego, CA 92108-5707 PROJECT# 960240: ~EGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job ____ _ Page YP'i 1-1 · Date ~-~1 ======-=-====== ====== ==== .===.===.=== ===·.====== ===-. == --====== -=· == = Load Combination is 3 : DL + SEISMIC '· Nodal Displacements - - - - - - - - - - - - - - - - --. - - - - - - - - - - - - - - - - -. - - --. -. - - - - - --- - - -= ----. - - - - - - - - - - - - - - - - - Node Global X Global Y Rotation ---------------------(in)-----------------(in)--------.-------(rad)--------- 1 2 3 4 5 6 7 8 Load Combination is 3 Reactions 0. 0000·0 0,00000 0.18671 0 .145-03 0.1667,4 0.37777 Q.34450 0. 34345 - DL + SE-I SMI C 0.00000 -0.00000 0..03258 -0.00366 -0.04420 0.03026 -0.00608 -0.04504 -0.00154 -0.00144 -0.00051 -d.00018 -0.00033 -0.00028 -0.00023 -0. 0003-0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- ------ --- - ------- -' 'ry - - - - - - - - - - - - - - - - - - - - - - - - Node ; Global X Global Y Moment -----------------------(K) --------------·.------(K} -: -------------(K-ft) --------- 1. -94.13358 -i61.24544 0.00000 2 _g9.21642 190.05757 0.00000 Totals -193. 35001 ;ta. 8.1213 O. 00000 Load Combination is 3 : OL ·+ SEISMIC Member End Forces -------------------. -----------------·---------------------------------- Nodes = ·==== · -== I-End -·=. =====· ==. ======= J-End = · ======== No I J Axial Shear Moment Axial Shear Moment ---------------(KJ-~~-----(K)------(K-ftJ~~-----(K)--------(K)-~~---(K~ft)-- 1 1-3 -62.80 0.12 0.00 63.19 -0.12 1.61 2 3-6 4.12 0.36 2.55 -3.67 -0.36 2.&6 3 2-s ssA66 0.13 -o.oo· -85.27 -0.13 1.73 - 4 5-8 1.63 0.36 2.68 -1.17 -0.36 2.72 ·s 1-4 -136.12 0;1g o.oo 13$.51 0.19 o.oo 6 2-4 143.93 -0.19 0.00 -143.54 -0.19 0.00 7 3-7 _______ -88.14 0.19 0.00 88.60 0.l,9 0.00 8 5 - 7 10 5 . 12 - 0 . 19 0 . 0 0 -1-0 4 . 6 6 .,. 0 . 19 . 0 . 0 O 9 3-4 · 126 .. 92 1.09 -4.17 -126.9-2 2.78 -6.31 10 4-5 ·-66.17 2.09 6.31 6ij.17 i.7B -4.41 11 6 - 7 121 . 92 - 0 . 0 5 -2 . 8 6 -121 . 9:1 0 . 7 0 -1 . 81 12 7 -s o·. 3.5 o , 2 5 1 . 81 -o . 3'7 o . 4 o -2 . 7 2 ;.:1 ~;1 \I ' ::1 :!I :::1 ') ::I ~I '.I :I ii :1 ii '.I '.I :I RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108.:.'5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job____,..,..... __ _ Page )(H:1--B bate -z-q"] ================================== •. ======~ ============· ·=-~============== Load Combination is :3 : DL + SEISM;I:C AISC Code Checks ------------------------------------~---------------~---------------- Nodes Member Quarter Points No I J Maximum b 1/4 1/2 3/4 L shear ---------------------. ------------------.--------·-.-------------------1 1-3 o. 25-80 0.2188 0.2286 0.2384 0.2482 0.2580 0.0011 2 3-6 0.0869 0.0822 0.0498 0.0246 0.0557 0.0869 0.0033 3 2-5 0.4515 0 .4199 0.4278 0. 435-7 0.4436 0.4515 0.0012 4 5-8 (). 0717 0.0717 0.0394 0.0080 0. 039-1 0.0702 0.0033 5 1-4 0.4945 0 .4742 C). 4893" 0.4945 0.4900 0.47.56 0.0017 6 2-4 1. 0329 0. 9·330 1.0086 1.0:329 1.0066 0.9304 0.0017 7 3-7 0.3294 0.3071 0.3236 0.3294 0.3244 0 ."3087 0.0017 8 5-7 0.8371 0.7815 0.8238 0.8371 0. 8'218 0.7780 b.0017 9 3-4 0.4177 0.4037 0.4159· 0.4086 0.3819 0.4177 0.0375 10 4-5 o_.2374 0.2374 0.2051 0.2004 0.1990 0 .2250 0.0282 11 6-7 0.4520 0.4520 0.4512 0.4494 ·0.4466 0 .449"9 0.0058 12 7-8 0.0.144 0.0100 0.0074 0 .0-073 0. 0-09"6 0.0144 0.0033 --~---~ i:I •' ) .::1 .. :-~ ... ·.' :-:1 •,: :jl ·' ' '.'.I :~ I _:;I :I :1 :I :I ;1 -;1 11 · .:1 :1 :1 :I RI.SA-2D (R) Version 3 .. 03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 6-90 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job Pag-e ---y ......... , tt_?),_'1_ - Da te._~_,__ .... ----'-1/ __ ========================---· -----. -----, -.. --~ --~ --. ------, ----------------- Load Combination is 4 : DL +LL+ SEISMIC Nodal Displacements ----------------------~---.------------: -----.-----~------~--------------- Node Globs,l X Global Y Rotation - - - - - - - - - - - --- - ----- - - ( in) - - - - - - -. - - - - - - - - - ( in) - - - - - - - - . - - -. -. - ( rad) - - - - - - - - - 1 2 3 4 5 6 7 8 Load Combination is 4 Reactions 0.00000 · 0.00000 0.18636 0.14503 0 .167·09 0.37774 0.34450 0.34348 0.00000 -0.00000 0.03043 -0.00870 -0 .. 04636 0.0279:J,. -0.01018 -0. 0473'9 DL +LL+ SEISMIC -0.00145 -0.00153 -0.00069 -0.00018 -0.00015 -0.00030 -0.00023 -0.00029 -------------. ---------------------------·--------. --------------------. ------ Node Global X Global Y Moment ----------------------{K)----------------{K)-------.-------(K-ft)--------- 1 -90.57495 -153.28967 0.00000 2 -102.77505 198.01440 0.00000 Totals -l93.35001 44.72473 0.00000 Load Combination is 4 : DL +LL+ SEISMIC Member End Fo+ces -----------------------------------------------.-----------------------Nodes ========== I-End =====: === · · = · = · ====== J-End ========== No I J Axial Shear Moment Axial Shear Moment -------------~-(i)--------(K)------(K-ft)---~---ti)~-------(K)-~----{K-ft)-- 1 1-3 ~58.59 0.09 0.00 59.0~ -0.09 1.18 2 3-6 4.4.8 Q· •. 31 2.04 ~3.'95 .-0.~1 2.57 3 2-5 89.86 0.17· 0.00 --89.4.0 -0.17 2.16 4 5-a 1.ga o.41 3.1s ~1.45 -o.41 3.oo 5 1-4 -130.98 0.22 0.00 131.44 0.22 0.00. 6 2-4 149.08 -0.22 0.00 -148.62 -0.22 0.00 7 3-7.----86.44 0.22 0.00 86.98 0.22 0.00 8 5-7 106.81 -0.22 0.00 ~106.27 -0.22 0.00 9 3-4 125.86 3.53 •3.23 -125.86 6.44 -14.77 10 4 - 5 -·6 7 . 2 3 5 . 7 4 14 . 7 7 6 7 . 2 3 4 . 2 2 -5 . 3 4 11 6-7 12t.98 0.09 -2.57 -121.96 0.6B -1.08 12 1-8 o.41. 0.23 1.oe -0.43 o.54 -3.oo I ::·1 :; :·: :;:1 ., ·:·1 :; ., .. '• i:I •l •' ,, ' ii ,' .; :~I :'.I ii ' ' ii ' . ' ll t ·;1 ~I-·· 'ii :I :1 ;1 ' RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOL.AND WAREHOUSE BRACED FRA,ME @GRID LINED ============ === ================ ==== ==· == -===== == == -~============== = Load Combination is 4 : DL + LL + SEISMIC AISC Code Checks ---------------,-' ------·-----. ------·-----~: -.. _______ , ----------------. ------- Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 _ 3/4 L -Shear ------------' -·--------------------------< -----------·---.---,------------------ 1 1-3 0.2335 0.2041 0.2115 0.2188 0.2262 0.2335 0.0008 2 3-6 0.0817 0.0722 0.0444 0.0290 O·. 05.54 0.0-817 0.0028 3 2-5 0.4809 0.4405 0.4506 0.4607 0.4708 0.48-09 0.0015 4 5-8 0.0855 0. 0855 0.0485 0.0114 0.0427 0.0783 0.0037 5 1-4 0.4802 0.4563 0.4740: 0.4802 0.4748 0.4579 0.0020 6 2-4 1.1281 0.9663 l. 08·91 1.1281 1.0856 0.9634 0.0020 7 3-7 0.3274 0.3012 0.3206 0.3274 0.3215 0.3030 0.0020 8 5-7 0. 8635 0 .. 7941 0. 8·46-9 0.8635 0.8444 0.7901 0.0020 9 3-4 0.4695 0 .3945 0.4405 ·O .4363 0.3820 0.4695 0.0868 10 4-5 O·. 2955 0.2955 0.2051 0.2343 0,2246 0.2342 0:0775 11 6-7 0.4521 0.4521 0.4520 0.4507 Q.4481 0.4489 0.0056 12 7-8 0.0159 0.0067 0.0047 0.0056 0 .-0093 0.0159 0.0045 .-~---- \I :;I '.ii :'.I :;1 JI ii ii .'.I ' ii ··1 ;1 .. 1 I _:1·· .I .. I ;I I RIS~"".2D (R} Version .3. 0·3 George R. Saunders A~sociates 3131 Camino Del Rio N, Suite 690 San Diego, CA 9210·8-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job . Page . XBJiiJ - Date 7-· -====--=-=-=========== ===------------------------~-------------------- Load Combination is 5 : DL +LL+ Pb Nodal Displacem~rtts ---------------------·--------------------------------~---------------- Node Global X Global Y Rotation ---------------------(in}-----------------{in}--------<-------{rad}--------- 1 2 3 4 5 6 7 8 Load Combination is 5 Reactions . -0.00000 0.00000 0.12298 0.09665 0.11258 0.25178 0.22963 0.22896 DL +LL+ Pb -0.00000 -0.000-00 0.01464 -0.19855 -0. 0365!5 · 0.01220 -0.01913 -0. 03800 -0.00009 -0.00189 -0.00218 -0.00012 0.00162 -0.00024 -0.00015 -0.00015 ---------------------------------------------------------------------- Node Global X Global y Moment ----------------------(K}-----------------(K}--. ------------(K-ft}--------- 1 74.72066 50.54393 0.00000 2 -203.62067 284.86639 0.00000 Totals -128.89999 335.41034 0.00000 Load Combination is 5 : DL +LL+ Pb Member End Forces ---------------------.. --------------------------------------------~---- Nodes ·=== _===· = I-End -·======== · =-==· = ·=== J-End ===· ====== No I J Axial Shear . Moment ~ial Shear Moment ---------------(K)--------{K)------~K-ft)-----~-(K)-----~--(~)-~----(K-ft)-- 1 1-3 -28.04 -0.25 0.00 28.59 0.25 -3.27 2 3-6 4.41 -0.27 -3.32 -3.78 0.27 -0.69 3 2-5 70.94 0.42 0.00 -70.1~ -0.42 5.49 :. 4 5 - 8 2 . 7 5 0 . 7 5 6 . 81 -2 . 1 L -0 . 7 5 4 . 41 5 1-4 108.26 0.26 0.00 ~107.71 0.26 0.00 6 2-4 295.05 -0.26 0.00 -294.50 -0.26 0.00 7 3 -7-------5 i . 81 o . 2 6 o . o o 5-2 . 4 6 o . 2 6 o . o o 8 5-7 77.03 -0.26 0.00 -76.38 -0.26 0.00 9 3-4 80.18 7.11 6.59 -80~1& 2.23 23.65 10 4-5 ... 4g_55 1.76 -i.3.65 48.55 7.57 -12.31 11 6-7 8~.81 0.72 0.69 -81.79 0.21 2.44 12 7-8 0.75 -0-09 -2.44 -0.77 1.02 -4.41 I I ;:I ' - ~I ii -ii ::1 ' _:I ii :1 I .1 I ;1 ·1 -1 · :I ' ·1 I I RISA-2D {R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job ~!E-:==x=,,_B-_=~=: == ====-================ === ====== ========== ======= ==== =================== Load Combination is 5 : DL + LL + Pb AISC Code Checks ------------------------. -----. ----------·-------. -----------.------------------ Nodes Member Quarter Points No I J Maximum 0 ·1/ 4: 1/2 3/4 L Shear ---------------------------------------------' ---· -----.--------------------- 1 1-3 0 .1763 0.0977 O. 1:1. 73 0.1370 0.1567 0.1763 0.0023 2 3-6-0.1019 0.1019 0.0775 0.0531 0.0286 0.0366 0.0024 3 2-5 Q.44S:1 0.3477 0.3721 0.3965 0.4208 0.4451 0 .-0038 4 5-8 0.1748 0.1748 0.1081 0.0414 0.0499 0 .114·9 0.0068 5 1-4 0.7498 0.7021 0. 7384' 0.7498 0.7365 0.6985 0.0024 6 2-4 90.-0000 90.0000 90.0000 90.0000 90.0000 90.0000 0.0024 7 3-7 0.2120 0.1805 0.2039 0.2120 0.2050 0.1828 0.0024 8 5-7 0.6123 0.5726 -0. 6030 0.6123 0.6004 0.5678 0.0024 9 3-4 0.4l29 0.2808 0.3147 0.3873 0 .4129 0.3916 0.0959 10 4-5 0.3096 0.2978 0.3096 0. 274_7 0 .1928 0.2240 0.1021 11 6-7 ·o. 3059 0.3012 0.3023 0.3050 0.3059 0.305'2 0.0059 12 7-8 0.0239 0.0144 0.0114 0.0049 0.0106 0.0239 0.0084 ------ ::ii :~1 ii ;:I ; ~ ·11 ,' :I ' ' '• --1 ;I -:I ii jl ? ii ·' ' ,:1 ', _:I .:1 ,, ' I I :1 I ·-1 RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED· Job_...,..... ___ _ Page ~)jJ2 Date _ _,__ ,_"f:f_7!'"_ ===-=----============== -= -===== -===== -=====-------·---=----=' ----- --.---------- Load Combination is 6 : BASE DL + SEISMIC Nodal Displac~ments ----------------------·--------------------------------------------------- Node Global X Global Y Rotation ------------------· (in)----:------------{in). · ----~-------(rad)--------- 1 0_09000 0.00000 -0.00100 2 0.-00000 -0.00000 -0.0~099 3 0.12346 0.-01875 -0.00038 4 0.09669 -0.00428 -0.00012 5 0.11217 -0.03,245 -0.00018 6 0.25172 0.-01670 -0.00024 7 0.22966 -0.01276 -0.00015 8 0.22909 -0.03350 -0.00015 Load Combination.is 6 Reactions BASE DL + SEISMJC ----------,----------------------------------------------------------------- Node Global X Global Y Moment ---------------------(K)-~----------------(K)-------------(K-ft)--~----- 1 -61.45739 -100.15424 0.00000 2 -67.442pl 134.05084 0.00000 Totals --12.8. 89999 33. 89661 o. 00000 Load Combination is 6 : BASE DL + SEISMIC Member End Forces --------------------------------------------------------------------- Nodes ==========I-End========= ========= J-End · ========= No I J Axial shear Moment Axial Shear Moment ---------------{K)--------{K)--~---{K-ft)-------{K)--------(K)-~~---(K-ft)-- 1 1-3 -36.01 Q.07 0.00 ~6.48 -0.-07 0.97 2 3-6 3.7-0 0.22 1.54 -3.17 -0.22 1.72 . 3 2-5 62.96 0.10 0.00 -62.50 -0.10 1.26 , 4 5-8 2.b4 0.26 1.95 -1.51 -0.26 1.99 ·5 1-4 -88.78 0~22 o.oo 89.24 6.22 o.oo 6 2-4 g7_93 -0.22 0.00 -97.47 -0.22 0.00 7 3-7.-----53.76 0 .. 22 0.00 54.31 0.22 0.00 8 5-7 75.07 -0.22 0.00 -74.53 -0.22. 0.00 9 3-4 81.53 1.48 -2.51 -81.53 3.07 _.-7.33 10 4-5 -47.20 2.61 7.~3 47.20 1.94 -3.20 11 6-7 81.31 0.30 -1.72 -81.29 0.47 0.65 12 7-8 0.26 0.17 -0.65 ~0.28 0.60 -1.99 ·., .. :;I ,, ., ii ii .[-I ~I ;:I •' ~I ' '· _; I :I ~I ......... . I :I I :I :I .I ·;I '11 RISA-2P (R) Version 3. 0.3 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FAAME@ GRID LINED Job_......,.,,.,...,, __ Page liMZ4- Date 1-:t:F'f ------------------------------------------'._ --------------------. __ Load Combination is 6 : BASE DL + 8'EISMIC AISC Code Checks ---------------------· 0-. ------· ------~-----------------.-----------------Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear ---------------------------------------------.-----.---------------------1 1-3 0.1498 0.1255 0.1316 0 .13·77 0.1437 0.1498 0.0007 2 3-6 0.0576 0.0562 0.0363 0.0207 0.0391 0.0576 0.0020 3 2-5 0.3285 0. 308·6 0.3136 0.3186 0.3235 0.3285 0.0009 4 5-8 0.0567 0. 05-67 0.0328 0.0101 Q.0326 0.0550 0.0024 5 1-4 0.3332 0.3093 0.3270-0.3332 0.3278 0.3109 0.0020 6 2-4 0.6679 0.6348 0. 6.600 0.6679 . d. 6585 0.6318 0.0020 7 3-7 0.2136 0.1873 0.2068 0 .2.136 0. 2·077 .0 .1892 0.0020 8 5-7 0.5900 0.5581 Q.5826 0.5900 0.5805 0.5541 0.0020 9 3-4 0.2896 0.2583 0.2767 0.2721 0.2447 0.2896 0.0414 10 4-5 0.1877 0 .1877' 0.1467 0 .1516· 0.1469 0.1609 0.0352 11 6-7 0.3064 O. 3-040 0.3063 0.3064 0.3043 0.3001 0.0039 12 7-8 0.0106 0.0041 0.0052 0. 00.35 0.0031 0.0106 0.0050 .-.. ----- I . I I , . . , ., -::1 ,. ., ·::I •' ,. ', ~ii =-:1 ,) ,, ,• -~:I .. ;:I ·, ' ~:1 ~I ·:1 ;I :I ---; I ., ii :I '.I. I :1 :1 ·1 RlSA-2D {R) Version 3. 03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED -------------------. ___ .. ------- ------------. ----. -------------------- Load Combination is 7 : U = .9D + 1.43E Nodal Displacements -----------------------·-----------------~------------.---.---.-----.----------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)--------.-------{rad) -------- 1 2 3 4 5 6 7 8 Load Combination is 7 Reactions 0.00000 0.00000 0.17779 0.13826 0.15917 0.36011 0. 328:42 0. 32745 U = .9D + 1 .. 43:E 0.00000 -0.00000 0.03045 -0.00381 -0.04276 0. 02.813 -0.00759 -0 .. 04366 -0.00146 -0.00138 -0.00049 -0.00017 -0.00031 -0.00028 -0.00022 -0.00028 - - - - - - - - - - - -• --- - - - - - - - - - -• - - - - - - - - - - -• - - -• - - - --·-- -• - ----- - -• - - - - -+ - -• - - - - - - - Node Global X Global Y Moment ---------------------(K}-----------------(K)--------------(K-ft)--------- 1 -89.47202 -152.20126 0.00000 2 -94.85498 182.70821 0.00000 Totals -184. 32700 3-0. 50694 o·. 00000 Load Combination is 7 : U = .9D ·+ 1.43E Member End Forces -----------------------------------------------· --~------------------ Nodes ====.===I-End=========· ====== === J End========== No I J Axial Shear Moment Axial Shear · Moment ---------------(K)--------(K)------(K-ft)~------(K)--------(K)-=----(K-ft)-- 1 1-3 -58.66 0.12 0.00 59.07 -0.12 1.52 2 3-6 4.13 0.34 2.40 -3.65 -0.~4 2.68 3 2-5 82.$7 0.13 -0.00 -82.46 -0.13 1.67 4 5-8 1.75 0.35 2.59 -.-1.27 -0.35 2.63 5 1-4 -129.36 0.2-0 0.-00 129.78 0.20 0.00 6 2-4 137.62 -0.20 0.00 -137.21 -0.20 0.00 7 3 -7.------8.2 •. 9 9 0 . 20 0 . O O 8 3 . 4 8 0 . 2 0 0 . 0 0 s 5-7 101.25 -0.20 . a.ob -100.16 ~0~20 o.oo 9 3-4 120.36 1.20 -3.92 -120.36 2.91 -6.67 10 4-5 -63.72 2.24 6.67 63.72 1.85 -4.26 11 6-7 116.24 0.02 -2.~8 -116.22 0.67 -1.34 12 7-8 0.34 0.24 1.34 ~0.36 0.45 -2.63 ,• ii ,• ' ::I ii ::I ;;I ' !I t :I ;I ; ' ' 11 ' :I ., :-1-· .: I :I 1·· :I ' ii I I RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960240: LEGOLAND WAREHOUSE BRACED FRAME@ GRID LINED Job ____ ........... -.-...-- Page ~.l-f Z@ rFJ Date --:1 =========· ====. -=-====== --==_··==== -==== -==. =--==-====-=--=======-== -== --~--=--======= Load Combination is 7 : u "" .9D + 1.43E AISC Code Checks --------------:_ ---------·----,, ____________ . -------------------------------------- Nodes Member Quarter P¢ints No I J Maximum 0 1/4 1/2 3/4 L Shear ----------------------------------_. -------~-----,------------------------------- 1 1-3 0.2414 0.2044 0.2136 0.2229· Q.2321 0.24:1,~ 0.0011 2 3-6 0.0828 0.0786 0.0481 0.0244 0.0536 0. 0'828 0.0031 3 2-5 0.4362 0.4062 0.4137 0.4212 0.4287 0.4362 0.0012 4 5-8 0.0702 ·O. 0702 0.0389 0.0087 0.03~7 0.0687 0,0032 5 1-4 0.4122 0.4507 0 .4666' 0.4722 0.4673 0 .45.21 0.0018 6 2-4 0.9710 0.8921 0.9519 0.9710 0.9500 0.8894 0.0018 7 3-7 0.3128 0 .28'91 0. 30.66 0.3128 0 . .3075 0.2908 0.0018 8 5-7 0.8047 0. 75.27 0.7923 0. S:047 0. 7902 · 0.74-91 0.0018 9 3-4 0.4005 0.3826 O. 3964 · 0.3895 0.3620 0.4005 0.0392 10 4-5 0.2.324 0 .23'24 ~.1$)76 0. i9·48 0.1898 0.2168 0.0303 11 6-. 7 0.4309 0.4~09 0.4305 O .4'2·90 O .4265 0.4282 0.0056 12 7-8 0.0139 0.0077 0.0054 0-.0057 0.0085 O.Oi39 0.0037 --~--- :_:;1 ;I -:1 ;I :1 \I )I :1 :I :1 :1 :1 :1 ;I :1· :1 :1 :I I :1 RI~A-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 PROJECT# 960:24.0: LEGOpANI:> WAREHOUSE BRACED FRAME-@ GRID LINED ===============.==-=======================·======== ·= ~=-===========.=·====-= ENVELOPE SOµUTION Nodal Displacements - - - - - - - - - - - - - -• - • - - - - -= - - - - - - - -~ - - -• - - --·,. . - - - -' - -, ___ - -" - - - - • -- - - - - - ' - - - - - - - - - Node Global X Global Y. Rotation -------------------tin)------tc~~-------~(in}------Lc-~--------(rad)-----LC- 1 max 0.00000 l 0.00000 1 -0.00009 5 min -0.00000 5 .:.0.00000 5 -0.00234 1 2 max 0.00000 5 -0.00000 6 -0.00099 6 min 0.00000 6' ..:0.00000 2 -:-0. 00222 2 3 max 0.28106 1 Q.05179 1 -0.00038 6 min 0.12298 5 0.01464 5 -0.00218 5 4 max 0.21755 1 -0.00366 3 -0.00012 5 min 0·.0.9665 5 -0 .19855. 5 -0· .,00027 1 5 max 0.2:4947 2 ~0.03245 6 0-. 00162 5 min O.i1217 6 -0.06555 2 -0.00054 1 6 max 0.56677 .1 0.04879 1 -0.00024 5 min 0-. 25172 6 0.01220 5 -0.00039 2 7 max 0. 5-1675 1 -0.00058 1 -0.00015 5 min 0.22963 5 -,,Q. 01913 5· -0.00034 1 8 max 0.51509 2 --0. 03350 6 -0.00015 6 min 0.22896 5 -0. 06'6-50 2 -0.00051 1 ENVELOPE .SOLUTION Reactions ' . . -' ' --------------------------------------. ---------------------------------- Node Global X Global Y Moment --------------~-----(K)------Lc-~~-~------{i)--~---LC----------(K-ft)----tc- 1 max 74. 72066 5 50 .. 54393 5 O . .00000 1 min -142.47372 1 -249.06969 l 0.00000 1 2 max -67.44261 6 285.8386.S 2 O.OOOOCi 1 min -203.62067'-5 134.05084 6 0.00000 1 -ENVELOPE SOLUTION .. Member Section Results· --------------' .----'e-.--------.. ------r--------:~-------· ------~-------Nodes------Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC{K,Kft,in)LC{K,Kft,in)LC{i,Kft,in)LC{K,Kft,in)LC-- 1 1-3 A -28.04 5 -28.J,.7 5 -28.31 5 -28.45 5 -28.59 5 -99.93 1 -100.03 1 -100.13 1 -100.23 1 -10-0.33 1 V 0.19 1 0.19 1 0.19 1 0.19 1 0.19 1 -0.2.5 5 -0.25 5 -0.25 5 -0.25 . 5 -0.25 5 M 0.00 7 0.82 5. 1.63 5 2.45 5 3.27 5 0.00 4 -0.63 1 ~1.26 1 -1.89 i -2.53 1 D 0.000 1 -0.905 5 ~0~021 5 -0.-057 5 -0.123 5 0 . 0 0 0 1 - 0 . 0 90 1 ~ 0 .. 172 1 · -Q • 2 ~ 8 1 - 0 . 2 81 . 1 I RISA-2D (R) version 3' .03- George R. Sau:r;iders Associates Job XM'Z-0 I 3131 Camino Del Rio N, Suite 690 Page San Diego, CA 92108-5707 Date :2-'11 I PROJECT# 960240: LEGOLAND WAREijOUSE BRACED FRAME @ GRID LINE n ============= ==================== =-= ===== ===-=====--===--====---===--== I ---------------------------------------------·----------------------------- Nodes Member Quarter Points No I J I-End· 1/4 1/2 3/4 J-End I --------------(K,Kft,iri)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 2 3-6 A 5.60 2 5. 4-7 2 5,34 2 5.20 2 5.07 2 3.70 6 3 .57 6 3.43 6 .3. 30 6 3.17 6 ~I V 0.56 1 0.56 1 0.56 1 0.56 1 0.56 1 -0.27 5 -0.27 5 -0.27 5 -0.27 5 e-0.27 5 M 3.~8 1 1.87 1 -0.09 6 -0.31 5 0.69 5 ii -3.32 5 ---2. 32 5 -1.32 5 -2.35 1 --4.46 1 D O.OOd 1 -0.02'7 6 -0.067 6 -0.105 6 -0.128 6 0.000 1 .,.o. 073 5 -0.154 2 -0.239 2 -0.285 2 3 2-5 A 126.95 2 126.84 2 126.72 2 126.61 2 126.49 2 ii 62.96 6 62,84 6 62.73 6 62.61 6 62.50 6 V 0.42 5 0.42 5 0.42 5 0.42 5 0.42 5 0.10 6 0.10 6 0.10 6 o·.10 6 b.10 6 !I M 0.00 2 -Q.31 6 -0.63 6 -0 ._94 6 -1.26 6 -0.00 1 -1.,37 5 -2.75 5 -4.12 5 -5.49 5 D 0 .0.00 1 -c0,.-038 6 -0.072 6 -0.098 6 -0.112 6 0.000 1 -0. 085-2 -0.161 2 -0.219 2 -0.249 2 .:I 4 5-8 A 2.75 5 2.59 5· 2 .. 43 5 2.27 5 2.11 5 1.50 1 1.39 1 1 .28 1 1.17 1 1.05 1 V 0.75 5 0.75 5 o.15 5 0.75 5 0.75 5 ', 0 . .26 0.26 6 0.26 6 0.26 6 0.26 6 :;1-(5 M 6.81 5 4.01 5 1.20 5 -1. 01 6 -1.99 6 1.95 6 0.96 6 -0.02 6 -2.05 2 -4.41 5 ii D 0.000 1 O.Q24_ 5 -0.018 5 -0.080 5 -0.115 5 0.000 1 .,.o. 05l 1 -0.133 1 ... o .216 1 -0.265 1 5 1-4 A 108.26 5 108.12 5 107.98 5 107.85 5 +0'7.71 5 -206.12 1 -20-6.22 1 -206.31 1 -206.41 1 -206. 5.1 1 '.I V 0.26 5 0.13 5 0.00 5 -0.09 1 .. -0.19 1 0.19 1 Q.09 i -0.00 7 -0.13 5 -0.26 5 M 0.00 1 -0.63 1 -0.84 1 -0.63 1 0.00 7 ' 0.00 1 -0.88 5 -1.18 5 -0.88 5 -0.00 5 :1 D 0.000 1 -0.043 6 -0.069 6 -0.074 6 -0.061 6 0.000 1 -0.080 5 ·-0.139 5 -0.173 5 -0.186 5 6 2-4 ·A 295.05 5 294.91 5 294.77 5 294.64 5 294.50 5 ,1· ~-~--97.93 6 97.81 6 97.70 6 97.58 6 97.47 6 V -0.19 1 -0 .. 09 1 0.00 5 0.13 5 0.26 5 -0.26 5 ~0.13 5 -0.00 7 0.09 1 0.19 1 :1 M 0.00 1 0.88 5 1.18 5 0.88 5 0.00 7 0.00 1 0.63 1 0.83 1 0.63 1 -0.00 5 D 0.000 1 0.047 5 0.073 5 0.074 5 0.054 5 I 0.000 1 -0.015 1 -0.043 1 -0.091 1 -0.152 1 :I I ::.I ,, RISA,..2D (R) Version 3.03 J George R. Saunders Associate~ Job '.·1 3131 Camino Del Rio N, Suite 690 Page ~s? ,"i San Diego, CA 92108-5707 Date ii PROJECT# 960240 ,: LEGOLAND WAREHOUSE BRACED FRAME @ GRID LINE D •' •: ============== ·= ================= ======== -·======================= ======= ii -------------------. ----------------. -------. -------------. ------. ----------- Nodes Member Quarter Points •, ' No I J I-End· 1/4 1/2 3/4 J-End ::I --------------(K,Kft,in)LC(.K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC--_ 7 3-7 A -51.81 _5 -51 ~ 9·8 5 -,52 .14 5 ~52.30 5 ,-52. 46 5 : -131,10 1 -137.22 1 -137.33 1 -137.45 1 -137.56 1 :'.I V 0.26 5 0.13 5 0,00 5 -0.09 1 -0.19 1 0,.19 1 0.09 1 -o.oo 7 ,-0.13 5 -0.26 5 M 0.00 1 -0.69 1 -0.9.2 1 -0.69 1 0.00 7 : 0.00 1 -0.97 5 -1.29 5 -0.97 5 -0.00 5 ~I D 0. 0,00 1 -0.078 6, ,-0.134 6 -.0.161 6 -0 .. 166 6 0.000 1 -0.129 2 -0.237 2 -0.315 2 -0. 3-71 2 ' 8 5-7 A 154.47 2 154.34 2 :1.54.20 2 154.07 2 153.93 2 ;1 75-. 07 6 74. 94, -6 74. 8.0 6 74.67 6 74.53 6 V -0.19 1 -0.09 1 0.00 5 0.13 5 0.26 5 ~ -0.26 5 -0.13 5 -0.00 7-o·. 09 1 0.19 1 ' M 0.00 1 0.91 5 1.29 5 0.97 5 0.00 7 ii 0.00 1 0.69 1 0.92 1 0.69 1 -0.00 5 D 0. o.oo 1 0,.001 5, -0.023 5 -0 .·083 5 -0.l68 5 0.000 1 ..;.o .066 1 -0.150 1 -0.259 1 -0.386 1 ii 9 3-4 A 193.41 1 193.41 1 193.41 1 193.41 1 193.41 1 80 .. 18 5 80.18 5 80.18 5 80.18 5 80.18 5 V 7.11 5 4.78 5 2.44 5 0.11 5 -2.23 5 ;I 0,89 1 ~0.08 1 -1.65 2 -4.14 2 -6.64 2 M 6.59 5 -5.34 6 -4.64 6 --0.42 6 14.86 2 -6.51 1 -12.04 2 -22,98 5. -26.93 5 -23.65 5 . _ ... D 0.000 1 -0.012 6 -0.019 6 -0.021 6 -0.023 6 '.I 0.000 i -0.081 5 -0.150 5 -0.195 5 .,.o .213 s 10 4-5 A -4 7. 20 6 -47.20 6 '-47.20 6 -47.20 6 -47.20 6 .. -97.29 2 -97.29 2 -97.29 2 -97.29 2 -97.29 2 )I V 5.74 .4 3 ._25 4 0.76 4 -0.80 6 -1.78 3 1.76 5 -0.57 5 -2.91 5 -5.24 5 -7.57 5 M 14.86 2 1.91 1 0.40 1 1.88 1 12.31 5 :1 -23.65 5 -25.48 5 -2:0 ~ 1,0 s -'-7 .50 5 3.20 6 D 0.000 1 0 .. 009 5 0.044 5 0.099 5 0 .. 161 5 0.000 1 -0.015 2 -0.032 2 -0.04-5 2 -0.060 1 11 6-7 'A l8·2, 91 2 182.91 2 182.90 2 182.90 2 182. 8'9 2 ii --·-----81.31 6 81.31 6 81.30 6 81.30 6 81.29 6 V 0.72 5 0.48 5 0.25 5 0.02 5 -0.21 5 -0.40 1 -0.56 1, -0.73 1 --0. 89 1 -1.05 1 -~ I M 0.69 5 -1.17 5 -0.98 1 1.53 1· 4.54 1 -4.46 1 --3.08 2 -2.38 6 -2.73 5 -2.44 5 ' D 0.000 1 -0.009 6 -0.0J.6 6 -0.023 6 -0.029 6 ' 0.000 i --o. 014 2 ii -0. 0_26 2 -0.038 2 -0.050 2 .I I ::I :~1 :;I :I ii ;I :·I -~ I ~I :I I JI :1 :1 ·-1 :1 ~I I ·I RISA-2P (R) Versibn 3.03 George R. Saunders Associates Job_~--- Page ~M '?0 Date · 1:q"f . 3131 Camino Del Rio N, Suite· 690 San Diego, CA 9,2108---5707 PROJECT# 960240: LEGOLAND / WAREHOUSE BRACED FRAME~ GRID LINE P =======================-=================·· -==============-==-====-========= ----------------,--------~. -----------·---~-------·----.. ---------------------· ------- Nodes Member Quarter Points No I J I-End · 1/4 · 1/2 3/4 . J-End --------,-----(t,Kft,in)LC(K,Kft,in)LCCK,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 12 7-B A 0.75 5 0.76 5 o.76 5 0.77 5 0.77 5 0.26 6 b.26 6 0.27 6 .0.27 6 0.28 6 t/. 0.38. 1 0.21 1 0.05 1 -0.11 1 -0.28 1 ~0.09 5 --0.32 5 -0.55 5 -0.78 5 -1.02 5 M 4.54 1 3.62 1 3.21 1 3.30 1 4.41 5 -2.44 5 ~1.~o s -0.52 6 o.44 6 1.99 6 D 0.000 1 -0.005 5 -0.010 5 ~0.014 5 -O.Oi9 5 0.000 1 -0.014 1 -0.029 1 -O.Q46 1 -0.064 1 ENVELOPE SOLUTION AISC Code Checks • > -• ------------------------------------------------, ----------------------_,_ --------- Nodes No I J Max le 0 Member Quarter Points le i/4 le 1/2 le 3/4 le L le Shear le ------------------v ·-------------------------------------------· ------ 1 1-3 0. 409_ 1 0.35 1 0.36 1 0.38 1 0.39 1 0.41 1 0.00 5 2 3-6 0.131 1 0.12 1 0.08 5 0. 0-5 5 o .. 08 1 0.13 1 0 .101 1 3 2-5 0.689 2 0.62 2 0.64 2 o·. 66 2 ·O. 67 2 0.69 2 0.00 5 4 5-8 0.175 5 0.17 5 0.11 5 0.04 5 0.06 2 0.11 5 0.01 5 5 1-4 0.750 5 0.72 1 0.74 5 0.75 5 0.14 5 o.72 1 0.00 5 6 2-4 · 9'0. 000 1 90.00 i 9·0 .00 1 90.00 1 90.00 1 90.00 1 0.00 5 7 3-7 0.500 1 0.48 1 0.49 1 0.50 1 0.49 1 0 .4.8 1 0.00 5 8 5-7 90.000 1 90.00 1 90.00 ·i 90 .oo 1 90.00 1 90.00 1 0.00 5 9 3-4 0.667 2 0.62 1 0.65 2 o.~4 ·2 0.58 2 · ·o .67 2 0.10 5 10. 4-5 0.385 2 0.39 2 0 .. 31 5 0.32 2 0.30 2 0.34 2 0.10 5 11 6-7 0.678 1 ·(). 68 1 0-. 68 2 0.67 2. 0.67 1 0.68 1 0.01 1 12 7-8 0.024 5 0.02 1 o .. 02 1 0.02 1· 0.02 1 0. 02· 5 (). 01 5 .-.. ---- ::-.1 ·;1 •. :.: .·.· '. .. I -· .. . ·:- .. ::-.-1 \I ,:'. .... I •: •. -· ::,· :·.-·.:I {I .·, :~I .·.· :-:~ .. ::=·1 ... 1'.• _;; .. :·=1 ·' ,·: :, ·:·:1-·· ·--·, ,:: -. ··1 !,:' .. . •, ::: .. ··1 ,'Jn•·1 tr ,,.,,~~~ JOB l£"fstJLA,./o cAftl[BAo MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. --Xtt~~F -'---'-'-x ~_,_,_-:,...;::,..;.,_~---'- CALCUlATED BY--~----------'-· DATE --J' Ut-' I:; I q ~ Phone (619) 497-2118 Fax (619) 497-0429 CHECKED BY-----'---=--------DATE _____ _ SCALE----'-'------------------ I ;• I .• fi ,; I II 1 ~ ,l I !, 1: / Ir I :• ) •I ~, (I I 1J l .! f •l. ~ I, I ,, I .-• 'I •1 ,, lJ / II I .l •I '• 1, ( II I :• : •I '-' jJ / II I ;• J ~-o'~l~)U0 i)(z/P* rt~~~)~. L{,9-5~ ~ V' l'-lf, Cf, X /.;§' ~ (;;,,"7:j~ CA·BL6 F-o~e '½'' I I (}S£ -=llg''~ {le Roo g _ (vrl/J euc.l(.c..i$ ~Af' Vol(O (,G-f< R<tSc. ~ +.,2i,,(: > e:,,7 ° v • use ;v ~ <zy,z__ c.L-€1/1.r ---.--,-----Al c·: sAv£ t.,oM) fE;'Y2-Auz. P '1-1 ~ i,( "> Q, ;? "'-/ H= l/.,04.,._ x JC::,'' G ll 11 Cf.t'":J . s~ 'S Iv" x r,,: . .7· .:::: L{, '7 IN J ~ (; b t/ /~ ~ •• ~ l{,? :: /L/1 l/ /Ln ll.. , 1 f k J b i::. ?.,'}(.lft ~ -'-l: C!__Lf ~ - I I :'-1,%~ ., • I -tb.=:: ft ~ \,Jf><v.. · \J"¼.-0Y t,,:uf (ih.,,~ t~~~~-~------4 re . wAu..,, c~"ls•) ~::: q,qi;tf-J ~,:;: 1/,0'/"' ;;_ • 1j II ~/v'1 t3C1> -R ~ '"'-= '-I, oti." ><-tft.J -! 'ff" B-1 v~ S:= Cft 11 k \?Ii)"--: G ;-:O,G?..tt->1 ~ -fb:::: g,1'11" ~ O.fo1..1,-J 3 ~ 13,/it..17 <~ 'l.1 l(f1 ./ ..... , •• ," ...... 1 .... -••• -;: ,, • "' . . ~H~ ~ 5/s 11x n,'1 DlA wJ · LJ-'3/Lj 11)!5 ,x 'i11 fJ£lSOtJ S-1'ob5 : .... , .. '.·:·: ,' ~ ?1 .. , .... ·-:·1 _, :-.~ . .. . :'.-_-:,·1 '7.-?: ·-:.: ._.., :·., ., ,; :·, ;::I .. :;··I . ·:: .. , _:_I .. :j .':; hi "' ·,_;-;1 " ;. ·:l ,' .... I ·.· .. ·.·: ·., :_:·:1 .. .. ··=· :/,\ . -::· 'i::1 :; .• ·'1 •. .·· ·.J (j) MARTIN 8'· DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA92108 Phone (619) 497-2118 Fax (619) 497-0429 1 11 I ' I •l ', • I,' )j'o:cw:ou:,r:t:JtTi:JTI·a:p:rri. .. ,;--; ,ni.:t,,., t11:i~V ... : ., 1: ii - \\ ~ - ' •f JOB L.€l$'DLA~o · /xt;,Mw, (5-1,\-(¼)£.tJffi Jl1L'"D : q, -'2o/.D SHEET NO. --o------=· x-'-'--r;,_1,_ OF x &12- 0u,,,. "" -IQ) CALCULATED BY P,wu DATE l'lA7'. q · -t · .,..,,_,, ~ ~y e II\ 1-••"' JU t,'f 'q I . SCALE @Mr . A,U(p ~ :klJA1.,,Y?l'7 ·" f ,\,.II}~ c A-fll (sve -DlM11t-M1.1'"' -~ '( f .• I ' I ' I I ' , t l' I .$ V \... Jl t::> a( ::s < c:,,.. -.) . ~ ~,t!) ~ + I .... i ~I +- vllfb ~ >1'18. x,411.-. ~ 'I.,;:}, . -z ··z_:; ,z.,1'- ~; ~1 -~'--------+--~ D I I I I ----I ~ .---,t,.. plfl{\!;r.irl" . ,<.. -~ . G,7.11-: 1,(1· I 121~ 4,/, 1' t.l 1 12. ' I" 11 • I q ·' '( Sft.: 'I.) v,/J.(' 1:1 t/t1 1::.·.l,},(!1 b •, ,, (-,-('I'~ /'z. 11• I( 1 ZJf1 ~ 3' .:= 6~ r--« · /' --. 1. 1..'x: 1.,. ,(., ' I *'• • "' ~, J>i:tJ;,tJt.::,.,.; .",.1·11•~ ,. l,•l:,rM:·~.,11,1 l,,111oll1f'ht~li l1J!<"11lfl lt'~'.'",t,JN.) SEE SOILS · REPORT SCANNED ' SEPE RAT-L.EV . . . ~ . . . . . . . . . ~ . . ~ . . .. .. POOR··· . . :• . . . . . . . . . . ;. . ':. . . . . ~-. ' -.. . .. · '. ' .... . , ,;r.· . ' .-~,:, ··-.. =-· . UA .. LITV Q .. ·-. '.• .. .,.. .... •,·:.,, .. , ...... ·'· .. :"> ~ ',·~.r-. . .-' ' ,.:' .~, - • . . -.. . . ·- ... l. -• • . . . . . • l,t '· • . . · o··· ._·R ... :~.,:·-,·fs.-;G· :::~~ 1·· • ·N·--· · ... A··:: .L. ••-·.(···s.> ). • • • "'::·· ' • • .... .:•< • • . . . . ' .. . .. . . . .. .. . ·. . ' . . . . . . . . . :_ ' ,: AUG-06·9Z 09:08 FROM-HOK LA 310~453-4523 T-985 P.02/18 F-223 ~• . •.. i·-··-~O L.,A'tJ=D C.,~,e, A--0 ~'-1-2.4·':fi .. -.i· \ I . ·~Jl'wnlli • ~-. . . . ~Oc£f:.fJ 0~ '$ A-S'5cc.t k"'Tii-S [? 1aJ6~r--0/42-~~ .. (3ta)G4&"-c::, 142. ,. -· ~HA-tJ NG u Y e.l\J liltf~,a A~ U,i: .. · D iirGH rusa aas102NniJ.. , D HOTEµMOT2L auesr ROOM D .ADPmow D -~rarv.11(»,I D ,UNcoN01iJ0Nj;;P ,m. ,ffl4 .. 1t) - MITJIOD OF INVILOPI COMPl.TrrB DU>O. COM'll,,IANCI: 'I \II \II \I HI c 01\ll'I I\'-( I ;, .,r;.: . • .t • • . ·rr. ; . . p 8 p p d 6 of tho C&Ufomia. Codo of atgulaiion1. This certificate 1ppliea only ta building UghtinS roquin:ments. o doeumcnwicn prepartr h1rtb)' i:ertiftea that ihe di,cumenw:ion ta accurate and oomplo" .,·. e Prinoipal Ljshtina Dcsianer hc~by oonifles mii ihe prop011d bllildins design roprJHntlQ in this act of eonatl'I.ICtion cumc:its is consistent wiih the other i:c:impJimee forms 11nd work,neets, with the specifications, and with in}' omer .• •dations IUbmiu.cd with lhfs pmni: appU~tign. The prcpQl:d buUd:ng AH boo~ deaiancd to m=et the envslope · .. Artmcnn gontaim:d in tho 1ppl!g,blo part..s of Sectigms 11 o, l l 9J I 30 tnrou&fl \ 3~, 146 •. and l 49 of Title 24f Part 6. Gri horoby affirm that 1 am cHsibli;, under the provisions of:OMaion 3 of the .SuaiJ1e.tl A~d Ji'rofe,,ions Cade ic sisn th:s documont u tho person tesponaiblc for its prop.ration; anchhat I am I Civil Enain1er, S!ec:mul £nsineer or Architc:ct. . . C] l affirm that I am elisib1e under the ~emption to Pivision 3 ofdl4:c8uaimtsi 111d P~fossions Cede l:ly S~tion SS37.2 of the Business and Professions Codo to 1ign this :lacumon: u thtaporson responsible for it11 preparation; and that I am a li=oniOd ooniractcr prepating do;\U!?.enti fo~ work that I hive conn-aoced to-perform. · Cl I afflnn that I &m eiiail:lle under the e~pticn to Djvision 3 o_f the B"ain=ss-and PtofC1Ai0na Cad~ by SectJon - t 0fthe . Code t-l sian t.his do;um~ru me pc110n n:1p0natblo for its prepar1:ion; and fonbc following rwon(,): ---------------~------- •. . n1 en tfil 1.&11·0 IQ _ =v ncy u camp IDGI 1, p ~•11u·i: ; ' tilhld by the Califom(a lacq)' Corrunilaion. . -~ .. J•l: Keq11ircci on pl,na fonU.111bmiuall. Part2m1)' bo incQrporaiacl in RhtMWla& on plans., L 1'a-2: Roquifcd fi2r 111 •@mimll. _ · LTG•3: Opcianal. UM~ if Uahiioa ~l crodiis m liken:. l.T0-4; Qsmrnl. TJt, only if Tlilcnd Mttho; i1 uatd. Pw 2 and l ua,d QPiylf applicable,. Nanraldential Cc,mi,liance Fonn Jln\llU'Y J q1-(({£0 / AUG-06-97 09:09 FROM-HOK LA 310-453-4523 T-985 P. 03/18 F-223 ~-----------,.._ ________ _ , ,n I \ '·. I \ I I I I I I I 1 • I r1 I \. ( . ', ( 11 t I • I I I l.Mln ,, • & l.UMJMIU NAME 11'P.I!. NQ,Q1 rrn m.,~;c·.w. (.c.11.. 17JIIW"~-1'11-.2..11111.) l I I'. I .H . I.AMPS WA. 'M'S/I.AMP -~ I is• I O• NO.11..UMINAIU li'l8U>. A D~D ;, q£r -Df:lJO c-s .,., ,A2-·o CT1 D 2--5o D-1:10 ~sz.. AS> DG:10 z :;,.$ Dl2lD ~5 E:2. orz10-I 3:Z-:DC21D .q-- ·e~ D 5::1 o· I ~S' .o;o . ,--·b .,, ·1-O~D 2-,-s Jo ..),_ 0 D & :_QCZJD· 2 (6 ·raoo ll B4-raoo I s:-o C2l'DD \·3 BS tlCl~ I ~~ raoo -_,,1 __ ~ ,,.., ,,._ wo&· 1 / [s;300 2.. ~~ it:?·0 .. • Provicte Supporiina: .ooc:umc:niaiion \ I \ ., 1' \ I I >I, \ \I 10\J\IH C t) '·. J l:( )j '-. .. ~ •"""6a 1 - -"'....-~ ~11.01. TTI'II Wal. ' . ., t'Roam#) ?r>BPmFICA TlON (A11l0 Tllnl &wi1i:il,£a1CriC1t, ct.;.} ~PACii-CONTJtOI..LE!> FtBLD ~-ctr--£. 13 L.-06-;, T1Mre.... ~4l"-. Au Tb, l-t&. C,.oi.J""fZ-<;,L,-Crt.;J{C-f. E:-m I r...-f..-l? L.D ~ , . '°' .. . . < < t\. I I,< •I '. I i •I, 4 In IHI , .... ' -····-TTn Lt .......... , . .'~Wl"I J y~ l"UUI IV ---·1-~ CRoom#orDw,.#l lmN'nJ((:4,iQN (O~pMli DltllPI. DUMSIIII, •> l'TI'~-"'-"''-UMIN. F.liW> tt,J \I r1k,. 0 u)&, I -l'-e,t"U)~ ,.fv1 ,._,.. ·. _ -ktTci.!-1~, CaiJfp;o;_..· ~wt~ A-)2)~3,BZ .. . ei::, 1 4:., G?J . ~19S, ,ei6,, . .. .. B7,B<S 5":Z.3 . .. \ C ) I I •, ICHl!ih I .. , 1:1,1l,li11;· H, t' 11111,111t I 1·., t tuh i-{>:.-·\; s(:~>:·.\ ;,r,, .. :'. ......... . ; ..... 1 '.· ,,,. ',. i:Lt~J;t:?·<< .: · · · . •' .. Nanmldendal Comsilian~• l"orm J1nuaey l 996 .,,. AUG-06-97 09:09 i FROM-HOK LA 310·453-452-3 T-985 P.04/18 F·ZZ3 -VF -~llll!U.,. J ,°"11$ 1-24-:'{.]J - I\'-, I \ I I I I> I IL JI I J 'q. ',t 111 Id I I 1.-AM,S .... . 'HJ --LUNJN.UQ NAME TTJf~ NIJ,\11" -__ rrri:i Nv.u~.;v. ,.-. DJ»tl, r,,111oo2. 4~) 1 I I' I H UMPS _w ATTS/1.1\MP 5 l f 41 I O• NO./L.UMrNAIJIS mn.D B7_ ·0013a-I -:rr-e,e, !SOD \, Z.~ DOD - :ODD- DOD .ooo: ODD ODO DOD --DOD -- \J\,\.h\14H,\ \.( Hl\l \'(&< ( t) ', I H< U .-... """" •f'"'-.,QCA'UVN wwr, ~l'Vl,,. CONT~I.TYPS . (Room#) lPINTIFlCA TlON \11111.1 T,rne Sw11cil.~lc:ri0t, c:u:.) ~:-·-:.h_;.. F',U)~, llMfi.. CL-i,!'.:-i::,.. k 1i(1:; 1 LZ(6, , -~t J ~: : . .o :...Lz.C.. .. . .. ,, -- ( (>:\I H< )J "-J ~ ti{ ( la l>I I _.,,_,. -~--.. ..... " ......... rTn- (Room ,; or Dwa. #) lPENTU=lCA TION (Oc;.ipanl, .0.,,ll&AC:. Clnunlna. !ltG:)- ~l(L,f.. ?~ ' --u,r-Sfrzol-i;UL--, l[M~ Cl,.o~-h.f(,o l,'(~ I . -~ --- -. -- ·,o 11 :-. 1()1 u l h f "I Ho1!.fi11;: Uq,.1111111 111 ( 1·.1 < toh ' ,. . . '. .. ,. . .... ';·. , , i: )i.,.~}i/, \.,;:;' ; )> '., .. . .... ··., .• t,'' --@DO .;;,--,::, ? 0'00· '10 DOD ;ooo DOD ·DOD DOD ODD ·ODD --:ooo •Proviae Supponing Ooc:1Jm=11mii,:m /Wi. ~ !:iPACE CON'Tl\Ol..1..£0 Fl!I..O ... \,..,r • .:C,,1.,) • : ,!"'"'--' -1' l.,£;~·:· I i.UMl~A1mc ... ~TK01-L,BD .-.Uf~ llJ TTI'~ *Ul'-UMIN. rJiU> -- Januacy 1996 AUG-06-97 09: 10 FROM-HOK LA · 310-453-452·3 T-985 P. 05/18 · F-223 ·11a111ranna1mrznsr,,a t•rrrs,rnz \< 11 \I I h,111 J'\t. I'd\\ I H r , ......... ,111. -· -···-·-··-.. 'loll' .~~ LUMINAPIIS 87 rf-?$ 3 BB \ rJeA-iJ O, 10 . .. .. '. ( lfnoi 1111~1 ,~CIC~;,~~~~ """11;~~cn,) ·. " ' I \l 1.0\\ l I} I ICII l li\C 1~0\\ l ·u tC I.ow., Out. ;\.lc-tlao,I) DINGMB~OD f :: ~~:i~t ~~:· i, AR.EA·CATEGORY· MU:,,\ CATIQOKY (From TIOI~ 1-N) Nonrasid•ntial Complt1mcc Form . ., WA'H'it r~ilo ..... ~ .11N'A"1~T T0T4L (Ineluaiu Blllut) I Y I IN• I .. WAffl t~ ~D 2,')-.S:- 2~ ·o 2->"0 DO .. DD DD ·oo . OD DO DD SUBTQTi\l.FR.OM ntis PAOt I 41 :!:" J PLUS StJaTOTAJ. PJ.OM CONTfNUATION P.4Ci5 I ·i q 1.q ?J i.m·coNTROf. ca.e0,rwAm I . CJlrom t. TGm . . 1~~] M:!JlJST!D ACTUAl. WAffl 1-g,-z.1 ~ ~j W4ffl CQ~).ffi PU.SF 'JL.P0,.wA \r~· Z->"~~~ Affl 1'~$1' ·TQ'1'4L .t.lJ,.OWBD WA'ffl <F,_ tTCM. w tiim emri,11&er .Rwi> AW.OWEt> WAm '78~~0 ... : WEI) WAffl January 1996 AUG~06-97 09:10 FROM-HOK LA . ,310-453-4523 T-985 P.06/18 F-223 \ c I l \ I I I\. 11 I I -e. l't ,\ \ I I, ... .. 11· . .1w, :' ;1,1,-WA'fl'l'i'a~.' ·-·-• ·--CiCaarAUI.T WJ'lw,, NAM2 t.~ cwludiu BIili«> I Y I~-l WAffl A ~ LA-MP PA-l'¼l?o L..IC.. TAfJ D~ · x3 q~ . D ·l:2l 5"~5"-Z.. -Pi'Z-? 1 kMP~~ ""?1~41 '2-.~Z-<;"8 -. OS' !4-'1~\b __.\a# ,,.,.,.ii . A~ :Z!..hvlP·. ' ({ 1 -;z.1 :,1., 'TI e,5 S--$ Bi ~3c.'f4- BZ.. I L.A1viP I{ p~if,J)ti~ ,41 _ 4. 3.2.-. f -1.-e, I?;)~ ~II~;~ CcMp.A-c:f D1J. LI, 5"-" ?. S" i~OO ,:.,. 00 L-4 1 '7,0~ 5"W-1P F~-o(Z., 10 S:-8 -o~ ;-so 6t to 1/\P./'iC.,-T ~of<-, GtJ. kt) i v1-e~ 11· t$ --"ob [2]0 "'7 ' B4' Low vot.rk~ lNC-.ihJD. [·~. ~O. • b:::-·O BS-+r. ?, S,' >. ~s-@o. i 7S- ~b I I 1' '? • .. ~o rao : ~io '!'fc r / '2-- _ sUBTOTAl-~M nas ,AO! jz.6 e, z. r } PLUS SUB1'CTA1. Pl0M CON'TlNUATI0N PACiE l -:] LBU CQNTJU>J:. CNlmT WATTS 1 C11ram 1:ro.3 \ I ( 1r'::ll'l111•CIC~l1~~~rm*"""'1lllf01&,--.w«1,) ., AOJUST'1) i\CTIJ~ WA'M'5 I. : ::1 .. . .. ... ·' \I I 0\\ l I> I l<.1111;\t. l'O\\ I H ,c 1i.,., t 011< :\l,·1liod1 i:!oR;.tZTE'BWLDING·MBWBOD · ''" I '. I : ~ ~~: 0~-,~i~iw;r•i~) :: .~][?f~I ~~~ AL.l.OWEtl WATTS : '3~.iio .~ .... uv-~·CATEGOR.Y l\'ui·,·nuu · ,., ,., W4ffl WAffl .&I 1 r,u,an ~-··- la.I AUt\ C4TICIPKY (Fl'OJII Tw&t, .l•N) ,.., CSP) WAffl .. . .. . , . TOTALS ~~ . . . -~ l-~\~:~1<t:);L--;. Lr~=?=~-~}-(~TIIt~:~-;~;.~1;.·.I~:.:~;;-_~~~,~.~ .. _.:;!~;"., =:.~-: .. __ ._. ., ... 1j,~:.;::~ .-.. l- •~ I • .. : ' ,.•.' .· ·. ....... :.,. ·1· ·,.<:, ' ' . ' • I. .. . .. -..... , .... '>:\. • '•• ~ l l I . -:· , . ' I AUG-06-97 09:11 FROM-HOK LA 310-453.-4523 · T-985 P.OT/18 F-223 I I •. It I I :\ ( • ( ( >'.\ I I {{ ) I '-.. ( I< f · I) I I \\ ~ )I { h . .._, 111 '' I I . I ( ~ ; ~ . : .. :: : :.:: .1 I l!J m -~ [!J [!J [!] [!] [!] I 'IWUM DA •• ........ ,-·~ WAnJJwr --'"' ·-CQ01T IIIUl;l/llt, UCJH. ""'' w\R'fn,OL Pf.ANS ~ 1l00M :l""!.,,.I. C01'1TM>L APJf.15TMIHT WATT$ .,... -·-1DNIID . . r>uatrPTlON W.· RA.TIO• VLT 'lJOHTINO .FI.CTOJl (CiXH\ 't.t.lT!1~ ~+~71~~ -30020 ~ /0 • ~OoZ ~zo·s;--~59''".ac> -~ 'e,l..O~ > > .. -. - ·- - - . . ' ~ - ~ . . . ~ -- -~~-l P~OETOTAI--. rPDrwinlklwl. 11111111 WiAdow Wall a.io tor~ l'Plll'I'-) POl'~llpts, * 1M ~tllHo Root ll&lo llr th$""*-BUiUll?ilO TOTAL -µ • §Joo:, r .. Bliwcin LTCN: Alllill llpUIIJ '""'A1"'11Uon Nnnresldonrial Camonance Form Janull')' 1996 AUG-06·97 09: 1 r . FR.OM-HOK LA 310-453-4523 T-985 P.08/18 F-223 ERTIFICATE OF COMPLIANCE -Lighting Pa,c 2 ut 2 L TG~1 NSTALLEO LIGHTING SCHEDULE " LAMPI LUMINAIRI: NAME TYPJ: -NO.OF (eg, Type-1, Tp-2, tlC:) I IF ·I H LAMPS _ WAlT$M-MP '-/ O'!~D "Z C::1,- ·DO·D DOD DOD . . DOD ODD DOD; 0.00 .. DOD- DOC - DOD. MANDATORY AUTOMA tlC CONTROLS CONTROL LOCATfON CONTROi-CONTROL TYPS (Room#} IDl:NllFlCATICN (Al.ltCI Time Switen, ~xtenor, «e) --. , "' - - - CONTROLS FOR CREDIT CONTROi-LOCATION CONmOL CONTROL 1'\'PE {Room , or Owg. f) IDiiNTlflCATION (O~C\/?llllt, Oay1/9nt: P,m,tiing, etc.) - '' NOTES TO FIELD -For Building Oi=p.::111me11t U~e 0,·1ly fJAIJ.ASTS TYPe NQTI:TO S!f;"jO" NO./ LUMINAIRI: ··· FlliLP O~D .. ,•; '.'f. ·, .. · .. ODD -~ r~· }~~ .. -\ ~.::·. ooo· ..... . ,(',". ', . ... ODO .. ·,., .. ,, ODO .. ODD .. ... .. ' DOD ; .. ... woo "' ·ooo ; OOQ. ; .ODD " ~ Prcv1cie Sµppo,:t1n9 Dcc"mentafJon SPACe CONTROi-i-ED = I-Ur.11NAIRES CONTROU.Ell TYPI: , #OFLUMIN, 'NOTeTo FleL.O .. NOTl;TO' FM=LD :· ~-.,. · ... ,;, .. . : ~: . . . ·. > .. ;· :··. •"',, , . . .. ,(, ·-· ... JanuatY 1S95 AUG-06•97 09:12 FRO~HOK L,A 310-453-4523 T-985 P.09/18 F-223 'LIGHTING COMPLIANCE SUMMARY L TG- CTUAL LIGHTING POWER LllMINAIRE NAMI: t-1 .5 fJ 1,.t-1>t.: l -., bESCfUPTIQN M1'f). f t,,/./:/f~·f:5e,.J3/v~ ' - ALLOWED LIGHTING POWER (Choose Ont: Meth<.ld) BUIL.OING CATJiGORY {From Tatile 1-M) .AREA.CATEGORY (from TaPle 1-N) .. NUMlil::R OF LUMINAJRES c., WATTS PER LUMINAlfU: unc111C1in9 a111ait} ~~ .. CECDEFAULT l Y IN" I gJ.0 DD DD DD DD DD DD DO DD DD I I I TOTAL WATTS ,~ SUBTOTAL. FROM THIS PAGi; r ""' ,1J ,,t ' '? 7..,. PLUS suaTOTAI-FROM CQNTINUA110N PAGE - .. -- ' , Ll;SS CONTROL CREDIT WATTS 1 lfftOM l.TG-:3) ADJUSTED ACTUAL WATTS [? 4-tf. WATTS Pl:RSF WATTS P~RSF TOT-ALS CCMPUITE ! AL.LO'M:D 13LOG.AR~ ; WATTS f~ ::> i ? 2-.;; ARt:A (SF} AU.OWED WATTS • ' A~G-06-97 09: 12 · FROM-HOK LA . 310·453-4523 IIJlllfllMlllalTBNIJa1B:11:annzs11nm11ne T-985. P.10/18 F-223 I I t t , .d l>IU IJ I 1·0 ·-.t \J\t \I~\ 1, WUl-for llliwklccc Cilqarics A.,I> (tom below) ____ ...,, ? 7,-~ ·1 WAffl 2. WIRI for lllu=inanca CIMpits S.-I (fi'om Part 2) ------. [ ::u::·:~ ::::1 WATrS 3. Wm for Oitpla)i LJabtin1 (fmm Pn 2 & J) 1~.__1 _;-___ : _1·[ . l WAffl Plilblic Arla Display Sales F11Nre floor D~l~y 4. TowAllcn,.,od Wau, (Una 1+2+3) SllNFc~rc W1UDilplay f \ll()HJ·l)fl'U lll,,,,uu·u,,, t 11,;·o,h \.H < 111,IIJ.11i.li,10--'-...,h.llo.,, \1,.1 m [!] m [5] m [!] : l'WM RCQM iL.i..tJWNANCI' CA'Vrt'Y fl.OOR AU.OWiO N1JMBil TASX/AC'nVn'Y _ CA'l"icJOJ."f -UTJO AW 1.PP I t) i, ,,,,..r/_1.,,.. , I .~·~--W5ffl1,luf ;,. ·'6· ·-i.~ l I.-~ J !) -:; I\ ;,p\f"'IJP.&,f"i_;Pf -.....-i·A, ... ,_.,.!"..,_.,., -.,, ,l,, "1-. .-:· 1,... ). > --- \ . ,.,r-' . ' . ·- -- --- ' .. . - ' -' :, -. PAOS 10141. .. L ::tti ·]: -JtmJ)~O -• ! f.1:J J ' 1'01'>.l-. 51' . [!] .4U..OWED . WAffl C!Xfl ?"/1 ;:,?Y [ 7~s'_] 1:~1] Nonrcaidcnri1l Cetni,1i1ncc: Form AUG-06·97 09:13 FRbM·HOK LA 310-463-4623 T-986 P..11/18 . F-223 " CERTIFICATE OF COMPLIANCE -Lighting Paa 1 or 2 L TG- PROJeCT NAME •DATE ?-'J,c,.;.-,/.,,7j l"-:P .... R1-N-Cl-:-PA-L--::O:--::E:--:-Sl-:'.'G-NE~A=-~-l.--::IG-H=T1-NG'""'.-~----.----- 5 - 5 -.l>-C,-,-~-~-e-f.J-, -.. r:'.'.:}=3/'--ce~=p,-~--f..,..E-f-,-~-'/-t{_'l.,_-t. :· ·. 'a~~~,p~~.~""*'' OOCIJMSNTATION AUTHOR . ~;J)~N;{>o / 'f -Z.--· ·--;~:i::::;-~"' RUll,.DING TYN: PHASC: OF CONSTftUCTION Ml:THOD OF WGliTING COMPLIANCE ~-NON~ESIOENTIAi., g'.j NEW CONSTRUCTION 0 COMPLETE 13UILOING STATEMENT OF COMPLIANCE D HOTEUMOTEL GuesT ROOM ·o ACc1r10N D Al.TERATIO 0 UNCO!'!PITIONEO (Fife AffiAlll/lt) D J\REA CATf:GORY TAU.OREO D Pl;RFORMANCI: This cenificate ot Compliance lists the building featijres ana performance specifications neec:ied to comply with Title 24, Parts_ 1 ana 6 of the California Code of Regijlations. This certificate applies only to building lighting requirements. The Principal Lignting Des,gner nereby certifies that-the proposect b1-1ilding design repreresented in this set of construction oocumems is consistent witn the other campliaoce forms and worksheets, with the specifications, and with any other caIculations suPmitted with this pennit application. The proposed building nas t>een designed to meet the lighting requirements contained in sections 110,119, 13(Hnro"'gh 132, ana 146 or 148., ..,,ease checK one: !29--I hereby affirm tl'lat I am eliijible 1.1nder tne provisions of Division 3 of the Business and Professions Coele to sign this document as the person responsiDle Jor its preparation; and tnat I am a civil engineer, ·electrical engineer or architect. O I affirm that 1 am eligible .uncter tne exemption to Oiv.ision 3 of the Business and Professions Code Dy S.ection 5~37.2 of tne Business and Professions Code to sign this document as the person responsible tor its preparation; and tnat I am a ticensea contractor preparing ~ocuments for work that I have GOntracted to perfonn. O I affirm that I am eligit,le unaer the exemption to .Division 3 of the Business and Professions Cade by Section __ _ of the . Code to sign this do~um~nt as tne person responsible for its preparation; and for the following reason: _________________ .......,. _______ _ PRINCIPAL UGHTING 0ESIGNl:R -NAMS t'P'iil'Y',...f!.. ... ._ Indicate location on pl-ns of Note 131Pek for Manqatory Measures For detailed instn.1ct,on5 on tne use of this arid an E:nergy Efficiency Standardi compliance ·forms, pt ease refer to th~ No~residential Manual published by the Cahfornia Energy Commission! _ L. TG-1; Required on plans for all suDmittaJs. Part 2 may be incorpo~ted in schedules on plan&. I-TG-2: ReqLiired for all s1.1bmiUal5. · L TG-3: Option.ii. use only if lignting control credits are taken.· L TG-4: Optional. use 0n1y if Tailored Method is U5ed. Parts 2 and 3 used only if applicable. NonreS/atntiat Compianc• Form AUG-06·97 09:14 FROM-HOK LA 310-453-4523 T-985 P.12/18 F~223 CERTIFICATE OF COMPLIANCE -Lighting P.:u1 1 0t 2 L TG- PROJECT NAME ~ .;ot,...A/JV 'ROJeCT AOORESS SUH.DING TYPE NONRi:'S11:ll:NTtAL D HIGti RISE RESIPENTIAI-·D HOTELJMOTEL GiUEST ROOM PHASEOFCCNS'rnlJCTION Nl:W·CONSTRUCTtON O AQOITION O ALTERATION O UNCONOITIONJ;P (File Affi,;javit) MSTHOD OF 1-JGHTING COMPLIANCE COMPl-5TI; BUILPINq -0 AREA CAT~GORY D TAtLQREC O PERFORMANCE STATEMENT OF COMPI. IANCE This Certificate of compliance lists the building.features and performance speeitications needed to eomply with Title 24, Part~ 1 anct 6 of the California Code of Regulations. This -csrtificate apglies only to t:11.1ilOing lighting requirements. The Principal Lighting Oesigner'nereby ~rtifi~s-that_the proposed builCling design repreresemet1 in this ~et of constn.iction aocuments is cons,stent with the other compliance f Qrms anci worksheets, with the specifications, and witn any other ca1cu1ations s1.1bmitted with mis permit application Tne proposed building has tieen aesigned to meet ·tne lighting requirements containea in sections 110, 119, 13Q through 132, and 146 or 1.49. "'lease cneck one: ;2]' I hereby affinn tnat I am eligible unoer the· provision~ of Oivisicn 3 of the Business ana Professions Code to sign this aocument as the person responsible for its preparation; and that I am a civil engineer, electrical engineer or arcnitect. O I affirm that lam eligible 1.mder the exemption to Division 3 of-the Business anct Professions Code lly Section 5~37.2 of the s~siness and Professions Cocie to sign tnis doc1.1ment as the ·.person responsible for its preparation; ancl that I am a licensed contractor prapanng. documents for work tnat I ti ave contracteg to perform. D I affirm that I am eligible under tne ex.emption to Division ~ of ttle Business and Professions Cade by Section __ _ of the _____________ ....... __ ~ Code to sign this cjocument as tne person responsinle for its preparation; and for the following reason;-'""----------~-----.......... -----------, PRINCtPAI. I.IGHTltiG oes1GNER • NAM!; SIGNATURE I.IC. NO. E. e:.e~ e ?ts: LIGHTING MANDA TORY MEASURES Indicate location on plans of Note Slo~ for Mandatory Measl.ires .. - Far deta11ad instructiom; on the .1,1se of tnis ana all energy Efficiency Standatrds compliance forms, plHse refer ta the Nonresidential M111n1.1al published by the C::atifomia E;nergy Commission. t. TG-1: Requirf!d on plan$ for _.11 submittal5. P!lrt 2 may be incarporat~ in scneciules en plans. L TG-2: ReqLnrea for ill suPmittals. · L TG~3: Optional. Use only if. lighting control crsdits are laken. L TG-4: Optional. Use only if Ta1IQred Methacf is LISed-Farts 2 and 3 us~ only if applicable. . NonresJaamiaJ Co~ance Form Ji(IUI~ 19. AUG-06·97 09:14 FROM-HOK LA ' · 310-453-4523 T-985 P 13/18 F-223 CERTIFICATE OF COMPLIANCE -Lighting Pa,c2{)t2 LTG-1 INST ALLEO LIGHTING SCHEDULE .. UMP$ LUMINAIRI: NAME TVPE . NO,OF ( eg. Type-1 , Tyj:je-2, D'IC,) I I F I ti .. a.AMP& .. WATT&n.,.AMP . e!/ 0-cllO. I ~_, ODD' DOD ODD DOD. DOD ' ODD ODD DOD .. ooo· .. DOD .. I MANDATORY AUTOMATIC CONTROLS . CONTROL LOCATION CONTROL CONl'ROi... TYPC; (Rgom J) IDt;NT~flCAT10N . (Auto Time S~cn. !i4~nor. etc:.) . ' . CONTROLS FOR CREOli .. CONTROL LOCATION CQNTROl CONTFtOL TYPe (Room f or Dwg. f) l~NTIFiCATION (Occ1.1panc. Po1y1igl'\t o,mming, ecc.) NOTES TO FIELD -Fur Buildiug Ot::partinent U~e Only lfAU.AST$ TYPE :HOTETP/ s I~ -10" NO, I LUMINAIRf! ·'. tll:W , :O~O t.l .......... .. :-, .. ,•,,• .. .. ,,.. .... o· ' ODD ;.~:: .:-~i·\?:·.-; ' ·-ooo ..... .. . .. ... . h .. : .. :: ~- DOD ··-:. ... .. ' ODO '., .. ODD ,. ... ... . , ODD· .. .. DOD : ., .. ODO ODO .. ODD • ProvJCle S!.lpparting Oocumentation SPACI: CONTROl-Lt;p 1.UMINAl"ES co~TROLl.~P TYPe 'IIOF l-UMIN, NOT~TQ FIJ:1.P . I i ! ---~I NOTIS TO F,lt::LO :-:-· .... ::.. ~ . : ._.; .. ' I l 1 : ) AUG-06·97 09:15 FROM-HOK LA 310-453-4523 T-985 P. 14/18 F-223 LIGHTING COMPLIANCE SUMMARY L TG- CTUAL UGHTtl'lG POWER LUMINAIRE NAMI: 0 ,.) ,.-) r,) 1· 01:SCRIPTION µ,.1_,,. ti :i:.t..fJ. 5U . .v.1' ( -- - ALLOWED LIGHTING POWER (Choose Oot: Method) PUIJ.OING CAr~GORY {rr01Tl Table 1-M)' ARl:A CATEGORY (From Tai)1e 1•N) - - -- -. NUMBJ:RQF · LUMl~S WATTS PER LUMINAIRS (lnc11.1dlnsi aa11ast) cec DEFAULT I y l~I TOTAL WATT$ 9' 5'0 DD o.o ---DD DO DD DO DO DD DO DD SUBTOTAi-FRQM THIS PAGI: I <"'}...,CJ~Q Pl-!JS SUBTOTAL:. FRCM CONTINUATION PAGE I - L(:SS CONTROL CREDIT WATTS I ~ {FROM I. TG-3) . : -- -.. AfJJUSTEOACTUAL WATl"S [_j..o 0 WATTS PER·sp I. CP WATT$ Pt;R.SF TOTM-S COMPU:TS 81.DG,ARf:A I 5 ti,- AREA (SF) ALLOWfD WATTS ALLOWfP WATTS 11017~ ~~ TOTAL. AU.QW'Ea WATTS I "-,e,./ t..,, (From_ L TG-4 or from computer run-) i-, -___ --, ____ _ ·_j 12 AUG-06-97 09:16 FROM-HOK LA 310-463-4623 T-985 P.16/18 F-223 "• ,.. . .•', ·.· ·t:,,,.,.,,,.' ··. ". ' .. '.·:,, . . .., ,-• , .''~·· . _,; -.. i .. · .. !, y ~ ~. .,. ... ;. ~Ci.ASS-~-:~'.~. -:'J·:?r~:.' WA ·c 'l' ~ · ~ T NO .••. ~ :ALOG NU f; ,:· . · · :·r,1:. :,· .INPUT. ·• · ,;., .•: J1: ', .WA11'$i}.:~;/, ~,}i. -fl,:~;. ·\ .. ,)-: l '··:,. _. . ../-,,~,},,, 1mlr ~~~> .• fA-YO-l ~ -.~\, . :. :. ..?i!'.1 6°::'·~"'pl ;::.:;; ·J}J:2: ' i~::-~,4, '); · .. : !: .. , '3L .. · ... '~"~-~~f . -:: . ' ... : . ,~;J ·~ . : .:. -·· R·lP.32-TP MartIII l?K·l32·1P .Powl'Ku.t Companion 120 32 50 REL-1P32·RH-TP Electrt>mc -.._.. -- RCN·lP32 Centill!ll E!ect:roruc RIC:·l32·TP Mark V Ee~~mc V"iPl2·Tr Mm'!<: !II F32T8 Vl<.~132;TP . PowrKut Compatuon 32 50 VEL-!P3?·Rff·TP Eiecuornc '. 277 --VCN-lP:32 Cemtum E!eci:ronic VlC·l32-TP Mark V Eleci:roruc 0-1S3Z'1'P Mark.HI 347 32 50 CK·l32·TP Powtl<i.tt Comp~on GEL~2P32·Rff·TP --Eleccroruc .. }t-2P32-TP Mark.llI RK·2S32;TP Po\vrKut REL-iP32·RrM'f' Electronic: 'REL-2S32·RH-TP. .EJ~cnoruc ~-2P32-HL·RH·TP · Eteci:roruc High kght - REL-2P32~LW-RH·1rP Electromc Low Watts 120 32 50 --REL-2S32·lW01U-l-TP Elecooruc J:.ow Wai;i:s RCN-2P32 . Cenrium E!ecrronic RCN-2P32•tw Cenr.iuin Low Watts RCN-2S32 · Cencium ~ectromc 8CN·2S32~LW_ Cena.um Low Wans -- 2 F32T8 RIC-2S32·1P · Mark V E!ecn-oruc V~2P~2·TP MarkH! VK-2S32·TP PowrKut VEL-2P32sRH-TP .Elecrroruc VEL-is32·Rli·TP EJ.ec!l'0!11C VEk2P32·liL-Rli·TP Electronic High Light VEL-iP32-_llV·RH·TP. Elecil'Oil!C Lbw Watts 277 32 50 ----VEL-2532·1.W-lUH'P E!ect:rol')Jc Low Wans VCN~2P32 Cemllll'n E!ectr011.Lc VCN•2.P32-l.W Cent1i.1m Low Watts VCN-2S32 Cennum E!ecrroruc VCN°2S32·1.W Centl!lm Low Wau:s (0.,ni.n .. .,aon page 14) I VJC·2S32-TP . Mark. V E!ectromc . '. ·J·., \ . . . .. , . •: .. · ... , .. ' ~~ -,, '.,;_.. j ! '': ~ , /11 ',. " ~.'!, I Jr.:•, ''~~;('·,,,;;.,. \ --~~< ,' :.:,..:'"11!,. 1' .:J \, (.'{;i ~//T ,. "'/,','11 '"\, For aewlc:<1 t."xpliltlilD:on or Cll3ti nealllil~-anq bsmigi., xet pllge~ ~ a.na 7. 1. llom lamps or s111~ rea ,amp may c~ ri:woMy mchui.ed 1r0m Qa.11~ t20 lt. .. ma .. 1eacnengcnJ blui; tinl? m11$, be mo11111e<11A 14,ure con!lu.'llllg Dillla~t wntn 11nsie rea l~p ~ r~1110:ety ll\ounteCI 2. ~um remote: mounQng dotan~~ :?On. {~11~ 13111p c6mb1nacon1 37 .32 .96 34 .31 88 3.2 28 .92 -32 .28 .92 3i .27 .87 37 .14 .95 34 .13 .88 32 :12 .92 -32 .1:2 .92 31 .}2 87 -3_'j .11 ! 95 34 .10 I ;88 -, 38 l l I 1.10 7l .61 .97 02 .50 .88 58 .49 .88 -02 I . .53 .88 76 ;64 !.15 s·i .43 .75 51 .43 .73 SB 49 .87 50 .43 .78 62 .52 .88 54 .46 .75 60 .52 .87 71 .26 .96 02 .24 .88 58 .21 .88 02 23 I :aa 76 .28 1.15 51 .rs ?5 51 .19 .73 58 .21 .87 50 .J.8 .78 62 .23 .88 54' .20 .75 60 .:22 .87 , ... I I BAI..I.AST TOT.Al EfB:CACY -~ FACTOR O}~fl t TttDJ 2.59 ,e,;20 2.59 <15 2.88 <:20 2.88 <.10 2.81 <10 2.57 <.20 2.59 .:;:,15 . 2.88 ..::20 2.88 <.10 2.81 .::.JS 2.51 <15 2.59 <15 2.ao <.25 1.37 I <=20 1.42. <15 1.52 ..;:20 1.41 <:20 1.51 <20 147 <20 l 43 <20 1.50 -~lO 1.56 ..::10 l.42 <.10 l 39 <10 1.45 ,:;.)0 l 35 <20 1.42 ..;:JS r.si <20 1.41 <lO 1.51 ,20 1.47 <-:20 1.43 <ZD 1.50 <.10 l.50 <10 1.42 <!O 1.39 <10 . ... 1.45 <15 .,. ··-i ·.:/r/·.:r . ~ : ~ . .-1 ', ··,. 'f :··, ... ·:1 ' I ' : i I ! ! l I ··-, l ""'' l ')--! • I I • ~;.. p ! I ' I : i I i ,. , .• I I I : I I I I l ~. ...... AUG-O6-97 09:16 FROM-HOK LA 310-453-4523 T-985 P.16/18 F-223 ..... • • • VEL-lP:32-RH~TP 2 JS -A T-2 08 • • :VCN-1P32 2 IS '-A T-2 08 • • VlC·l32·TP 2 RS --A T·2 20 • G-1532-TP RS --A T-2 ·20 • • GK-132°TP · RS ~ A f2 20 I • j • GEt.·2P3i-RH-TP 2 lS P;u: A T-2 08 I • • I • • I R·2P3i·TP RS Ser. A T·2 21 • • • RK-2S32-T.P RS Ser. A T-2 21 • • e • REL-2P32-RH-TP . . 2 IS Pai: A T-2 04 e e · Rl:L·2S32,Rtt-TP l RS · Sei: A T-2 21 · 64 • • REl.·2P32•1W-RH·TP 2 rs Pat A T-2 64 • • REL-2S32-llV-JUH'P l RS Ser , A T·2 21 • • • • RCN·2P32 2 rs Pat A T·2 64 e e RCN-2P32-iw 2 IS Par. A 01-2 04 • RCN·2S32 l RS. S~r. A 1·2 21 • RQN-2S32-!W l RS Ser. A T-2 21 21 • / • • • V·2P32·TP RS Ser. A T-2 21 • e • VK·2S32~TP RS Ser.. A l-2 21 • • • • . VEL-2P32-RH-TP 2 !S Par. A ! T-2 04 ' ·, • • VEl.·2S32•Rtl-TP l RS Ser. A T·2 2 I --+----t---t---+-4--!-----,--'-----,--,.----'---i'--'--''---+---+-~__;,-+-----i------:1 • • VEL•2P32-HUU¼-TP 2 rs Pac A T-2 04 -~ --+--.-+-.-+-+---+--i-va_,·--if-32--!W--. ,.,.:ru-i--TP-+--2----1---rs...,.....-+-..,,.Pai:-'-_-,---1'---A---+'---r---2..,,.--+---64--'i: --+---+'--+---+--!----+---------+-------~,__.----1--------1-------i-------l-'--------'·1 e • VEL-2S32-J.WRA-TP l RS Se+-A T-2 21 ,,. • • • • VCN·2P32 2 rs· Pat A T-2 04 / --f--"'-i-'--+----+--=--!--;;;..._i,---'-----------+------1----+--..-,--1----------l----'---~---~I • VCN·2P3~,LW 1 IS Pai A T-2 64 '~ --+--+-+--+--+---+-----,---+----1---~------+--..,,.--+--------+-----+------'~ e VCN-2S32 .. l RS Ser. A T·2 21 ¥, -+--+-~+---+--l----l---'-"------------,.----'-l-----+-i-----,,-...-1---.-.....a...,----1,~~----!,.--~.....;,, • VCN-2sj2~uv 1 RS Set A T-2 21 \~ 13 AUG-06-97 09: 16 FROM-HOK LA 310-453-4523 T-985 P. 17/18 F-zi3 C·2S32-TP 2 F32T8 347 32 50 GK·2S32•TP Powrr<ur 02 .20 .88 1.42 <15 GEL-2P32·RH·TP El~uoruc 58 .17 .88 1.52 ...:20 Electronic 62 .l8 .88 1.42 <;20 .. ~. -.. . . --~ .,. ,._ ... • 0 ...... N----·-· , .... ' M ., -I" .... REL-3P32·RH·'rP EieCIJ'On.iC BB .75 .90 l.02 I .:::20 " -··~ .......... '1d·~·ir.;1:·,•1~·'..:.~ ·, ' ft'EL· 3~32:lUi·TP EJectrornc: 94 80 .89 094 <.20 -· · · REL-3P32·l.WTH·TP EleCll'OniC Low Waru 76 .03 75 0.99 I <lO 120 32 50 I --Ra.-3S32•1:W·TH• Tr Elecn-onic 1,.aw· Warts 76 .04 .73 0.90 <20 . · RCN-3P32 . Cencium Electrcmk 88 74 .92 l 05 <10 RCN·3P3HW Cenll1.1m Low Wares: 75 .64 78 1.05 <10 3 I VEL-3P32-RH•TP Eicctromc " 88 .32' .90 . l 02 <.20 Wt3Sl2-RH-TP Elecrroruc-. 94 .3S .89 0.04 <20 f32T8 i .. - 277 i 32 50 VEL-3P3.HW-RH-Ti> Electronic. I,.ow Warr.s I 7o .27 75 0;99 -:::20 i --VEJ.-3S32-IW-Rli·Tf' Elearoruc !.ow War..s 76 .28 .73 0.9o <20 .. VCN·3P32 C~ntium Eecn·o:ruc 88 .32 .92 1.05 I ..::10 VCN-3P32-lW ·. Cennum Low Watts · 75 :2B .79 i.os <10 -~\ 347 i '32 50 CEL·3f32-RH-TP E!ecttol1.lc l 88 .io 90 1.02 <20 '-..,/..:: REL-4f'32·RH·TP E1eci:ronic ros .95 .85 0.76 <20 32 ReL-4P32·lWRH-TP Bectroruc: Low WartS 98 .83 75 0.77 ,20 120 50 RCN-4P32 Cetmum Elec:trO{UC ~ 112 ;94 .88 0.79 <.10 RCN·4P~2-lW . • Centilllll Low \.Vatts 99 .83 .70 0.76 .;;:!Q .. 4 F32T8 VEL-4P32·!ai·TP Elec!l'onic l.:\2 41 .85 0.76 <.20 VE!.-4P32-IW-RH· TP Eleci:roruc Low Wa!rs · 98 .30 75 0.77 <20 277 32 50 ·vCN-4P32 Centium Elecq-otµc U2 .41 .88 079 <10 VCN·4Pl2-J.W .. Cen~wn Low Wars 99 .'36 70 0.76 <10 ; .f. ,'-\ -'' .. 347 32 so ,GEL-4P~?;~:~ .. ·,.i--,:;!,:_uoni~ •• ,, -~·-·: .,.J,;.~o . .31 85, 0.80 <20 , I .. , '~ ,, ,. .. ,,(/' 'J ., ~ ,, r..L.1:J.:1.: ·_:,;,~· ... ... ... ... --' ............. ,, -" '" ..... -~ ,. ' ... . .. R-l'P840•TP Magnetic so 44 \ .9'.3 1 ac <20 ~ ,• 120 40 50 REL·lP32·RH-'fP Elemon1c: 36 .,31 .85 2.30 -s::20 ) l f40T8 Y,', ,, RCl'HP32 Cenn1,1m E1ectronic 35 .31 .88 2.Sl <10 V-lP840·TP M~wiei:ic 50 .19 .93 1 80 <20 277 40 50 VEL· lP.32·.RH·TP Elecrromc 36 .13 .85 2.30 ·<20 : .. \,_, ... ·.· .. -.. 2 f40T8 ', ..... 3 f40T8 ·vcN-i:P32 Centii.im 8.ectr0n1c ~,,}~.,,. •,•-•tt,, L •• ~8 2.83 <10 I •'"*"'''"' ·-· .... s,.;..,. . .. ,;. , • : :;. •.;,,.'.W;J ~r,d ... :,.. t. 'S. ~: ;. •) •' .~!\),' I 01}';1/( ,. -· ... ~-... -~...,;s.::_,~·: 120 I 40 50 lt.·2PS40-:tP Magnetic 94 .77' .93 1.01 I <.20 I .2:7. _I 40 50 . V·2P840-TP Magnet.LC 92 . '34 . 93 ~~~~<:: , _ _l, i.:~3-~ ,v .. ·-· ... ,_..., .... ,? • : •. :..u:tr1.•.,....:1au,."'°· ~ .. ~, • -..:•.,:,.ft ;,.,:,,.;...:.~''N.; .. ~ ~-~~-. " ~ . • ,' -i:.. ~ '; I REl·.lf'32-RH·TP Eleci:roruc 107 ;91 .85 0.79 ..::20 , 120 40 50 RCN·3P32 Cem11.nn Electroruc . .88 .93 0.87 <l O "\.J 106 VEL-3J132·RH-Tf Elecrron_1c 107 .39 .85 0.79 <20 277 40 so Cennum Electroruc .38 VCN-3P32 106 .93 0.8-7 <10 .. •'•,;_A" ..,.(, • '~ • • I ~I \\, ' ,\' ' ···~·. Por detc&J"" "-'Pl11m1i:.on of cn,m n.,~~1q11• 0110·11ai:ings, sec P~S\'~ 6 ;ina 1.. :.! M11.u1num r~mot~ mounring aisrancc :?0 rt. 1<1ny 1amp como,11~u1111J 3 um~ ma~ not iie remot.-)y muuiltea rrom fiAtlll'>: c11ur.t11ing Dall•SL ,. 1. Blltn 1an1i,.£ or s1n:lle r•o 1:imp may ::e remotely·mountild lrom Dilla~, 1io n: m~ .. 1i;ail 1~ul!fl'IJ ll1ue ,9""": .... fl, . < AUG-06-97 09:17 '\ I ,-. FROM-HOK LA 310-453-4523 T-985 P.18/18 F·ZZ3 '\,' • • GK-2S32·TP . . RS Ser A T-2 e Gci.-2P32·ru!-'W. 2 IS Par. . . A T-2 21 21 04 21 ¢5 • • R,EL·3S32-RH·'f P 3 RS Ser A T-2 27 ---+-..:..+-~--l---f---h-----~------+--.;..__-+---.:.....-..+-----,-----.-;...._----4-----' • • iw.-3P32·lW-TH·'ffl 2 lS Par. A I T-2 05 ' e e REL·3S32'-:,:.W.tH·TP · 3 • RS Ser A / T-2 27 • • •. RCN-3P32 2 iS Par. A T-2 oS • • RCN·3P32°J..W 2 IS Pai:. A 1·2 65 • e _ • VEL-3P32·8.H-TP _ 2 IS Pai. A T-2 05 e e . VEL·3$32-RH-'!'P 3 RS Set A ·I . H 27 • • VEL·3f'32-UV·Rl:!·TP .. 2 IS far A T2 o5 • • VEi.·3$32-LW·Rli-TP 3 RS Ser A T·.2 27 • • • VCN•3fi32 2 IS ?ar A T-2 05 • VCN-3~32.·l-W . . 2 lS ?ar. A T2 cs e GEJ..-3P32·TH-TP 2 . IS Par. P.. T-2 o5 ,, • .. • l • • i, ~ • , I • •• I , ', • « I ., • • • REi.-4P32-RH·Tf 2 , IS Par. A T-2 06 • e • RCN-4P3~ 2 IS , P&r. A T-2 oo • • RCN·4P32-llV 2 _ IS Par A T-2 o6 • • VEL-4P32·RH•TP 2 • IS P:u-A T-2 oo . • • VEL-4P32-lW-.RtVi'P 2 IS Par A T-2 oo • • • . VCN-4Pl2 2 lS Par. A T-2 oo • • VCN-4P32-tw 2 IS Par. A T-2 00 • .. GS!.-4P32-tu!-TP 2 lS Par. A T-2 oo ~:~~~~ ... --~ • .-; .. ...;J.. :;.,.,;~:J.;l.~· .. , -~~~A~_,,:;,. .... ~.~· ···~i,l.~.~:.:~,-.... .. ..,;...:,;:;;-..,...,.£. ... ·t,.> ., ....... ;. '···-· ,;.~,.~ ... -.. . ----1----•--1--·;....-i---1-·;.;.....+--...-R·_lP_8_40 ..... ·_TP _____ --1----+------RS---+ __ ·-----....--A--+-__ T-2 __ _,__2_0 __ .. • e REl.··1P32·RH-fl'P 2 .. IS Paf, A T·2' o3 e e RCN·lP32 2 15 P.ar. A T-2 63 • V•lPB40-TP RS "'-A T-2 20 i----+---+--+--l---+--+------~-i---------t-..:..,---+-----l---------t------1---~ • • VJ:!,·1P3:Z·SH-TP 2 IS Pat. A T-2 63 .... ', ... , .•. , .. 1 ... , .. , •. -.. ...... ~ .. ,.,._.,..~,. ,,,,.., ........ • • • • VCN·JP32 .2 lS ?af. A T-2 05 l . -_.,,..,. July 25, 1997 Mike Smith Fire Marshall City of Carlsbad 2560 Orion Way Carlsbad, California 92008-7280 Dear Mike, LEGOLAID CARL..SBAP With reference to the use and storage ofh:i:!Zfildous materials on the site at LEGOLAND Carlsbad, I am pleased to confirm the following information. Having carefuliy reviewed the maximum allowable quantities ofFlammable and Combustible Liquids, Toxic and Highly Toxic Compressed Gases, Flammable and Oxidizing Gases, (;arcinqgens, Corrosive.s and Irritants, t can confirm that while we may use hazardous materials such as these in the daily operation of the Park, the quantities kept on-site will be less than the maximums allowed for in the occupancy classifications currently applied to the buildings on site. This confirmation is based on my experience as Director of Operations at LEGO LAND Windsor and a review of the quantities and types of materials allowable with our Facilities Director at the Windsor Park. Even in cases where total yearly volumes of certain materials might appro~ch the maximum allowable, it will not be our practice to store large quantities of any consumables on-site, our purchasing philosophy foflows a just-in-time approach. In any case, our storage practices will include approved storage cabinets for many products, regardless of the quantity, in order to manage inventory correctly and control staff access to materials. As we approach completion of the Park and details of ow operation are finalized, suppliers appointed and we take occupancy of the buildings, it will then be possible for us to create a complete list of the Hazardous Materials that will be used for carrying out the tasks associated with the various Departments within the Park. Additionally, as staff come on board, training in material handling and storage will be a critical part of their orientation and education. LEGOLAND Carlsbad, Inc. 5600 Avenida Enci~~:'s~ite 130 • Cirl;bad: CA 92008 • USA -, r• .,.., , • ...,,-, -,--,,., -1" 'C'I' ,..,-, r-.,...;... I hope this satisfies the current requirements of confirming to your office that no buildings on site would be considered "H'' class occupancies. If you require any more information at this time, please do not hesitate to contact me. Best Regards, ~//P,,f-~Ulksp.J-c/<I:?¼ Christine Kerr Project Manager, Operations cc. Mike Peterson, City Of Carlsbad, Building Department Kyoko Adachi, HOK Bill Pridgin, LLEAG I I I I I I I I I I I I I I I I I 'I SCHIRMER ENGINEERING CORPORATION 880 APOLLO STREET, SUITE 217 .._ EL SEGUNDO, CA 80245-4700 .._ PHONE (310) 648-7566 .._ FAX (310) 648-7544 FIRE PROTECTION & LIFE SAFETY REPORT LEGOLAND CARLSBAD CARLSBAD, CALIFORNIA Prepared for: Hellmuth, Obata & Kassabaum 703 Palomar Airport Rd, Suite 170 Carlsbad, California 92008 SEC Project No. 1997002'-000 May 12, 1997 Revised August 5, 1997 I Fire Protection Engineering ... Code Consulting ... Loss Control ... Security System Design I I II I 1 1 I I I I I 11 I II I I I I I I ------~-~----------~ Fire & Life Safety Report LEGOLAND, Carlsbad -i- TABLE OF CONTENTS May 12, 1997 Revised August 5, 1997 SEC Project No. 1997002-000 I. INTRODUCTION ....................................... ; ....................................................... 1 II. APPLICABLE CODES ............................................................................... , ......... 1 Ill. CONSTRUCTION TYPE ..................................................................................... 1 IV. OCCUPANCY ..................................................................................................... 3 V. FIRE RESISTIVE CONSTRUCTION .................................................................... ,.8 VI. INTERIOR. FINISHES ........................................................................................ 10 VII. FIRE PROTECTION SYTSTEMS .•...................................................................... 10 VIII. FIRE ALARM SYSTEMS .................................................................................. 12 IX. MEANS OF EGRESS ....................................................................................... 13 X. SPECIAL DESIGN CONSIDERATIONS ............................................................... 25 I rpaw034 I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -1-May12,1997 Revised August 5, 1997 SEC Project No. 97002-000 I. II. Ill. INTRODUCTION LEGOLAND Carlsbad will be a new theme park located in the City of Carlsbad, California. The site will be located northeast of the intersection at Palomar Airport Road and Armada Drive. The project will be approximately 55 acres of theme park, with additional area for parking located south of the park. See Figure 1. The park will be separated into nine theme "clusters" or grouping of structures and an additional service/administration cluster. This report identifies and summarizes the major fire protection and life safety features to be provided, including construction type, exiting, fire suppression systems, and fire alarm systems APPLICABLE CODES The applicable codes for the LEGOLAND project consist of: ,, A. Carlsbad Building Code (CBC), 1994 UBC as amended by the City of Carlsbad B. Carlsbad Fire Code (CFC), 1994 UFC as amended by the City of Carlsbad C. Carlsbad Plumbing c.ode (CPC), 1994 UPC as amended by the City of Carlsbad D. Carlsbad Mechanical Code (CMC), 1994 UMC as amended by the City of Carlsbad E. Carlsbad Electrical Code {CEC), 1993 National Electrical Code F. California State Building Code (SBC) Title 24, Part 2, 1995 Edition CONSTRUCTION TYPE The LEGOLAND park will consist of buildings varying in size from 300 square foot mechanical buildings to a 26,000 square foot office/administration building. All structures will be one-story with the exception of the maintenance and storage building which is a 2-story structure. Based on allowable area calculations, all of the structures in the park will be of either Type V-N or V-1 hour construction. Using increases for side yards and sprinkler protection, all structures except A0 2.1 occupancies are within the allowable area for Type V-N construction. Buildings housing A-2.1 occupancies are not permitted to be of Type V-N construction and therefore will be of a minimum Type V-1 hour construction. rpaw034 --- -, -0 C) ::E 0 w .j::, :!! (0 C: -, CD ..... ------.... -·-.-·-· -···. ------·l •. ·s~~ic~ ·&, Adajnistrati~n · , ,2; .· '.me_ Be.ginning . 3.. Duplo Village ·4. The-Ridge p. FuritoWI). •· 6. ·' The Garden 7 .:-Castie Hill, K ·MiniJ:and 9; Toe.Tuigoon · .. _·. fo.: Imagina_t:ion-Cen.ter ;_ : lL . E~ansiori ··· · · ~ '---.. ~--·-·i~ C/) m - r ,., m::;· C) CD 0 ""O r-, :t>S Z CD 0~ ()g· ~ 12" ~r Ql :::;; . 0. CD U) 0l --(l) ..... -< ::XJ CD "O 0 -, ..... I I\.) I (") :::0 -0 CD ... < 0 -· -··(J) CD (l) ~ 0. z:t:-o C: s:: • co 0l c.o ~ -< " ..... 0 01;::; 0 ~ -~ ~ ~·~ 0 C.O CD 0 (.0 c.o 0 " " - I I I I I I I I I I I I I I I I I I I ---~ ------------~ Fire Protection & Life Safety Report LEGOLAND, Carlsbad -3-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 IV. rpaw034 Buildings of type V-N or V-1 hour construction can be of any materials allowed by the Carlsbad Building Code. Sprinklers will be used in lieu of one hour construction in type V-1 hour construction with the following exceptions: · A. 8. C. D. Occupancy separations Exterior wall protection due to the proximity of property lines Area separations Shaft enclosures E. Corridors F. Exit passageways G. Boiler, central heating plant or hot water supply boiler room enclosures OCCUPANCY LEGOLAND will have numerous uses and occupancies including restaurants, amusement buildings/rides, storage and theaters. Classification of each occupancy is based on the following: Occupancy A-2.1 A-3 8 M S-1 Description Assembly occupancies will include restaurants, theaters, queuing, and gathering areas for rides and exhibits which have an occupant load of 50 or greater. Buildings with an occupant load greater than 300 are classified as A-2.1 occupancies. Buildings with an occupant load of 50-300 are classified as A-3. Business occupancies will include offices, kitchens, mechanical rooms and assembly areas which have an occupancy less than 50. Mercantile occupancies will include the venues in LEGOLAND dedicated to the sale and display of LEGOLAND merchandise; Storage occupancies will include the storage areas for mercantile goods, food, and vehicles on the various amusement rides. See Table 1 for a detailed listing of buildings and occupancy classification. I I I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -4- Table 1 Parkwide Building Summary Table Park Zone Building Name Occupancy Height Area (sq. ft.) Service Administration B 1 22,420 area bldg. story S-1 1 2,880 story Total 25,300 Service Maintenance S-1 1 9,881 area and storage story bldg B 1 8,982 story Service Gardeners S-1 1 3,072 area shed story Service Security booth B 1 163 area story Service Nursery B 1 1,872 area story Service Trash B 1 3,948 area Enclosure story Service Utility Pad B 1 2,074 area story The West complex B 1 5,876 Beginning story The East complex B 1 6,590 Beginning story M 1 7,178 story Total 13,768 The First Aid B 1 1,348 Beginning story The Market place B 1 3,632 Beginning pergolas story The Kiosk B 1 108 Beginning story rpaw034 May12,1997 Revised August 5, 1997 SEC Project No. 97002-000 Sprinklered Construction Type yes* V~N yes* V-N yes V-N yes V-N no V-N (S) no V-N no V-N yes* V-N yes* V-N yes V-N yes V-N yes V-N 1. I I I I I I I I I I, I I , I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad Park Zone Building Name Occupancy The Ticket Booth B Beginning Duplo village Duplo Retail M Duplo Magic Theatre A-2.1 Village Pasta Patch B Pasta Patch B Restroom Ouplo Safari Ride 8 Village Canopy Duplo S.R. B Village Maintenance Duplo Village Fairy Tale B Maintenance Duplo Village Play Pavilion 8 Duplo Village Ice Cream B Funtown Marche A-2.1 Complex Marche B Complex Restroom Funtown Cool Cafe A-3 Factory Tour A-3 Funtown Brick Brothers M Explorers A-3 Institute Total Funtown Driving School A-3 Funtown Driving School B Maintenance Funtown LEGO Play B Pavilion Funtown Helicopters B Ride rpaw034 -5- Height Area (sq. ft.) 1 105 story 1 1,491 story 1 4,738 story 2,712 1 2,023 story Total 9,473 1 615.8 story 1 642 story 1 293 story 1 500 story 1 300 story 1 11,730 story 1 1,870 story Total 13,600 1 3,516 story 1 2,402 story Total 5,918 1 2,278 story 1 3,064 story 5,342 1 1,924 story 1 300 story 1 638 story 1 940 story May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 Sprinklered Construction Type yes V-N yes* V-N yes* V-I no V·N (S) yes V-N yes V-N no V-N (S) yes V-N yes* V-I yes V-N yes* V-N yes* yes* V-N yes* V-N yes V-N yes V-N yes V-N no V-N (S) I I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad Park Zone Building Name Occupancy Funtown Helicopters B Maintenance Funtown Mini Driving B School Funtown Boating A-3 School Entrance Funtown Charging B Station Funtown Boating 8 Maintenance Funtown Food Cart B Maintenance Garden Garden A-3 Restaurant Garden Public Toilets 8 Castle Hill Castle A-3 Sensory Coaster Castle Hill Horse Ride 8 Castle Hill Play Pavilion B Castle Hill Royal Pavilion B Tent Castle Hill Ruined Turret 8 Mech Room Castle Hill Food Stand 8 North Castle Hill Castle lrin A-3 Building Restroom 8 Castle Hill Gold Wash B Castle Hill Robin Hood -8 King Guard Entry Wall Castle Hill Lych -Gate 8 Castle Hill Breath Taker B Queue I rpaw034 -6- Height Area (sq. ft.) 1 300 story 1 460 story 1 1,100 story 1 300 story· 1 300 story 1 3,036 story 1 2,625 story 1 1,553 story 1 10,762 story 1 440 story 1 392 story 1 196 story 1 190 story 1 420 story 1 3,954 story 1 1,980 story Total 5,934 1 174 story 1 43 story 1 53 story 1 133 story May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 Sprinklered Construction Type yes V-N no V-N {S) no V-N {S) yes V-N yes V-N yes V-N yes V-N yes V-N yes* V-N yes V-N no V-N {S) no V-N (S) yes V-N yes V-N yes V-N yes V-N yes* VsN yes V-N no V-N {S) no V-N {S) no V-N (S) I I I : I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad Park Zone Building Name Occupancy Castle Hill Food Stand B South Miniland Space Age A-3 Facility Imagination Learning A-3 Center Center Imagination Freeplay A-2.1 Center Imagination Imagination B Center Cafe Imagination Public Toilets B Center Imagination Experience A2.1 Center Show Lagoon Boat Ride A3 -7- Height Area (SQ. ft.) 1 420 story 1 3,502 story Total 5624 1 4500 story 1 4,941 story 1 818 story Total 5,759 1 1,853 story 1 4,750 story 1 1800 story May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 Sprinklered Construction Type yes V-N yes* V-N yes* V-N yes* V-I yes* V-I yes* V-I yes V-N yes* V-I yes V-N *Buildings supplied by dedicated fire lines are indicated by an asterisk. All others are supplied by the domestic line. (S) Shade Structures V. FIRE RESISTIVE CONSTRUCTION rpaw034 A. Occupancy Separations The following table outlines the fire resistive requirements for occupancy separations which may occur in LEGOLAND: USC Table 3-B (Abbreviated) A 2.1 A-3 B F-1 M S-1 A-2.1 None None 1-hour 1-hour 1-hour 1-hour A-3 None None None None None B None None None None F-1 None None None M None None1 S-1 None 1 Separation is not necessary when the building is provided with an automatic sprinkler system throughout. All buildings will be sprinklered throughout. I I I I I , I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -8-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 B. rpaw034 The following is a list of the occupancy separations at LEGOLAND: 1. 2. Marche Complex: A one-hour occupancy separation is being provided between the seating area and the kitchen area to allow for sprinkler trade-offs to the one-hour construction. Freeplay & Imagination Cafe: A one-hour occupancy separation will be required between the back of house cafe area and the freeplay area. 3. Freeplay & Imagination cafe: A one-hour occupancy separation will be required between the freeplay area and the freeplay storage area. 4. Experience Show: A one-hour occupancy separation will be required between the stage and the back stage areas. Structural Fire Resistance 1. The following structural requirements apply to all buildings which are classified as Type V-N construction: a. b. c. d. e. Exterior Walls i. Walls will be 2-hour when located less than 5 feet from property lines. ii. All walls less than 20 feet and 5 feet or more from property lines will have a 1-hour fire resistive rating. iii. Openings in exterior walls are not permitted when located less than 5 feet from property lines. iv. Openings in exterior walls are required to be 45 minute rated when located less than 10 feet from property lines. Exterior fire resistive walls occur in the Imagination cluster between the restrooms and the south complex. Structural frame -non-rated Interior Walls -non-rated unless part of a corridor, occupancy separation or shaft Floors/Floor-Ceiling non-rated Roofs/Roof-Ceilings non-rated f. Shafts -All shafts will have a fire-resistive rating of 1-hour. I I I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -9-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 VI. 2. 3. The following structural requirements apply to all buildings which are classified as Type V-1 hour construction. Except for exterior walls, rated corridor construction, occupancy separations and shafts, these buildings will have sprinklers in lieu of fire-resistive construction. a. Exterior Walls b. c. d. e. f. i. Exterior walls will be 2-hour when located less than 1 O feet from property lines. ii. iii. iv. Exterior walls will be 1-hour fire-resistive construction when located 1 0 feet or more from a property line. Openings in exterior walls are not permitted within 5 feet of a property line. Openings in exterior walls will be protected when located less than 1 0 feet but 5 feet or more from a property line. Structural frame -No required rating. Interior Walls -No required rating. Floors -No required rating. Roofs -No required rating. Shafts -All shafts will have a fire-resistive rating of 1-hour. Corridors Corridors which serve an occupant load of 30 or more (7 or more in A occupancies) will be protected by 1-hour walls with 20 minute smoke-and-draft-opening protection. INTERIOR FINISHES Flame spread ratings with an increase for sprinkler protection will be in accordance with the following: A. Enclosed vertical exitways will have Class II interior finishes with a maximum flame spread rating of 75. B. All other exitways will have a Class Ill interior finishes with a maximum flame spread rating of 200. rpaw034 I I I I I I I 11 11 II I 11 11 11 I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -10-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 VII. rpaw034 C. All rooms and areas will have Class Ill interior finishes with a maximum flame spread rating of 200. D. Textiles on walls and ceilings will be Class I and have a maximum flame spread rating of 25. FIRE PROTECTION SYSTEMS A. Automatic Sprinkler Systems With the exception of detached "shade structures and playground equipment, all roofed structures will be provided with automatic sprinkler protection. "Shade structures" attached to buildings will also be provided with automatic sprinkler protection. Automatic sprinklers shall be installed in all Group A occupancies which are used by occupants for the consumption of alcoholic beverages which exceeds 5000 square feet in area (including unseparated accessory areas). To separate areas, a one-hour separation as required for occupancy separation will be required. This separation will allow these buildings to be provided with sprinkler protection in lieu of one-hour construction. This will occur within the Marche Complex. All sprinkler systems will be provided with waterflow alarms monitored by a parkwide fire alarm reporting system. All normally occupied buildings will be supplied with water from a dedicated fire line and a fire department connection. A back flow preventor will be provided between the sprinkler system and the domestic supply. Normally unoccupied buildings with no more than four sprinkler heads required for protection of the building will be connected directly to the domestic water supply line with a check valve but without a back flow preventer or fire department connection. Water supply and pressure at these locations will be adequate when supplied by the domestic water line. The automatic sprinkler systems will be proposed to be designed to the following design densities as defined in NFPA 13: Space Office Restaurant Dining Areas Assembly Areas Theater Seating Storage Castle Coaster LEGO Attraction Area Explorer's Institute Design Density Light Hazard Light Hazard Light Hazard Light Hazard Ordinary Hazard Group I Ordinary Hazard Group II Ordinary Hazard Group II I I I I I I I I I I I I I I I I I I I ------------- Fire Protection & Life Safety Report LEGOLAND, Carlsbad -11-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 B. rpaw034 Space Any other area when the concentrations of plastics are moderate to high as referenced in NFPA 13 under Ordinary Hazard Group II Occupancies Mechanical Rooms Equipment Rooms Stages Mercantile Areas Workshops Design Density Ordinary Hazard Group II Ordinary Hazard Group II Ordinary Hazard Group II Ordinary Hazard Group II Ordinary Hazard Group II Ordinary Hazard Group II See Table 1 for a detailed list of sprinklered buildings. Standpipe Systems 1 . Interior Standpipes -All of the A-2. 1 occupancies with a floor area greater than 5,000 square feet used for exhibition will be provided with a Class II standpipe system so that all portions of the building are within 30 feet of a nozzle attached to a 100 foot hose line. 2. Exterior -To mitigate fire department access limited to the perimeter of the park, exterior 2-½ inch standpipes with 1 ½ inch reducers to accommodate small diameter hose will be installed adjacent to the following locations: a. The Garden Restaurant b. The Space Age Facility c. d. The Learning Center Free Play and Cafe Standpipes will be installed to assist firefighting at the above mentioned locations because these buildings are remote from the fire department access road, and inaccessible by fire department apparatus. I I I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -12-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 C. D. The standpipes for the Garden Restaurant and the Space Age Facility are proposed to be located approximately 40 feet from the structure so that a fire will not cause the standpipes to become inaccessible. Standpipes for the Learning Center and the Free Play and Cafe area are proposed to be located immediately next to each structure as these two structures are located across from each other at such a distance that a fire in one building will still allow the standpipe at the other location to be utilized. Fire Flow Fire flow calculations were performed based upon Appendix Ill - A of the Carlsbad Fire Code. The calculation was performed using the largest building in the park, the Administration Building, which will be of type V-N construction. Using the 50 percent decrease in fire flow for automatic sprinkler systems as allowed by the Carlsbad Fire Code, the minimum required fire flow was determined to be 2125 gallons. Therefore, the minimum fire flow will be available from fire hydrants located along the perimeter fire department access road will be two hydrants flowing 1,500 gpm each. Inner Park Fire Protection Water Supply Water supply to the sprinkler and standpipe systems will be provided from the water supply mains. Water supply mains will be sized to adequately supply sprinkler systems and Class II standpipe systems automatically. Exterior standpipes will be supplied by fire department apparatus through fire department connections (FDCs}. FDCs will also be provided to supply all normally occupied buildings. FDCs will be located along the inside of the fire access lane within 40 feet of a hydrant. Normally unoccupied buildings which are protected by an automatic sprinkler system with four (4} sprinklers or less will be connected directly to the domestic water supply without a back flow preventor and will not be provided with an FDC. VIII. FIRE ALARM SYSTEMS A. rpaw034 Parkwide Fire Alarm Reporting A parkwide fire alarm reporting system will be provided to monitor all building fire alarm systems in the park. The main control panel and annunciator will be provided in the Administration Building. Secondary annunciation will be provided at the security gate. The parkwide fire alarm reporting system will also transmit alarm, trouble and supervisory signals to an approved central station. I I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -13-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 IX. B. Building Fire Alarm Systems 1. Sprinkler System Supervision 2. 3. All valves and water flow switches serving automatic sprinkler systems will be monitored by the building fire alarm system and transmitted to the parkwide fire alarm system. Manual Fire Alarm Systems All A-2. 1 occupancies will be provided with manual fire alarm stations located at required exits such that activation of the fire alarm system shall immediately initiate an approved pre-recorded message. See Table 1 for a detailed list of buildings provided with manual fire alarm systems. Smoke Detection Smoke detection will be provided throughout all amusement buildings in LEGOLAND. The two buildings which qualify as amusement buildings are the Explorer's Institute and the Castle Sensory Coaster. (See Section entitled "Amusement Buildings" for additional protection for amusement buildings}. If ambient conditions will activate the smoke detection system, an approved alternate method of automatic fire detection may be installed. 4. Occupant Notification An audible sprinkler alarm will be provided on the exterior of all A-2. 1 occupancies, amusement structures or sprinklered buildings exceeding 10,000 square feet. In addition, audible and visual alarms will be provided within normally occupied sprinklered buildings. MEANS OF EGRESS A. Building Egress 1. Exits To determine means of Egress, an exiting analysis was performed for each building using Chapter 10 of the Carlsbad Building Code. Each buildings occupant load was calculated using the following occupant load factors: rpaw034 l l l l I I ] ~ I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -14-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 B. rpaw034 Area Queue Waiting Area Auditoriums Lobby Lounges Stages Restaurants Exhibit Rooms Retail Rooms Garage Kitchen Manufacturing Areas Mechanical Rooms Storage Rooms Warehouse Offices Other Areas Occupant Load Factor 3 square feet/person 7 square feet/person 7 square feet/person· 15 square feet/person 1 5 square feet/person 1 5 square feet/person 15 square feet/person 1 5 square feet/person 30 square feet/person 200 square feet/person 200 square feet/person 200 square feet/person 300 square feet/person 300 square feet/person 500 square feet/person 100 square feet/person 1 00 square feet/person See Figures 2 through 12 for the occupant loads for each building and each theme area. Doors were sized at 0.2 inches per person within each structure, with a minimum exit width of 36 inches. Since buildings will be sprinklered, the maximum travel distance to an exit from any location within a building will be 200 feet. Dead ends will not exceed 20 feet beyond an exit. A~2.1 occupancies are required to have a main exit. Auditoriums are required to have side exits on both sides of the auditorium. The main exit is required to be sized such that it is capable of handling half of the buildings occupant load, but the main exits width will not be less than the total required width of all aisles, exit passageways, and stairways leading to the main exit. Side exits are required to be provided on both sides of A-2.1, auditorium occupancies, and each side exit is required to be sized such that the exit is capable of handling one third of the total occupant load. Parkwide Egress Since LEGOLAND is located over 55 acres, pedestrian circulation paths and roadways will be treated as public ways. Perimeter egress will be provided at strategic locations. Evacuation will generally consist of directing guests to areas of remote from an incident. Emergency evacuation plans have been submitted by LEGOL,AND to the Fire Department for approval. ---------------------------------------------- I ~ II I ,: . ,• •, ·' ,'• II .. .. Fire Protection & Life Sat ety Report LEGOLAND, Carlsbad ,•. '.' .·' ~-I . ~ ' •.· .;_ :: .... ..... •' ·, . . ,· ! •' :· .·, .• '.- ·!'. -· .. ... '• :.• ':. . :.' : .: . . . • ! ~ . ·,,. ·.· -15- ;,·,, ... · ... ;· ··.·: •. ·' .. : . ·:-~-. ,_,' ~ : ' I :,•: ···. ;_',\ ' I .. ; .. .,. -., .. • . ' . '~ .. :·, ··-.-·· .-:.~·-.. II.:·, .. .··· .... I ·. . . I : ~ : .. , .. ; ....... > · . _, .: .,,; .··· ~ . ·, . 11 :< ··' .. :: · ... : I ,. . . • : .... ·.·· I II . '~ •,• •. ., •/ I -·· .:. ·:; I.·· I.:. . . .. I:_· ... 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(/) z r-::, : FIGURE 2 I : ·._ May .1 2, 1 9 97 Revised August 5, 1997 SEC Project No. 97002~000 ·,··. ~ .'· .. . . ·,: ,' : .. • .' ., . ·:·· '"·,·.: ,.·. .. _I J ] J J J J J I I. ... I ' .. . \' ~-• .. I.,·_.·· . . . ' . '. '; :. '• .. I --- 1---·- 1· I I- I Fire Protection & Ufe Safety Report LEGOLAND, Carlsbad. . . . ·:-· ··: rpaw034 · . ,····.::! FIGURE 3 May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 .· "O . (1J 0 ...J ,,, ... · .. :· +-' . 0 . . ·._ . . cN,...._,-...00<.0<.0 g_l"n"" C"'> N. :J . (.) _(.) 0 (I) cu 0 . ,. ·. :, .. l } l l l _I l I ] I I ,·· ... " '' I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad rpaw034 -17- . " -.I'.(\ FIGURE 4 ·.·.-·'• ,',,•·. c1) ~ -> .0 C: :§ 0. ::, ·5 0 O'.l May 12, 1997 Revised August 5, 1 997 SEC Project No. 97002-000 ·, .. ::,. ,, ... ' .. :::_:. <I) .... (I) .... ;C -~ ro Cl) (.) (1) (.) C (1) ;C .... "O ro ro ii: a: f-a:. > ·C .S! 0. (I) 0 ro ·c 0 ' .... 0. OJ .... ~ • C: C a: 'iu ::, ro 1/) ro ro 0 :E ~-Cl') u Cl') :E - -a !)) ~ 0 ·w: ~ - ,, G) C :D m m -------~ I.a-I .. -~ ---Furitown Buildin Marthe Coml)lex Brick Brothers Explorers Institute Drivjn_g School LEGO. Play Pavifion· Helico2ter Ride Helicopter. ·: Maintena:nce . ·. · · Mini Driving_ School · Boating School Entrance· · Charging Station Boating · . Maintenance· Driving S_choor Maintenance · Food Cart . ·-. . . ~ ·: ,_i -----· Occup_ant load. ·472 38· · 214- 351 34 . 174- 115 88 30: - r ,, m =.· G) (l) 0 -0 r ... )> ~ z (l) CJ~ 'n g· ~ S20 en r 0--· ~ (ti' U) Cl) -Cl) .... -< :0 Cl) "O 0 ... .... I _. co I (/') m n :D -0 Cl) ... < 0 -· ~-cn Cl) Cl) C') 0.. . .-+ tf ~ ~ • co Cl) co~ -< ...._, .-+ _. 0 CJ1 tv - o., ' N _. _. .· 6coco 0 <O <O 0 -..J -..J I I I I :.· I I I ... I 'I I :1 :I !I 1 • •. 'l--'- I.!, : '. . ·· .. ·· I'. I ... . . , ' ------------------ - . ·'· .. · Fire Protection & Life Safety Report LEGOLAND; Carlsbad .. : ... · .. \· .-··! . . .... "O ro 0 ...I ·-1: ro ; 0. . •' ' :, g 0 ~ C: e. ::, ,· co . Cl) ·-(: .tJ·t .4> '<!) ;: '"O a: 0 .:a g: 1- -· c, ·.s :-a5 ._.u_ ' ., ' ''"Cl '"O (l) :-:: .... .0 ·,:i=_. & c3 o:· 1 · I .'·: .. _;:.··.-. .,,. 1:, ; ..... . ... .rpaw034. -19- .: ',, ) .·,··'·/"\ ~y · FIGURE 6 May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 . •. .. ~ .... .·.·· '. I I I I I ...... · I '· .. .. '' I :I I ·1 ··. I • •. ' ' I ,; ' I .. :I I I ;I i ·1.:: I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad ~. . ' : \· ="· ·A···.· ,. ''I., .· .... "O ro 0 ..J +-' C .. (0 I. Cl. ' :, ' . (.) t> . ·. 0 -,:.'•·. rpaw034 ' : ··. .. · ,, . . · .... ' -20~ FIGURE 7 May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 • s . . . ' . I I I I I I I I 'I 'I 'I 'I ', •.:·· I I I I I I I I Fire Protection & Life Safety Report LEGO LAND, Carlsbad ;. • .... ~. . . . ·· ... . . '•. .._ ..... • ,, f •• ~:- -~· ·.·.·, ··.·. ·-.I: -~ ;, . ·.:< ·:: .. .. ·.·.·. :·.· .-.. ~ ... ~· .. . ~ ·: .. . , ~ •,:··· _: =. _. .... . . ·. ,-~-. . ·.:-.. . . . . The Lagoon Clust~r : ···=··· Buildinti .· • .. ,, .. Occupant Load BoatRide ·• Boat Ride._Maintenance ;·• ', •· . ,: :-:·. rpaw034 . . . 195 . .. . , ... , . ·.····,;• -21- FIGURE 8 May 12, 1997 Revised August 5, 1997 SEC Proj_ect No. 97002-QOO ._;_. . ' . ~: ;. D·· . . .. _ .. --.. . •_·:, ._. .. -~·.: ,: .. ·. -~ . ..: - -a Q) ~ 0 w ~ - .,, G) C :::0 m <.O -_: -- ---- _., .. '~~,' . · .. ::.-· -~ >. --... __ _ ------ ··.· .. ·· ... ._: __ ~--4 .... :-·'":\·.>-., .·.·- · Castle Hill · Buildirt Castle_ Sensory _ Coaster Horse Ride PlaYPavilion, :Royal Pavilion· Tent Ruined. T 1:met Mech Room Food Stand· North Castle Inn Buiiding" Gold Wash ._ .. ! I Robin Hoo.d · - King Guard Entry Wall· lych. -· Gate Breath Taker: Queue F9odStand south-, Occupant load -426- 225 12 14 16 '135 1 •i .. ' 1 l -16 -~-. -- r"T1 m :;· G) Cl) 0 -0 r""' )> ~ z CD CJ u -o· 0:::, !:; rzo (I) r O" -· Ill -Q. CD en Ill -CD .... -< :0 CD "C en m (") :0 '."O CD ... < 0 -· m·(I) (") Cl) ..... a. 0 .... ,-+ 1 l'v l'v ' ~~$ • co Ill co~-< ..._., ......... 0 (.rt I\J 0 ~ -"' _;:. ....,. 6 c.o c.o 0 c.o c.o 0 --.J --.J - I I I I ···· . : . .-· I··,·. <, ·. .. I·· ... · I: I:· .. · '. ' .. . . 1·: ... 1_, .. QJ .... C: 1-(1) '-.(..) C: 0 ·.p ro I\,.: .s ... :Ii) ... .§ I I· I Fire Protection & Life Safety Report LEGOLAND, Carlsbad . "O (0 0 ...I -~ ~ 0. M.· :, . . () () 0 ''.• . ', ·· ..... · .. .N M ('t') . <i> ·, : ··'+-. co u ... . _;: $ _g .. ·,· ., c:: ti (/) ~--.c: U<l> Cl) Cl) .. 0 ~ () >-·.p 0 Ol ..!E ' co C) I-C: C: " . C: .!: . . <1) ·-· ....... ·-·c: (J ·;:::· ;g -~ :? lo :3 11) ~ u: ·EB ir ·3 . _; . rp.aw034. . •,',. -23- •.'• . '.·· .. _';-'. FIGURE 10 May 12, 1997 Revised. August 5, 1997 SEC Project No. 97002-000. ••. ·i-·· ... . ,)' j• • .·.,: •'· .. · . ·.', ·· .. •,'\'· •'1,- .-:· ,: . •,.' . (. I I I I I I I I I I I· I I I I Fi.re Protection & Life Safety Report LEGOLAND, Carlsbad .•·,,,' '·· .. ~ "O . ro •O ..,.J . .., . C: ro a. .::, .·.:, 8 g .. 0 ,.... rpaw034 . : -; :-~: ', .. . •. -24- ,;;. ,: ··: FIGURE 11 ,•, '· ,. May 12; 1997 Revised August 5, 1997 SEC Project No. 97002-000 I I I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -25-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 X. SPECIAL DESIGN CONSIDERATIONS A. 8. rpaw034 Fire Department Access A 24 foot wide fire department access road will be provided that such that it loops the entire park. Gates to the interior of the park from the fire department access road will be provided at each theme area. To mitigate fire department access roads at these buildings, exterior 2 ½ inch standpipes with 1 ½ inch reducers to accommodate small diameter hose will be provided at four interior structures (see Section VII, D). Fire department interaction with LEGOLAND personnel for inner-park procedures will be coordinated by LEGOLAND Carlsbad, Inc. operations department. This interaction will include emergency medical and fire response procedures. · Amusement Buildings An amusement building is a building or a portion thereof, temporary or permanent, used for entertainment or educational purposes which contains a system which transports passengers or provides a walkway through a course so arranged that the required exits are not apparent due to theatrical distractions, or are disguised or not readily available due to the method of transportation through the building or structure. Amusement buildings require special consideration and increased protection as required by Section 408 of the CBC. At LEGOLAND, there are two buildings which qualify as amusement buildings, The Explorer's Institute and the Castle Sensory Coaster. Both structures are required to have an automatic fire suppression system smoke detection system, and ,an alarm system installed throughout the buildings. In areas where ambient conditions may cause a smoke detection system to alarm, an approved alternate type of automatic detector is required to be installed. Activation of a smoke detector, automatic sprinkler system or other automatic fire detection device will cause an alarm to sound at a constantly supervised location in the building from which manual operation of sounds, special effects, directional exit marking and exit illumination may be initiated. The activation of two or more smoke detectors, a single smoke detector monitored by an alarm verification zone, the automatic sprinkler system or other approved automatic fire detection device will automatically stop confusing sounds a.nd visual effects, activate exit marking, and cause illumination of the exit path. In addition, a public address system which is I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -26-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 C. D. E. rpaw034 audible throughout the amusement will be provided in the Explorer's Institute and Castle Sensory Coaster. Membrane Structures Throughout LEGOLAND there are several structures used for the purpose of shading visitors. The majority of these structures have a membranous covering. Membrane structures are classified as Type V-N construction. Those membrane structures made of non-combustible materials may be classified as Type 11-N construction. All membrane structures will be of either non-combustible material or flame retardant material. All membrane structures will conform to all other aspects of this report with the exception of sprinkler protection. All detached membrane structures will not be provided with sprinkler protection, while all membrane structures attached to other buildings will be provided with a fully automatic sprinkler system. Factory Tour The factory tour is an exhibit and will be classified as an A-3 occupancy. LEGO bricks will not be made within the structure. Instead, a mock up of a LEGO Factory's operation will be designed and operated. This exhibit will include electrical equipment, but no blocks will be created and no hazardous materials, other than those necessary for machine operation, and LEGO blocks used for display purposes, will be present within the structure. Hazardous Materials The use of hazardous materials will be limited to amounts necessary for normal cleaning and maintenance. It is not anticipated that exempt amounts will be exceeded. The LEGOLAND Carlsbad park will not include any hazardous occupancies. The following list of exempt amounts will not be exceeded. 1. Flammable and Combustible Liquids Quantities shall not exceed those listed in Table 1 I I I I I I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -27-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 rpaw034 Table 1 (UFC Table 7902.5-A) Exempt Amounts of Flammable and Combustible Liquids Maximum Quantities Stored Per Control Area 1•2•3 Exempt Amount (gallons) Type of Liquid x3.785 for L Flammable Class I-A 60 Class 1-B 120 Class 1-C 180 Combination 1-A, 1-8, 1-C 2403 Combustible Class II 240 Class Ill-A 660 Class 111-B 264004 1Control areas shall be separated from each other by not less than a one~hour fire-resistive occupancy separation. The number of control areas within a building used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Sections 204 and 8001.8.2. 20uantities are allowed to be increased 100 percent when stored in approved storage cabinets. When Footnote 3 applies, the increase for each footnote is allowed. 3Combinations shall not contain more than the exempt amounts of any individual class. 4Quantities permitted in a building equipped with an approved automatic sprinkler system are not limited, Quantities shall not exceed those listed in Table 2 for open systems and areas for dispensing and mixing of flammable and combustible liquids. I I 1, 1, 11 1, 1, 11 11 11 11 11 I II Fire Protection & Life Safety Report LEGOLAND, Carlsbad -28-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 rpaw034 Table 2 (UFC Table 7903.2-B, modified) Exempt amounts for use, dispensing and mixing of flammable and combustible liquids -maximum quantities per control area. 1•2 QUANTITY (gallons) *3.785 for L CLASS OF LIQUID Use -Open, Dispensing and Mixing 3• 4 Flammable Class 1-A 20 Class 1-B 30 Class 1-C 40 Combination class I-A, 1-B and 1-C 605 Combustible Class II 60 Class Ill-A 160 Class 111-B 6,6006 1Control areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Sections 204 and 8001.8.2. 2Special conditions may be imposed by the chief regarding locations, types of containers, dispensing units, fire-control measure and other factors involving fire safety. 3The use of Class I, II and Ill-A liquids for cleaning, including the allowance of increased quantities in listed and approved remote reservoir parts-cleaning machines, shall be in accordance with Section 7903.2.2 4The amounts in use shall be considered as contributing to the exempt amounts for storage in accordance with Section 7902.5.7 .. 5Containing not more than the exempt amounts of each individual class. 6The quantities allowed in a sprinklered building are not limited. I I I I I I !I I I I I I I I I I I I I Fire Protection & Ufe Safety Report LEGOLAND, Carlsbad -29-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 rpaw034 2. Toxic and Highly Toxic Compressed Gases 3. a. b. C. General Exempt amounts in storage: Solids Liquids Gas Toxic 5001b 5001b 81 0 cubic feet i. Quantities may be increased 100 percent when stored · in an approved storage cabinet, gas cabinets or exhausted enclosures. Group A Occupancies: Cylinders not exceeding 20 cubic feet at normal temperature and pressure are allowed within gas cabinets or fume hoods. Total quantities not to exceed those listed in ( i ). Group B, F, M and S occupancies: Classrooms of Group B occupancies may contain cylinders not exceeding 20 cubic feet at normal temperature and pressure when stored n gas cabinets or fume hoods. Total quantity not to exceed that in (i). In offices and retail sales of Group B, F, M, or S occupancies toxic and highly toxic compressed gases may not be stored. Flammable and oxidizing gases a. General Exempt amounts in storage: Flammable gas gaseous liquefied Oxidizer gas gaseous liquefied 30 lbs 1 15 lbs. ~ 1500 cubic feet 1 1500 cubic feet i. Quantities may be increased 100 percent when stored in approved storage cabinets, gas cabinets or exhaust enclosure. I I I I I I I I I I I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad ~30-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 4. 5. 6. rpaw034 ii. Group A, B, F, M and S occupancies: Except for cylinders not exceeding 250 cubic feet at normal temperature and pressure used for maintenance, patient care or operation of equipment, flammable and oxidizing gases shall not be stored or used in Group A occupancies. Total stored quantities which exceed those listed in ( i ) are not exempt from further code applications. Carcinogens Any substance that causes the development of cancerous growths in living tissue is considered a carcinogen. Exempt amounts of carcinogens are: a. Solid -5000Ibs b. Liquid -500 gallons c. Gas -810 cubic feet *Quantity may be increased 100 percent when stored in approved storage cabinets or exhausted enclosures. Corrosives Any chemical that causes visible destruction of; or irreversible alterations in, living tissue by chemical action at the site of contact. Exempt amounts of corrosives are: a. b. c. Solid -5000 lbs Liquid -500 gallons Gas -81 O cubit feet* *Quantity may be increased 100 percent when stored in approved storage cabinets or exhausted enclosures. Irritants A non corrosive chemical which causes reversible inflammatory effect on living tissue by chemical action at the site of contact. Exempt amounts of irritants are: a. Solid -5000 lbs · b. . Liquid -500 gallons c. Gas -810 cubic feet* *Quantity may be increased 100 percent when stored in approved storage cabinets or exhausted enclosures. I I I I I I I I I I II , I I I I Fire Protection & Life Safety Report LEGOLAND, Carlsbad -31-May 12, 1997 Revised August 5, 1997 SEC Project No. 97002-000 F. Sincerely, Storage Storage will not be piled higher than twelve feet, and no high hazard material will be stored above six feet at LEGOLAND. Thus, no high piled storage areas will occur at LEGOLAND and require special fire protection. SCHIRMER ENGINGEERING CORPORATION Prepared by: Reviewed by: rpaw034 AUG-01-97 FRI 08:41 CITY OF CARLSBAD COMM DE FAX NO; , 4380894 P, 0·3 NON-RESIDENTIAL CE:.RTI.FICATE: Non-Residentb;d t~nd Owner. please read th!s opucn caref'-!IIY and be sure you throughly ~nderstand the options before ~ignin~ .. The ~pti~n yo~ choe1se will affect your payment of ttie develop~d Speq~l T~ assessed ~n y9ur p~op~~-~rs option ·~ ~~!able _o~ly ':'t fhe time of the first bulding permit issuance. Pr:o~erty owner si9nature 1s required_ b~fore a ~u1lding permit will be issued. Your signature is .confirming the accµracy of all parcel and ownership information shown. Name 0f Owner Telephone \ LGG.o. Address Project Ad.dress Carlsbad City . State Zip Code City _?-\ \ -. t ~o ,.. (!)', 0,p _ Assessor's F'arcel N1.,1mber; or APNalid. Lot"Number if n_otyet subdivided. · . 9 ~, ~ ''l..:1 \ 1-:, f3uilding Permit Number ,· CA State Zip Code ~ cited by Ordinance No. NS,;155 and.adopted by th.e City Council of the City c,f Garlsbad, California, the City is authorized 1o levy a special Tax. in Community Facilities,district No. 1. AIi nor,-resdential property, upon the issuance of the fin;t bulding permit; shall have the option to (1) pay the SPECIAl.,.01:VELOPMENT TAX ONE· TIMI! or (2) assume the ANNUAL SPECIALTAX -DEVELOPED PROPERn' for-a p~riod not to exceed twenty- five (25) years. Please indicate yo.1.1r choice by iniul:iling th.e appropri~te li11e below: OPTION (1): I elect to pay the SPECIAL DEVELOPMENT TAX ONE;TIIVIE now, asa orie-time payment Amount of Ooe-1ime Special-Tax: $. J t, ~ 1 'i , . . Owner's lnitiaJs , · · .. · OPTION (2): I elect to pay the SPECIAL OEVE~OPMENT TAX ANNUALLY fpr aperiod not to exceed twenty-five (25) yea~. Maximum Annual Special T;a,c: $ 9 1 $8'.:L .. . OWner Initials~-- (/ )-::i • • • • • I DO HEREBY CER11FY UNOeR PENAL TY OF Pe~JURY THAT THE UNOERSIGNEO IS THE P.ROPE;RTY OWNl;R OF THE Sl.,ISjECT PROPERTY AND 'THAT l UN01=~$TANO ANO WILL COMPLY WITH THE PROVISIONS AS.STATEO ABOVE. Signature of Prop~~ Title Print Name .Date · / · • The City of Carlsbad has not indeperidenliy verified.1he inforrnaticn shown above. Therefore, we accept no responsibility as to 1he accura~ or comp\eten~ss of thisJnfcrma'\ion. · NON-RESIDeNTIAL CERTIFICATE i r l C . AUG-01-87 FRI 08:42 CITY OF CARLSBAD' ,COMM DE. PAX NO. 4380894 P, 05 NON-RESIDENTIAL CERTIFICAfE: Non-R~sideotial Land-Own~r. please read th~s option carefully and be sure you throughly ~m:!erstand the options before signing .. The ~ption yo~. ch90se Will affect your payment cf the developed Spec:1aJ Tax assessed on your prClperty, This optiQnls-~v~1lable o~ly ':1t tt,e time of itle first b\.ilding permit i~ce, Property owner s(gtlature: is required before a building permit Will be issued. Your signature is confirmin$J the accuracy of ail parcel and ownership information shown. Name of Owner Telephone ~-~-o_o __ A_V_E_f.J_i_.,Q'--!.A.!.-...·='=.:.--N_G_(_;_tJ-"-:ft~· s,....i, ..... s_o...;.ht (3 o --1,,_.=L::.;:c;...G.;;;;.....;;;O;__ __ ()~··~--"--"--L-=----- Addrezs . . Project Address .·· e,4 Carisbad .. CA 92008 City tip Code City ·state Zip Cede Assessor's Pareel Ntimber1 or .APN and LQtNumb'er if hot yet subdivided. Building Permit Number · As cited by Ordinance No. NS-155 anq adopt~d by the Cify·Coundl of the; City of Carlsbad. -California, the City is aUTJ'lcrized tc levy a spec:iaf,Tax in Community Fac;ilitie::s distriet No. 1. All n0n.-residential property, upon the issuance of the first bulding .permit, snall have the ·op~~n to { 1) pay·ttte SPECIAL. OEVELOF'MENT TAX ONE- TIME or (2) assume 1he ANNUAL SPECIAL TAX· 05\/ELOPED PROPERTYJor a p~riod not to exceed twenty- five (25} years. Please;indicate your c:hoice by -initialing the apptopriat~ line below: OPTION (1): I e·lect to pay the SPECIAL OEVELOPMENTTAx ONE-1iME npw, as.a one-time payment A~o 1 unt of Orte-Ti.me Special Tax: $ __ , L.t·½\ 1 (pe'{ . . owner's lnitias.____ · OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a p~riod not to exceed tw~nty-fiye (25) yes;irs. Maximum Annti~I Special Tax:$ . , . \' 0 ·., . Owner lniti~ls ~ . . · 1· ~ · · · · V • . I 00 HERESY CERTIFY:UNDER PENALTY OF PERJURY THAT THE UNOER.SIGN!!O IS THE P.ROF>ERTY OWNER OF THE SUBJeCT PROPERTY AND THAT I UNDERSTAND AND WILL. cOMPL y WITH 'THE PROVISION$ AS STATED ABOVE. . . . . Signature of P~ owner Title Print Name The City of C~rlsbad has not inr:iepe11dently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completen"s of this information. NON-RESIDENTIAL CERTIFICATE ' ' . AOG~Ol-97 FRI oa:42 CITY OF CARLSBAD COMM DE FAX NC ·4380894 P, 07 NON-RESIDENTIAL CERTIFICATE:. Non--Residerroal_·Land Owner. please read th~s option carefully and be sure you throughly ~ndel'Stilod the opti~ris before saning .. The ~pti~n yo~ choose will affectyourpaymentof1he developed Specr~I Tax ~ssessed °." yourp~ope~. Ttns option 1s~~lable o~ly ~t the time ofttle first b.ilcling permitissuanc~. Propertyowner S.rgnatur~ IS required before a building· permit WIii be issued. Your signature is confirming the ac.c1.1racy pf all parcel and. oWnership information· shown. Name of Owner ~ 't .. i;boo 1:}VlfA11DA fkJCtJVl+S ( su,rb l\3 p Address · · . c 1~J.$€,A::D City State Zip Code --z._\ ~ -\:-O_o :-'?'\ ·oo Telephone \_ L(f,~o Prc:ijecfAddi'ess Carlsbad. City CA State Assessor's Parcel Number, or APN and l.,.ot Number if not yefsubdivideq .. Building Permit Number . . 9200~ Zip Code As cited by Ordinance No. NS-155andadopt~d by the:City Couh~I of the City of cartsllad, C~lifomia·, the City is authorized to levy a. spedal 'Tax in Community Facilities,,district Ne. 1. All non-resf{iential-property, upon the issuance cf 1he first bLilding permit, shall have. the -option tc (1} pay the SPECIAL DEVELOPMENT TAX, ONE- 11ME or (2) assume the ANNUAL SPECIAL TAX-OEVELOPl:i:;>·PROPERTYJor ~ period net to exceed twenty- five (25) years. Please indicate your choice by initialing the appropriate line below:· OPTION (1): I _elect to .pay the SPECIAL DF.;~ELOPMENT TAX ONE-11M£ow, 8$ a one-time payment A~01,1nt of One-Time Special Tax: $ . ] I. ¼ .. : . . OWner's Initials _ . . . . OPTION {2)'. I elect to pay .. the SPECIAL 01:VELOPMENT TAX ANNUALl Y for a _pertod not to exceed tw~~ye""'-l,laidmum Al'niu,,J Special T"": $ . I I c,03 · . . OWner Initials · . . • · . . . .. I 00 HERESY CERTIFY UNDER PENAL.TI OF PERJURY TI-IAT THE UNOERSIGNEO IS THE PROPERTY OWNER OF THE SUBJ~CT PROPERTY ANO THAT I UNDERSTAND ANO \NILi.-COMPLY WITH THe PROVISIONS AS STATED ABOVE. SignatureofP~Owner° Title Print Name The City of Carlsbad has not ihdepenqenttyverified the information.shown above. Tlierefcre, we accept no responsibility as to the accuracy .or completeness-of this information. NON-RESIDENTIAL CERtlFICATE i I I l ,. ~UG-01-97 FRI oa:43 CITY OF CARLSBAD COMM DE .FAX NG, 4380894 P. 09 NON--RESIDENTIAL CERTIFICATE.~ ·N,;in-Residential I.and ·owner, plea$e read this option carefully and be sure ycu·thrc,ughly understand the options before. :3ignin~. _ The ~pti~n yo~ choose will affect your payment cf the developed Special Tax assessed ~n your p~op~~--This option 1s ~v~lable o~ly ~t the 1ime of the first bt.ilding .. perrnit:issuanc;e. -Property cWner eignature 1s required before a buIld1ng permit will be issued. Yaur signature is.confirming the accuracy cf all parcel and ownership information shown. L~6oc.,vt1vo e-sTftTt=:3 fr&: . Name of Owner . Telephone ~5.;..,bq_o_;Pr___,.;Vt,;...N_._\ ..... O __ A_€ ___ N __ e_c __ Altl:-$. __ .. ___ ,--t-{-5V~{-·7t13o__,.._\.......,_,-L ..... f-:-"6"--0_. __ D_.~~_w_L ___ _ Address · . Pr0ject Address -=0 __ MLIJ:. _____ t=p ___ r-t-__ O ___ ...,.....----:&,:=<· ....,· ________ q...,.· __ 2;.b ___ -_.()..,..)f .... C .... an ___ s_ila_d_: ........,....,... __ C_A ____ 9_:2_00_8--:- City State -Zip Code · City State Zip Code Assessor's Parcel. Nurriber, or APN arid Let N1,,unber if not-yet.subdivided. Building Permit Number As cited byOrdinanee No.NS.155 ahd adopted.by the City·Council-of the City of Carlsbad, Califorriia,·the City is authorized to levy a speoal Tax in Community Faciliti~s-distric:t Ne. 1, All-non-residentic;1I property, upon the issuance of the first bl.llding: permit, $all ·have the Qption to (1:} pay the SPECiAL _OEVELOPMENT TAX ONE- TIME rs (2) assume the ANNUAL SPECIAL. TAX -OEVELOPEC PROPERTY for a. period not to exceed twenty- five (25) years. Please iridi~e your choice·'byinitialing·the apprqpri~te line below: OPTION {1}: I elect to pay the SPECIAL. DEVE:LOPMENT TAX ONE~ TIME n.o~ as a one-time ~yment Amoµnt of One-Time Special Tax: $. · . _ . °?), 8,S:, · . Owner's lni~als. _. · -· OPTION {2): I eleet to pay the SP!:CIAL DEVELOPMENT TAX ANNUALL.Y for a period not to exceed twenty-five (2$)'}•ear-i>. Maxi'rru,1ro Annual Special Tax: $ . . £ S . · . . Owner lrntials P'~. • · l DO HEREBY CERTIFY UNDER· PENAL tY OF PERJURY THAT THE -UNDERSIGNEO IS Tl:iE ~~OPERTY OWNeR OF THE SUBJE:CT PROPERTY AND iHAT I UNDERSTAND AND WILL COMPLY WliH THE PROVISIONS AS STATEC> AS.OVe. Signature of Prop~$'wner • · · · Title Print Name . Date· !7' The City of Cartsbati has not inQependently verified ihe information shown above. Therefore, we accept no responsibility~ to the accuracy or completeness of this information. NON-RESIDENTIAL CERTIFICATE r i. I I CITY OF CARLSBAD-COMM DE FAX NO. 4380894 P, 12 CERTIFICATE OF COMPLIANCE CITY OF CARLSBAD · Plan Cheek No. 97 ... / '-t:S-q ::. . COMMUNITY DEVELOPMENT 2075 LA$ PALMAS DR., CARLSBAD, CA 9.200.9 (.619) 438-11 61 . · .• ,r ~ .-.._ I, l ' i This form shall be used to d~terrnine the amount of school fe~s for a pr:oj.ect and to verify that the project I applicant has complied with the school .fee requirements. No building perrttit.s for the projects shall be .. issued until the certification is signed by the ·appropriate school district and ·returned to the City of Carlsbad Building Department. · · · · · · SCHOOL DfSTRICT: 4 Carlsbad Unified 801 Pine Avenue Carlsbad CA 92009 (434-0661) Encinitas Union --101 South Rancho Sant(:\ Fe Rd. Encinitas CA 92024 .(944-4300) San Marcos Unified , . --1290 West. San Marcos Blvd. -,-_ , . San Marcos CA 92024 (744iff~~ -'-----. San Die~u!to Union High Sch9,~( · 710 Encinitas Boulevard :.~:· , . ~ • "' t Encinitas CA 92024 (753-64~1} . Project Applicant: Project Address: l ~-, ~ ' ,,___;;;;;L;.....€_,_c_L~A'-·ND ___ ·__,_ .. ~_·. ___ r_fs.. ..... ~-,,;;:;:c!=--· ----b= .. __ N.:....;:C...=-_;....._,,.:-· 1 APN: iJ.L-foo -cl~,· I . ., L GC,O .flJt..(iJe.:_. {(.:/\~ RESIDENTIAL: SQ. FT. of living area _........., 1 .---------number of dwelling units _____ -:~_1:_;t SQ. FT. of covered area · SQ.. FT. of g~rage area ____ ....__ CPrOepMaMreEdRbCylA_U_l_N_D_,.U_S,....T_R_IA_L_: -SQ__,· _· FT ___ • -A---R'-EA_ .. _.'f...... .,..h_'s __ ·..,..C,_8_·'--.. _· ·.C O, 3C> • ·[_~_(_7 Date------~-----------'}'")'." . ;,. .~ . --------------------------'-,--------..---------~----,.---·.la'--~·· FE~ CERTIFICATION · r~o be completed by :the School· District) Applicant has complied :with fee reqµirement ur:tder Govemment Code 53080 __ Project is subject to a11 existing fee agreement __ Project is ex1;3mpt from Government Code 53080 _ .Final Map approval and construction started befo.re September 1, 1986. (other school fees paid). · · · __ Other -----------:-,..--------,,..----------------_;,..,.-,------------. ._.. School District Offidal J. ff. Bfair Assistant -Supt. · i'itle Date ,_ ,·· ........ -:~;··:::~~{. J j 11: ~ \\ fl i'.l I t i'· . f } t J i '• I I !l' '11,~ . ;9) ' \ \ i ,, l ·, /4:Jo ~i-d?v~ {µ11.--V'A:rAJ fS' ?yrq,/ _ /t&.p--,~s ( fz.1 5/;<Ube,,:;_tc,,; \ C, ('3(11 -. ~ t . io .ts, ,r z 'f' £' o/111 p ,t I t1.d<4p,.. iJda, (. Cv; h,,.,,_,. (oui,,., rl,,.r{ /? /4,4 5 £ . 7?/4;,,, (!}on) f <j/4,p Ii; /lof o/-/u&., /s. ~ f.,.,,,, fr~ p-,,.,IC (74,,,, 5 /' ·, ' l 4 6'n;.{c/ro/ £<:;MP 1c 1 ? ~_,,.., tldd ;-, 0/ :t:.Mv '( t1hkv /vK ,p/4r.. 5 fS Fi;.,, £f n<f'r1, f 171tr. l}da.;/,. w( £,"-<v' ( a,.le..,, j?~vlC ,,o f,;11_5 l' /f': r A; Cl -C:Ot-(-5 rza-~( 5tvad Ci/6.6,, W.ii}f :tf111P 1't ?cul<~ ~~ ·.. 10 --:7 r,R., I -,/ I • (_ (0/, J '; z_. Cffl,7-;e_e,,,,..,d £,,;;~ zt-( t~,-o ~ /G:" ('f''L-£, c,ty ·.:.:.6 bfr(<c'!-<1-,M o/'7/f70 APPROVALS Date f/J/Jisuilding ____ Planning ___ Engineering ____ fire -----Coastal ____ Health ----Assoc. ·, ~~- . ; a1/· :11ft 7-r:veo/J'J . r:,,,__ ' 1 , \ r 1 ,. U(tW"' t5 ' . I, l\lc:: S-'b""".,J--,N ~ t ~, "'i ' ½, 1 r , -------~ DATES J 11 f, 1' \ . '(({11 fl>1\t~ '1.., 7rufi 7 -C?-h1 · -, r.,,fq 7-hk,(f .. Jh ~ r [11,es ~ '""ff> ... .,.. ,. .,. -,-\< \• IY'/' * ,·,\<-t :'t , '~' I ; -..~, ! ,,,,'.,;.' ,!:, ·~ ....... _ _,.,_,,~- I .)'•· ··~~ ·_,' \ ~> [· ,,:, ' .~ '' '.;, ¼,, ::,:. :--~ ~nt ' From Amlll:Ant I J,'.' ,, HAZMATFORM INOWASTEAPP SCHOOLFEE FOFill PI.AHCORR ENGRGCORR BUSLIC WCOMP FIREPLANS A~1SESSOR Pl.ANS COFO --,("':' • \ • > r -,', :--.;--~-::v,-:-:;-~~~~~•I'( .;' ,-1. ,· ,',1 , I . .1 '. \!_: ~· ','.; •'{ ' .. ~ ~; •:,•,:'' '-,~~ t~,:::.-;. ',,•,,,.....: ... ~'...::.::.·~~~~~-~--~-~~:..;..,,.:,.'.."_,:..~...::::....:~-A-," 'l ~ \,. • ~ ,-) ..... ,. ___ ...,.._,.. B U I L D I N G P E R M I 'I' PCR No: PCR97055 Pr~j:ect No: A96,03436 Pevelo:pment· No: Fj.305001 04/16/98 16: 27 .· Page 1 of 1 · ·Job Adare:s s : 1 LEGO DR Permit Type: PLAN CHECK REVISION Parcel No: 211-022-16-0-0 .Suite: Lot#: Valua·tion: 0 Construction Type: VN : Occupancy_ Group·: Referenc:e#.: P,escription: REVISE ELECTRICAL DRAWINGS : ORIG. PLAN CHECK CB-97-1456 310 453-0100 \ CITY ·oF CARLSBAD ~\ · 2075 µs Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 · Status: Applied: Apr/Issue: Ehtered By: ';t$SU.ED- 09/10/97 · _ ·04/16/98 MDP '. :_ -. -----. ..,_..., EsGU Corporation 'l.n Partnersfi.ip wit!,. {jovemme.nt for 'lJuifaing Safetg DATE:· .4/3/98_, JURISDICTl()N: Carlsbad PLAN CHECK NO.: 97-1456, PCR 97-55 PROJECT ADDRESS: Lego1and SET:I · D APPLICANT ~ D PLAN REVIEWER D FILE PROJECT NAME: Revised Parkwide High Voltage Loop and Substation Layout ~ The plans transmitted .herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~c;;'"" (<.5Yv\f1-RK..s'1 Bs Lo0 _ 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 idE;mtified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to·forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applic~nt that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: Fax#: Mail Telephone Fax In Person ~ REMARKS: I kept the·copy of plans at EsGil for reference. (OK'd p~r Mike Peterson) By: Eric Jensen Esgil Corporation D GA D CM D EJ D PC Enclosures: 3/26/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation Professiona( Pfan-!l(_eview 'Engineers DATE: December 19, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-1456 REV PROJECT ADDRESS: LEGOLAND PROJECT NAME: Electrical Revisions SET: II Parkwide Loop D APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially.comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and 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: faxed to HOK Architecture (310) 453-2052 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: PCR 97 -55 By: Kurt Culver Enclosures: Esgil Corporation 0 GA 0 CM ~ E.J 0 PC 12/8/97 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + S~ Diego, California 9:?123 + (619) 560-1468 + Fax (619) 560-1576 I - _ _____J Carlsbad 97-1456 REV II December 19, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: LEGOLAND DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/8/97 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN 'CHECK NO.: 97-1456 REV SET: II. DATE RECHECK COMPLETED: Dece~ber 19, 1997 This plan review is limited to the technical requirements contained in. the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code; National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building. Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items Hsted need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of .two ways: 1. Deliver all corrected sets of plans and calculations/reports directly.to the City of Carlsbad Building Department, 2075 Las Palnias Drive, Carlsbad, CA 9-2009, (619) 438-1.161. 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, (619) 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 B. To facilitate rechec~ing, please identify,: next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. .The original correction number has been given for your reference. ·1n case you did not keep a copy of the prior correction list; we ·have enclosed those pages containing the outstanding correction$. Please contact me if you have any questions regarding these items. ' D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? OYes DNo ' ,:,_ •J' Carlsbad 97-1456 REV II December 19, 1997 8. Where more than one feeder (including different systems) supply a building, detail the following: A. Building disconnecting means, maximum six handle throws, "grouped". NEC 225-8. B. The building grounding system: show all available electrodes, cold water bond connection, to all panelboards where necessary. NEC 250-24, 250-54. Sheet E202 has the proper signage, noting that both ELP1 and MDBA both require building disconnecting means signage (However, the wording description should include _ of __ notation) However the signage notation is totally missing from the Maintenance and Storage building, sheet E207. All building disconnecting means are required to be connected to the electrode system for their respective building: Sheet 1::207, EPP1 and EPG2 are both required to be connected to the building electrode system. This should t.>e shown on the floorplan and single line drawings. (Same correction for sheet E202, Service and Administration Building.). (Note 14 has been ad~ed to sheet E207: Does the Fire Department know that there are two emergency shut-off systems to the building?) The main substation "SSI" references "Note 3" for grounding, same as the various distribution boards shown on the single line diagram. "Ground conductor" is vague electrically, does it mean grounded or grounding? Note: SSI is GFP protected, the neutral bonding or nQt bonding should' be clear at each distribution board. 10. Sheet E501 and Sheet E201 are not consistent: The note at the top of E501 shows (5) 4" conduits to "SSI", however the main disconnect .is not shown. Please clarify your terminology to clearly show that the 5 (4") conduits are run from "T1" to the 1600 ampere main disconnecting section, not to the distribution system. The "ParJ<wide Loop" set, (marked an ancient. 10/28 on my set) does not match MSS on E201 for service overcurrent device sizing. (MSS1 and MSS2) 21. Describe the wiring methods for the "Maintenance and Storage Building". This building requires detailed description for the various occupancies: carpenter's shop, dust collection room, model repair, and the maintenance workshop. The note is not complete, I think the word "No" was missed. + PLAN REVIEWER: Eric Jensen Note: If you have any questit>ns regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. , L - J!! ., Cl C: C: C: ., ., "' ii:. ii:. ii:. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST /JcJ< q,-SS' Plan Check No. CB 97-1':/S'G Planner Lloa Ne.{J APN: '2..//-022..---IG Address _____________ _ Phone (619) 438-11 61, extension 4/<t'l/,C . ;(SV"'1!!'4 l!!Uil::nt tc,4L ~ . Type of ProJect and Use: &e §«iiev,c~ Project Dens1ty: __ .:....;M2.?1.;_~..:...----- Zoning: c,...-r-,9 Gene~lan: -r,.-~ Facilities Management Zone: 13 CFD/{inA-ut\ # I Date of participation:/2-2/-23'. Remaining net dev acres: N'/cl: ~·one (For non-residential development: Type of land used created by this permit: _________________ _;__ __ ) Legend: [gj Item Complete ~ Item Incomplete -Needs your action Environmental Review Required: YES NO TYPE ---- DATE OF COMf1LETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ----------------------- ~ n D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. l_ lnclusionary Housing Fee required: YES __ NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO (Enter CB#; UACT; NEXT12; Construct housing Y/N; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Interior Side: • Street Side: Rear: Required Required Required Required Shown --------------Shown --------------Shown --------------Shown -------------- ~~D 2. Accessory structure setbacks: Front: Required Shown )ir~o )z[9ll D :t&~o @~o --------------Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown -------Structure separation: Required -------Shown ------- 3. Lot Coverage: Required -------Shown ------- 4. Height: Required -------Shown ------- 5. Parking: Spaces Required -------Shown ------- Guest Spaces Required -------Shown ------- Additional Comments fh,u;c/e CJ_ c{e;j,,,,i I fvc Ax±vre ~~i.[)Yl_eifzons I( (&llo.cd) canol T (POlf'b ~ Lot: Lt# /Jal&) 1no/104±7t"(J 7 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER .... ~- 97156 City of CarJsbad -___ ~ _ _~ _ · Fire Depar-tment • eu·.reao of Prevention Plan Review: Requirem(!]nts Category: Date of Report: Wednesday, Ap~il 1 '. 1998 _ Contact Name Kyoko Ada~hi Address 16~5 26Th_ St Santa Monica CA 90404 --' - Building Plan Che.ck Reviewed by: City, State Bldg. Dept. No. PCR97-5·5 _ Planning No. st>P9~~1_4 Job Name Lego/Admin #t I . f'\i;;a Ar-A k-c_ I . Job Address 1 Lego Ste. or Bldg. No. _D_r ---~ ~ Approved -The item you have submitted for review has been approved. "the approval is_ based on plans·; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, mLlst be reviewed by thi~ office to insure continued conformance with applicable codes. Please review carefully all commeAts attached, as failure to compJy with instructions in this report can result ih suspension of permit to construct or instalJ-improvements. D Disapproved -Please see the attached report of deficiencies. Please rnake corrections to plans or specifications necessary to indicate compliance with applicable codes and standards .. Submit corrected plans and/or specifications to this office for review. · For Fire Department Use Only _ Review 1st'------2nd~--~-3rd~---- Other Agency ID CFD Job# __ 97_1_5_6 __ File#_~-~ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ~T~DID E HELLMUTH, OBATA + KASSABAUM, INC. Memorandum 1655 26th Street, Suite 200, Santa Monica, California 90404 Voice 3104530100 Fax3104532052 Project Date Project Number File Attention From Mike Peterson,, Carlsbad Planning and Community Development Christopher Rooney, AIA Legoland Carlsbad, Inc. January 28, 1998 96.0634.00 Lld Regarding Administration Building T.I. & Electrical Plans, Bulletins# 13A & 13B Copies To Kirk Rose HOK/LA, Gaston Laguna HOK/LA, Kyoko Adachi HOK/LA, Martin Zurauskas Lego, Bill Mike, These are the Tenant Improvement and Electrical drawings for the Administratioq. Building Plan Check no. 97-1456. Please proceed with the review of these drawings. We appreciate your continuing support and assistance in processing this building. This package includes Tenant Improvement & Electrical drawings as indicated on. the attached sheet index. No shell permit is being requested for this building. The following items are. included with this package: 3 sets of blueline Tenant Improvement drawings, Bulletin# 13A 3 sets of blueline Electrical drawings, Bulietin # 13B Please proceed with reviews as required. Sincerely, Christoph rRooney,~ · LEGoiA~o CARL..58AP Bulletin 13A Date Issued : 11/ 4/97 BULLETIN DESCRIPTION CONTINUATION SHEET ~JI~ -::;:F-Aw1Qt;s Cl~P. ·;c · !7·<tl (?:7X'r'Z) ~w,~s r;:cy-e~ c5M~t SH f...1-eTI N ~ l ~ -----·--.:'-"" ... ~\ .... ACOC ·f!JO ·. /2~0/ ~AJ/1-/'o IN~ A ,Ztlo/ . oo . /7 oo t. / ~-#'~ 1VC? d.5 ~ /N~..df'rtoA/. ;, ~ "!;. tJO · A t'<J ~. ~ Ge.vae.A 1-#Cic~ ~ I H~.ArttoN. AV'5-QO · .,~cJOZ-~ b&lle~f--Pthl ~5 ~ t,.~e#PS A w;.. oo . A, <J <2<:f. ~ OISAO Uci,J ,,-'jaE-ss /}Jr-Otfl.MA rtal\J A ~a-;. '7(). ~ z~e;. I p..;QO'!-P!.A-N . A ,zo '5. 00 · A1,0tt;. Z f-;,t~IJ 11H/Ze-F~· l"1 ,Z0'5. 00 ·A.~'?-°5 'f?)Nt:re. £? cJ'/G/4'~· ~- A 'Z:;5 · oo · ri"ZI~ eNt-A14:,~ ?~.S. A ,:.or .. oa · AZtt-'7 '(<-e?~e--1~ ~t::-1~1!% tb'~ A "U)--:; . ()O • Au I JAJ/ri,;'--Ff NI S'/1 r' u'tN ,, ,z~i-co·A~-Z. rucr. r!NtsM Pvtrl A "2,o~-CO -~7oz.. '!N7~~ e:_,e,v/fTl,oNS rj ~;· 00 ·1'"17oz. / rNTe~,,.;,0((-~VA.Tv=:1--1..r. A oco . CJO .. ~ 70'3 1)/At,L. TY?'t;S ~ "VJ~· oo · rt7olf 1~!2-t.o(Z-Pef'r/l-S Lucci & 5issociates, Inc. Cor;isulting E~ectrical Engineers LETTER OF TRANSMITTAL Date: Januruy 26, 1998 To: Chris Rooney HOK I Legoland Jobsite 5342 Armada Drive Carlsbad, CA 92008 (760) 804-8355 ext. 103 WE ARE SENDING YOU [x] Attached VIA: []Reg.Mail [x] Fed.Ex L&A Project N2: 97-960A Project: [ ] Under separate cover [ ] Hand Delivery [ ] Courier Legoland Carlsbad Service/Administration [ ] California Overnight TI-IE FOLLOWING ITEMS: [ J Shop drawings [x] Bluelines [x] Vellums [ ] Specifications [] Copy ofletter [] Change order [x]---B=u=Il=etin=' ---=13,_,5_""---------~------ ANY USE OR REUSE OF ORIGINAL OR ALTERED CAD DESIGN-MATERIALS BY CLIENT, AGENTS OF CLIEN"j', OR OTilER. PARTIES WITHOUT THE REVIEW AND WRITrEN APPROVAL OF DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK O_F CLIENT. FURTHER.\IORE, CLIENT AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES,AND ATTORNEY'S FEES ARISING OUT OF THE MODIFICATION OR REUSE OF THESE MATERIALS. I CoEies I Date I No. I · . DescriEtion I Revision * 01/22/98 AlO0 00E401 Liszhting Fixtu,re Schedule 2 * 01/22/98 AlO0 00E402 Panel Schedules 2 * 01/22/98 AlO0 00E403 Panel Schedules 2 * 01/22/98 AlO0 00 E501 Single Line Diagram 3 * 01/22/98 Al r2 03 E201 Utility Pad Power, Siwial, and Lilihting Plan 2 * 01/22/98 Al 12 21 E202 Refuse Enclosure Power, Si1ZI1al and LilZhtinii; Plan 2 * 01/22/98 A202 00E204 Security Booth Power, Siwial and Lismting Plan 2 * 01/22/98 A203 00E205 Admini~tration Bldg. Power and Signal Plan 2 .. * 01/22/98 A203 00E305 Administration Bldg. Lighting Plan 1 THESE ARE TRANSMIITED as checked below: [ ] For approval [ ] Approved as submitted [ ] For your use [ ] Approved as noted [x] As requested [] Returned for corrections [ ].Resubmit_ copies for approval [ ] Submit_ co pie~ for distribution [ ] Return __ _ corrected prints I [] For review and comment [] ----'------------------------- *REMARKS: (1) each reproducible and (5) each bluelines, stamped and signed. COPY TO Ken Lucci; File 97-960A J:\ WPDOCS\TR:ANSMI1197-960\ADMIN13. WPD 3251 Corte Malpaso, #511 Camarillo, CA 93012-8094 SIGNED _____ --'--------------,.-- Phone(805)389-6520 FAX (805) 389-6519 ,. .; Lu~ci & Ylssociates, }"tic. Consulting. Electrical Engineers FACSIMILE TRANSMISSION SHEET Date: September 12, 1997 Copy To: To: Eric Jensen · [x:] Kert Lucci/File 97-960 Company: Esgil Corp. [x] Kyoko Adachi, HOK (310) 453-2052 Fax No: (619) 560-1576 Phone No: (619) 560-1468 From: Craig_Hood, P.E@ Number of Pages: 3 (including cover sheet) (!,ti' -" --- /<A I((\ <3/v ·ur Hard copy to follow via: l] :Reg. Mail [ ] Fed. Ex. ·[ ] Hand D~hvecy c10ther eB&P ! m• Project: Legoland Carlsbad L&A Project NQ:-97-960 Subject: Responses to August 8, 1997 Parkwide Plan Check Corrections Comments: Greetings Eric: Our responses to the Parkwide corrections ( see attached copy) are as follows: ~<:f (r-KJo.)v) This mOSS4ge is intended only for thi: ~ of the individual '!t entity to which it is addressed, and may contain in:ftirinwon 1hat is privileged, confidential and exempt from disclosure under applii:ab!c .law. If the reader ofthi& message is not the intended rc-cipicnl, or the employ= or agent of the intended recipient, you are hereby notified tha1 ~y di!l8Clllination, distribution or copying of'this coinmunicalion is 111rictly ~hibitcd. If'you have received 1his communication in error, jllcaiic notify us immediately by telephone. 3251 Corte Malpaso, #511 Camarillo, CA 93012-8094 l Phone (BOS) 389-6520 FAX (805) 389-6519 c:=i I Hr--inc:c:H r--i--in, 1,in>-1-l . Item 11 -Response: Item 12 -Response: Lucci & Ylssociates, Inc. Consulting Engineers The "letter" section cuts refer to duct banks shown on sheet POOO-0O-E 101. High voltage loop now consists of(3) #5OOKcrttil and (I) #4/0 GND in a 5" conduit. · · Cable Fill Calculation 500 MCM EPR 15 KV 133% insulation Overall dfa.meter = 1.567" Cable area =-1tD2·=-lJ'.~I-4)fLS67")2 = 1:927 ·sq:-in. -4 . 4 · · Area of#4/O AWG GND, 6O0V, THWN. NEC Chapter 9, Table 5 Area,= .3278 sq. ht Iotaj cable area: (3) (1.927 sq. in.)+ (.3278) = 6.11:sq. in. 40% fill, 5" conduit, over 2 conductors~ 8.OO·:sq. in. Area of cable 6.11 sq. in. is less than allowed fill of 8.00 sq. in .• thus S" conduit will suffice for cabling as specified. Item 13 -Response: Please see revised sheet P000-00-ElO~, with revised clearances indicated. Item 14 -Response: Substations are accessible to qualified personi; only. Please state article a.lid ·section of the NEC, National Electri,cal Safety Cod~, or local ordinance that requires this lock system. _ Item 15 -Response:. Nature Maze equipment is not a part ofthis pennit submittal. Item 16 -Response: Correct, conduit arrangement and electrical feed-t'br figures is still unknown. ' If you have any additional questions, comments or corrections, .please <:ontact us. This message is imendcd only for the use of1hc i11dividual,or entity to which it is addressed, and ina:y contain infimnation lh.lt is.privileged, confidential and exempt from ~~losure under appli~ble law. !£the render of this mcssagi: is nol ~e ~d n:cipicn1, or the employee or agent of 1ho intended recipient, you arc hcn:by notifiai th.at any dissemination. di.slribution or copying ofthis communie;u,ion is S\ri~ly prohibited, Ifyou have m:civcd this cmnmunication in error, please notify ua immediately by telephone. J:\WPDOCS\PROJECTS\97-960\JENSEN:FAX 2 -::, ~ LU('+-, q., J cc:r .·:::>T • ..J::lC:: ' -· Carlsbad 97 .. ~027 Au1uat 81 1997 B. Wiring m_ethcds should be specifically ciatail or specifie~d on.the plans: Specifically the City cf C~rlsbad does riot allow armprt;1d. cable or nonmetallic cable to be used In commerciJal applications. e. Transformer grounding electrodes (not 'just the conductor) should be specified. 1 o. The plans submitted for this recheck vary in cotnpletane1c$S, S:ome buildings have a complete electrical layout shown. some t}ave a partial plan, and some only shoW··partially exterior .electrical. This edition of plan check addresses gener~I corrections {above) that are required on all stIbrnitted plans end should be included with all plan seits on the nextresubrnittal, ;as well as a general overview.of each land (be(ow)' that cites-obvioas-correttions:---This overview-plan,·.·- check-is not complete ·as·the submitted plans are not c;omµlete and may require future new corrections to be added to the various lands. · Parkw)da 11. · Where do the ''letter" cuts for the trench details refer to 7 ·. ..,. 12. Provide conqultalzlr.1g·calculationsforthe 511 high volta~1a loop: (3) 750 + (1) 4/0 ground _conductor not to exceed 45'¼ conduit fill. CEG 710-1 O. 13. The layout far the 11typjcaP1 substations :do not ~ppear to me~t the clearance requirements c.f CEq 1.1o~a4(~). · The distanc:e between substations, for example1 would be· condition 3 cn·Tallla 11 Q .. 34{a) for 9001 .. 2s,ooo volts, or_E, not the clearances shown on the various layQuts. Th<3 CEC, further-, has added wording to where the Clearances apply; "The minimum depth of clear working . . space In front of or about...11• Clearly show Qn the .sutmtation layouts, the "front" of the sL1bstations end note on the plans If the sides C>r back may or may net contain equipment raq\,Jlrlng servicing, en~rgized or de1anargi2ed. 14. Detail the kick system·on the fenced enclosures fort11ea substations. They should be locked from the outside but be· openabla witrmut a key from the Inside. 15. Provide electrical details for the Nature .Maze equiprni:mt vault #1 {if part of this permit). Include the grounding/bonding. delails, electric;al layout, E.P1 specifications, conduit termlna·tlcn msthod (sealing} for EP1 to prevent water entry, and.the required clearance for EP1 t\nclude·ve1rtical clearEinces). 16. The conduit arrangement-and electrical feed for the ·~figures11 i:i still under desigh. P300Y101. · F;T.S9 68[ S08 'ON 3NOHd S3.Ll::l I JOSSl::J I :::i:::im : WO~.:! 05/07/98'16:03 Page 1 of· 1 .Bµ~LDING Job A9dress: 1 LEGO DR. Permit Type: PLAN CHECK R~VISION J?arcel N.o.: 211-042-16-00 .- Valuation: 0 PERMI'l1 Suite~ Lot#: PCR No: PCR98070 Project No: A9~03436 Development No: F1305O01 _ Construction Type: NEW Oct:upanc'y Group: Reference#: CB971456 Status:·ISSUED _Applied: 05/05/98 Apr/Issue: _05/07/98 Ente·red By: RMA De.scription; ELECTRICAL REV TO BU.LLE'l'IN 13B . : & 13C,ADMIN iLECT-LEGO_ FINAL AP-P-ROVAL INSP. _____ DATE=-------....... CLEARANCE ___________ _ CITY OF CARl.,SBAD 2()15 Las Palmas Dr .. , Carlsbad, CA 92009 (619} 438--U61 ""' (i• •• PERMIT APPLICATION FOR OFFICE USE ONLY il tlJ Cf .('Jf\-, . PLAN cHEcK No. f u\ 1 au tO CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 -EST. VAL ------------ Plan Ck. Deposit -----1:ri-,r-,:;:,,..-- Legal Description -Lot No. Subdivision Name/Numb11r Unit No. Phase No. Total #-of units Proposed Use -# of Bedrooms # of Bathrooms i,2'.1)\\'0£0Nii.)li:i:'<-ecac\o'ii',fm'-ct1Ut~\'i~";;.mp lceitt~)'.'"'~2l'~~1'~"!,l;,'1;'"M':t!lt~];:';i!'l<2~k!:1'.:'&;',t},;;;{~.,,~~)".'3;:l}~i:;r,.~';!'p'~i3Z'½;:~~~~~1';>illst0'J~f~P~-;~~ ::~""'' .~~~,,.~~-~ ~-... m . .-~~~!~,;,. ,.,~ '" -~~~::~s ·:~~~~---~~:~~:-----~,~~~,~rn-~,~~:::·~~~fe~!'J?fbo'~: ~JIDXgi~ilii6a~ri~W~fil~JRi~tfil~W!~~~~~~i:t@~t.~1li~'-~ Name Address City State/Zip 1~~f~81.>.eea~9:vv~~sir~¾1&.Wl!t1t~!iJ1~~~$~ffit~~41:~~~~~1jt~f>.~::1.~;~i~wJ~~r~~i~~i:S.~~~:b~t~~~~~~tt~~ij~~;zi-~~;tJ~~~~{r·~~ Name Address City S,tate/Zip Telephone# ~~~"cQti!it~~~:c:oMl?AN:-.:t.~~Me~~~J:i~W~v1~,;;':'.r~t~~Tm~:w~~~~~~~1~Miili~-'l'Rl.t1.~~"Mtt"':ll~~;s;,~~~ (Sec. 7031.5 Business and Professions Code: Any City or County which requires !!·permit to construct, alter, improve, demolish or repair any structure, prior to :its issuance, also requires the applicant for such P!!rmlt to file a signed statement that he is licensed pursuam tC> the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3. of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects·the applicant to a civil penalty of not more·than five hundred dollars ($500]). Name Address City State/Zip Telephone# State License # ----------license Class------~-~-City Business License # -------~ Designer Name State License # ---------- Address City State/Zip Telephone ~#LW~B.1:rea~ZhC~OMF!E.~~~ttPN,~~~t~~~~~!~£:21~¾~~-¥~~%tt~]fr~!1:*-~t~~u~r~s~~~;;~%~~~f~~?/W~I%'7l~F~~~~f Workers' Compensation Declaration: I ·hereby affirm under penalty of perjury· one of the following declarations: 0 I have and will maintain a certificate of consent.to ·self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: · Insurance Company __________ ~-~~-~~-----Policy No. ____________ _,,. Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that jn the performance·of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers'.Compensation-Laws of California. WARNING: Failure to secure workers' compensatiofl coverage !s unlawful, ·and shall subject iln employer to criminal ·penalties. and civil fines up to· one hundred thousand dollars ($100,000l, in addition to the cost of-compensation, damages as.provided for in Section 3706 of the.Labor code, interest.and attorney's-fees. SIGNATURE __________ ,-.'--------'-----'------,-.'---"-DATE_-'--------'------ ~7~}iQlfVftEfl~ijU}:fii)~_iQEQ~ijii'i9N*-l~1~$f.~tj~;,ii})~Ji1}Tl:~~,i£~1~~;\~h-,{/~.~~t~/ff{f'.tj:i(~:~1f~£:Yf{{~t(\~~~~i}~t~:J.1t'l;fi]1f~ii1~f~~~~~~fitt;:'.;J~fJf-if:J I hereby affirm that I am exempt from the Contractor's License Law for the following reason: · 0 I, as owner of the property or my employees with wages as their sole. compensation, will do the work and the ·structure is not intended or offered for sale (Sec. 7044, Business and Professions CC>de: The Contractor;s License Law does not apply to an owner of property who builds or.improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of pr.oving that he did not build· or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licen-sed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to ·an owner of property wt,o builds or improves thereon, and contracts for such· projects with coritractor(s) licensed pursuant to. the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property-improvement. 0 YE;S ONO 2. I (have / have not) signed an application for a building permit for the-proposed work. 3. I have contracted with the following person (firm) to provide the proposecl cons~ruction (include name / address / phone number / contractors JJcense number): 4. I plan to provide portions of the work, but I have hired the following P,ilrson to coordinate, supervise and provide the major work (Include name / address / phone number/ contractors license number): ________ ,,_-,-----,---,-----'--'-'---,------~-----------,-------,--- 5. I will provide some of the work, but I have contracted (hir~d) the following persons to provide the work indic;ated (include name / address / phone number / type of work): - PROPERTY OWNER SIGNATURE ____ ---,---,---~---~---,-----,-----,---,--DATE~------~--- fCOMeFEffif'His''SEc"finii',,;omnoi®fES/D.EN,);,;(iif9't",j(""jiur31j:(1:aM'1YsS6N~*,,:~,i~~~l~1i'¼;;l:1~IDi:'!.91~~i;l1ft,:!/¥i:i-3:~'i'~%'%'~rf~'1lr~;'. ,--r-~::~11t~,w; , , , , .. ~ """mJ,,-. ,t-.. , ,..., .... Y,1~~--•,a!.,,~y ,,,....,.y ___ , -.-.I~,,~ ~ ... ,,~l~ ~,~_Q., -i..~~ .. ..: .. ,...........,~ ..... ~~i:,...'"""~ ~-~~.,-:.-,--,.,~::§..~W,~~ .... ~~~--__..,...,..,.-..~_,,,""~ .. 1"-,,~~ ... ..__ A~>¢.>~~ ....... ,.,. .. M_,'"'•~:.~;);,.:a,.,t, Is the applicant or future building occupant required to submit a business plan, acutely hazarclous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? tJ-YES O NO Is the applicant or future building occupant required to obtain a permit froni the air po)lution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 ·yEs O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS M!:ETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. rs~g~N$~tRl!¢lJOJ~J(~Q~G;l<fEJ~~v~~~~~4~~~:~~it~~\fCJ.~hr;_r11,If:J;~Z%;.B:~~~l~~0,~JJS~Th!~l~i~~t~~~~~~~1\~J~~:~:~;:~\~~f.'}/~f:::r I hereby affirm that there is a construction lending agency fcir the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code)-. LENDER'S NAME LENDER'S ADDRESS __ '--'~~---,------------------ ~7''f?p~1p~f£~;;;~G;;:,E;;:,8;;:Jl;;:J;;;:Ul;:iAA:;::_:;:,JJJ:::l;;:Q;:;:_~;::_;§;;;_'fM;;:~:.~:;;::;::~;;:'4;;:_~;:;f&::;;,t~:;;~;;;';;:";;:;~::;~;:;~ .. ::'.:,:;::::¼;:;:i,\::;::~:;:~~:;;:;St~;';~t~f~~?f~~:~~~~~tff-~~ViJ;~l~~}!iB,:~~':5:~~~Jf~~~:'f-l~~k~ I certify that I have read the application and state that the above information is-correct and-that the:information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I· hereby authorize represematives of the Citt of ·carll!bad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE. TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0ff deep and demolition or construction of structures over ·3 stories in height. EXPIRATION: Every permit issued by the Buil · · icial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not c cl within 365 days from the date of such permit or if the l:iuilding or work authorized by such permit is suspended or abandoned at any time after the wo mmenced fo · f 180 d~ys (Section 106.4.4 Uniform Building Code). DATE ----=5,::_•_,,5::...,_q..._~=-----J EsGil Cor_poration 'l.n Partnersft.ip wit/i. (jovemment for '13uifaing Safety DATE: 6/ 16/98 JURISDICTION: Carlsbad PLAN CHECK NO.: PCR98 .. 070, 97-1456 PROJECT ADDRESS: Legoland SET:I PROJECT NAME: Administrantion Fire Pump, Refuse Enclosure D~~NT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ['.8J 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 trar:,smitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted .for a complete recheck. D The check li~t transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D . Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: l ) Fax#: Mail Telephone Fax In Person ['.8J REMARKS: Transmittal only, 1 set kept at EsGil. On sheet A 100 00 E501, the feeder from "SSI" #7, top of the sheet to the fire pump controller and from the fire pump controller to the generator should be labeled (2) 2-1/2"C-3 #250 MCM & 1#1 GND, not (2) 2-1/2"C-4 #250MCM & 1 #1 GND, as shown. By: Eric Jensen Esgil Corporation D GA D CM D EJ D .PC Enclosures: OTC trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporatio·n · 'I.~ Partnersliip 'Ulitli {Jovemmentfor '13uifaing .Safetg DATE: 5/26/98 JURISDICTION: Carlsbad PLAN CHECK NO.: PCR98-070,. 97-1456 PROJECT ADDRESS: Legoland SET:I PROJECT NAME: Administartion Electrical-Fire Pump 1:J APPLICANT ~JURIS. [J PLAN REVIEWER 1:J Fll:.E 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 t;ind checked by building department staff. D The plans transmitted herewith have.significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZ! The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZ! The applicant's copy of the check. list has been sent to: via fax. D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IZ! Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Gina Yu Telephone#: 760 804-,8355 X149 Date contacted: ~IB (by:"15) · Fax#: 760 804-7959 S1) Mail Telephone ~ Fax --1n Person t,Oc.,{. 7 9 D REMARKS: By: Eric Jensen Esgil Corporation 0 GA O CM O EJ [] PC Enclosures: 5/7/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California·92123 + (619) 560-1468 + Fax (619) 560-1576 + ELECTRICAL PLAN REVIEW + 1993 NEC + JURISDICTION: Carlsbad DATE: 5/27/98 + PLAN REVIEW NUMBER: 97-1456, PCR 98-070 + PLAN REVIEWER: Eric Jensen 1. 2. Panel ELP1 feeds four/plex receptacle. outlets in room 151. This is an emergency panelboard. Specify what the loads are supplied by the new circuits (to comply with NEC 700-1 "Scope", or remove load from emergency· system. Fire Pump Provide the specifications ·for the fire pump system.:. The fire pump controller is directly connected to the line side ·of the generator overcurrent device(s). a) Show how the grounding/bonding system at the generator and pump controller kept the grounded system separate from the equipment grounding system. · b) Does the generator remain running upon restoration of Utility power or does it cycle off after Utility power is re~tored? Do the ATS's ·contain circuiting that may shut down the generator upon restoration of Utility power? Is this the intention of the design as concerning the alternate power .source· to the fire pump? 3. Include the signag.e description for both the fire pump room and DP1 describing the different power sources available at the building. 4. Include the following grounding details: grounding electrode system for the fire pump controller and an inter-tie between the three (including emergency circuit -show discoonnect) separate electrical systems to the building. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. ~·· PLANNIN.C/ENCINEERINC APPROVALS . pc_/( PERMIT NUMBER CB _ C/J: ~ _ 70. ADDRESS / 4o ,<ac_) RESIDENTIAL . TENANT. IMPROVEMENT RESIDENTIAL ADDITION MINOR ( < $10,000.00) OTHER PLAZA 'CAMINO REAL CARLSBAD COMPANY STORES _ . VILLAGE FAIRE COMPLETE OFFICE BUILDING ___ ..,..,,._ ________________________ _ PLANNER ------------DATE_ ----------- ENCINEEIV27 (-71?~ ·. DATE ____ s;/_-~ __ 9---f,. ;('.___ .. _._ DoCS/MlsfOrmSIPlanntng Engtneertng Approvals . : ·.· STU.DID E HELLMUTH, OBA TA+ KASSABAUM, INC. 5342 Armada Drive Carlsbad CA 92009 Voice 769 804 8355 Ext. 152 Fax 760 804 7960 Iii Memorandum Project Legoland Carlsbad, Inc. Date May 5, 1998 Project Number 96.0634.00 File Lld Original CB # CB 97-1456 PCR 97-55 Attention Mike Peterson, Carlsbad Planning and Community Dev~lopment From Gina Yu Regarding Service & Administration Electrical Copies To Kirk Rose HOK/LA, Gaston Laguna HOK/LA, Kyoko Adachi HOK/LA, Martin Zurauskas Lego, Scott Mike, These are the electrical drawings for Service & Administration Electrical submitted for Plan Check approval . These drawings were submitted on January 28, 1998 along with Bulletin 13A, Admin. T.I. H9wever, it recently came to our attention these electrical drawings were separated from the T.I. drawings and were never reviewed by Eric Jensen at EsGil. "" Please proceed with the review of these items. We appreciate your continuing. support and assistance in processing this cluster. Included in this submittal are: 3 sets of full-size drawings Please proceed with reviews as required. Sincerely, ~~ BU IL DI.NG PCR N·o:· PCR9'8076 P~oject No: A9603436 Development No: Fi30§001 . 05/20/98 09: 19 . Page 1 of 1 Job Address: 1 LEGO DR · · · Suite: Lot#: Cons~ruct ~ on-Type : NEW · Per~it Type: ~LAN CHECK REVISION Parcel No: 211-022-16-QO Valuation: 9 Oc:cupancy Group: Description: ADMIN BUILD ALL : SYSTEM/LEGO Reference#! CB971456 t211 ~12t-'19i~§:J; Otss~· _ GLASS ENTRY ------._ A:ppli~fflM'fos;:1,.3):~00 • . \ ..... CLc/.\RANCE Apr/Issue:· 05/20/9e Entered By': _BH. 760-804-8355 . . CITY OF ¢ARLSBAD 2075 Las Palmas Dr,, Carlsbad, CA 92009· ·(619) 438-11'61 ' .. J ;, l· PERMIT APPLICATION FOR OFFICE USE cm~() q )(/ PLAN CHECK No.~7{; EST. VAL.-------'---- Legal Description Cot No. Subdivision Name/Nurnper · Unit No. . Phase No. Total # of units Assessor's Parcel # Existing Use ~,cl. Ak\,·6il.A% e,..i~· ~~tl Proposed Use Description of Work SO. FT.. #of Stories # of Bedrooms # of Bathrooms Name Address City S.tate/Zip Telephone# ~~~Ql'{ta.!\~~OMifJ.\NVi&~~~ijiniz,:ViZ,i~i~~~'\t~:s\t"{&t't:~~~;,i~~11·~~~,~~.6~Y~~;:&,1~~~rJ,'F.f~~m1 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such ·permit to file a-signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). Name Address· City State/Zip Telephone# State License # _________ _ License Class _________ _ City B1,1siness· License # _______ _ Designer Name State License # Address City State/Zip Telephone ;;;:;;::;;;:.;;:;;.;_::;;;~;:;;;:;:;:;:;;::;:;:::;;.,.._......,,__= ~~1i;~~:YlOBK~'i,sE~QMl!E~~$A~Qtf~~~~~~~~~~~z1k;~t:K~T3~~~1f~A~~~~~~~~~~S~~¾~~J;ra~1%ttii;§i~~~~~~lt-¾:q~ Workers' Compensation Declaration: I hereby affirm under penalty of perjury cine ofcthe following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. · D I have and will maintain workers' compensation, as required by Section 3700 of-the Labor Code, for the performapce of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company . _ Policy No._~~----------Expiration Date ____ ~--- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HVN(?RED DOLLARS ($1001 OR-LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws-cif California. WARNING: Failure to secure workers' compensation coverage 'Is unlawfql, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of-compensation, damages as provided'for in Sectiori-3706 of the Labor coda, Interest and attorney's fees. SIGNATURE ____________ ~-~-------~------DATE ________ _ ~t~O~Alfi~IDDERJQE~~fJ~il()fif~fft:fRffe~~~'.?~~ts~~i:f~?Jf Pt~~1~:!ti:~~~i~;;;~::t/~ff:H:~\A-ir{tl~lf.1f;f:J:~~fif:?~}£i~'{?~ri~~~~1~~t~~~~~t~:-,i1¼\fJ~~~I I hereby affirm that I am exempt from the Contractor's Licen§e Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License-Law does not apply to an owner of property who builds or improves thereon, an/l who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of ·proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7Q44, Business and Professions Code: The Contractor's License Law does not apply to an owner of property· who builds ,or improves thereon, arid contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ----,---Business and Professions Code for this reason: 1. I personally -plan to provide the major labor and materials (or construction of. the proposed property improvement. D YES ONO 2. I (have/ have not) signed an application for-a building permit for the proposed·work. 3. I have contracted _with the following person (firm) to provide the proposed construction (Include name / address / phone number/ contractors license number): 4. I plan to provide portions of the work~ but ·I have hired the following person to coordinate, super.vise and provide the major work (include name / address / phone number/ contractors license number): _________________ .,...-----'--'-------,----------------------- 5. I will provide some of the work, but I have contracted (hired)· the following persons to provide the work indicat~d (include name/ address/ phone number I type of work):. ______________ __,------'----------'~-~....,.-,-'-----.,-------'---,-'---------------...,..- Is the applicant or future building occupant required to submit a business plan, acutely hazarr:lous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner. Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required tc;, obtain a· permit·frcim the air _pollution-control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer-boundary of a school site7 [J YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL, CERTIFICATE OF-OCCUPANCY MAY NOT BE l!>SUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF'THE OFFICE OF EMERGENCY SERVICES AND THE.AIR,POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for t~e performance-of the work for which this·permit is issued (Sec. 3097(i) Civil Code). I certify that I have read the. application and state that the above information .is correct and that the· information on the_ plans is accurate. I agree to comply with all City ordinances and State laws relating to building constructfon. i hereby authorize ·representativ~s of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN.CONSEQUENCE 01' THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0* deep and demolition or construction of struc,tures over ~ stories in height. EXPIRATION: Every permit issued by the Buil · icial under the provisions of this Code shall expire by limit!ltion and become null and void if the building or work authorized by such permit is not c cl within 365 days from the date of such p,er,mit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo mmenced fo · f 180 days (Section 106.4.4 Uniform Building Code). DATE EsGil Corporatio.n 1.n Partnersliip witli (jovunment for '.BuifaingSafe.tg DATE: May 15, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-1456 REV 3 PCR98076 PROJECT ADDRESS: 1 Lego Dr. · SET:I .D APPLICANT AfJURIS) ~EVIEWER tJ FILE PROJECT NAME: · Administration Building Storefront Glass cg] The documentation transmitted herewith substantially compiles 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 py 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 ur1til 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: ISi Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise th~ applicant that the plan check has been completed. Person contacted:, Telephone #: ' Date contacted: (by: ) Fax #: Mail Telephone · Fax In Person cg] REMARKS: The enclosed documentation shows that the proposed glazing complies with the Code. By: Kurt Culver Esgil Corporation D GA D CM D EJ D PC 5/13/98 Enclosur~s: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + Sail Diego, California 92123 + (619) 560:.1468 + Fax (619) 560-1576 Carlsbad 97-1456 REV 3 May 15, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Lego Dr~ BUILDING OCCUPANCY: BUILDING PORTION ILDINGAREA (ft. 2) - Air Conditioning .. Fire Sprinklers . TOTAL VALUE . PLAN CHECK NO.: 97-1456 REV 3 DATE: May 15, 1998 TYPE OF CONSTRUCTION: VALUATION VALUE MULTJPLIER ($). . . ~ . . . . .. D 199 UBC Building Permit F~e D Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Cbeck Fee D Plan Check Fee by ordinance: $ Type of Review: D Complete Review D Struct1,.1ral Only jg! Hourly D Repetitive Fee Applicabl·e · 0 Other: -, Esgil Plan Review Fee: $ 87.15 Comments: Glazing review: Esgil fee= 1 hour@$87.15/hr. Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENCINEERINC .APPROVALS PERMIT NUMBER..m-k-£ 98'0 7 b DATE ·. ·S:-18=13 RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR . ' ( < $10,000.00) PLANNER ENCINEER ------------- oocstMISforms/Planntng Engineering APPl'Ovals PLJ'ZA CAMINQ REAL CARLSiAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE· BUILDING DATE_ ...... -.£_-/ __ ~_-9.,..._.-B: __ DATE --.------------ ----~-__..,. ___ .,.._ --• ---l --< --,---. ~ -·_.._---~--..... ---~ ..... ~-------... FOX ENGINEERING 8060.Telegr~iph Road -Downey, CA 90240 (562) 806-1337 (562) 927-2500 · Fax (562) 927-250~ JOB____,._,c....:.9~11c:-----=.c:;9-o-=.· .....;;::.3___.q'--'. _:s=----- SHEET NO. CALCULATED BY . _/ OF~ · ~ DATE ~-3"/?£ CHECKEDBY-~------DATE _____ _ SCAtE i · i !. I .;...__....._-1--_;___,_--+-;..--...! 1 : H1!1~J~~-$~$°~L~,J~~ ! i -! ,--·-mj--7- i ~rJo~JeJ GlJ.sfe-~nWc~ ~T ~E(lC>Lik.~ JARLSB~D t . l _-i . : . ! l'!\OOUCT l:Ol-1 (Srlg~ Sill<!s) 205-1 (Padded) . i --'----'--4---'---1········.)._ .. ) .................. • ... ~ ' i ~ -~-+----1---'-+---'--J......... ............. .. i •; . ·~ -'---+-,----. ........ 1 .. · ..... , ............. :. 1---¼--+---+--I---'--:--;··· ...... .'............. r···~ .... 1· ........... . ... -. P!!OOUCT204-I (~ng~ Shee~J 205-1 (Padd<d), FOX ENGINEERING 8060 Telegraph Road Downey, CA 90240 (562) 806-1337 · Fax (562) 927-2509 JOB '°1 f:, --"'4-C> s~ .,3 _ ,z_ '2.. ·SHEETNO, ________ OF _____ _ CALCULATED BY &,, ft, X -DATE t::.;:;,,-\??-'?b -CHECKEDBY __________ DATE-~---- SCALE -;---,. ' ' --~ .... -- • -? • • • • ' ~ ~ • • • • -" •• . . ;., . . . . . . ... . . · .. ·POOR··· . . . :· . ' . . ' . . . . : . : . Q • • •, • ;,•·< ., • ;(_-,C'A, .. C••.• ,,C. . . UA .. ·tlTV • • • • "•• • • I •-.. { ··-,:;. . -~~"-::··.. . ,, _· . . ;· . ·. ' . •. . l. • • • I • • • . . . ,. .. O .. · ·_ .. :<~:~--·-:,:'c,--··.:~---=.,. · ..... , .: ..... \,,·· .·' ,( .. · s·.:,·.) -R-~-~---:-·1 G-·::-..... i_ 1 ·NA--_,___ L --_· . --· ---... . . ' . ., :,·~~-·,· . . .• ' ., . ~ ···' . . . . . . . . . .. . . . . . --. . •,. ' • I ,. . , ' . . .-:_ . <. I NAME/ADDRESS OF CONSTRUCTION NAME/ADDRESS SUPPLIER: Legoland 12/16/97· Section 08450 All Glass Entrance & Storefront Systems Product Data: HEINAMAN CONTRACT GLAZING 26981 Vista Terrace Dr. Suite E LAKt FOREST, CA92630 (714') 587-0266 -~-----~-----'---- ·.icoope.r-Carey Architects Office Atlanta. Ga .. · _.-i- Arcmte~ Coooer-Carey Giazmg Concractor: Jamco ~ Thmpered Glass &ling Doors ~--v. :> "V . CXb q-i -l4Sl,o . /) . &"'11 The DeQgi,1BrS Element.~f@VJ!!rg, ( .._ ..:.:o:e:··=;3.ieV :..rc:11tee!s Office Atlailta. Ga. ! / _ , ,!r~::::e~:: ~~0cer--:c1rey Gfaz:ni; :Jntrac:or: Jamco tmper{~d Glass S111n~ D1J4)rs >-Texaco 8mg Universal c;ty, Calif. Aldlitec:: Skidmore. Owings & Merrill Glazmg G.lntra:10r. Arrow Glass CJ. Brite Vue·s Frameless Tempered G:3ss Swing Doors open unlimited options for design creativity. These doors satisfy the demands of a market increasing!y oriented to the all-g!a~s look. Door rails are available in several architectural designs that range rrom 1o//x 35,15• to 1¾" x 10'.' They can be used in a variety of combinations ofpar~lal or full wi dtb rails. The superbly tempered glass of the Brite Vue door. sidelite and transom provides unsurpassed beauty. enduring strength and safety. Side fixed panels (side!ites) are availabl~ With continuous mp nnd bottom rails or at top or bottom only. Toe charnc~er of the aiH!ass entrance is ~_nhanced by the iuster -and color of the. architectural met.11, ln which its rails are fabricated. Brite Vue Tumpered Glass Swing Door rails are otrered in tile complete range of metals and finishes: g!eamin.!? swiniess steel 1Jr brass cladding as we!! as c:e::ir or color anodized aluminum. Jnd .he cncire rainbow of painted ::iluminum colors: _ > middle: Ram.ca Renaissance riote! S,m i'ranc:sc~. ,:,mt An:rulett: Oamel. Mann. Jonn~on ,!, '.1enceririall - Glazing Contrac:or. Coobleoicx-.(iboe Giass-CJ. ,. P3cweSt Carer. Portland. ere. Altllitects: Stuobins Assoc:ates Jna Skidmore. Own-gs & Merrill Giazing CaQtracor. Cuiver Giass ,~J. ,, .. ,_$~,nr~ ~ ~Giass W@g Systems.lr.c. A IC.AWNE.EM c.=MP4.NY _ Kawneer Company. Inc. Technolo~ Pnrk/AttuntJ 555 Guthrid~e Court Norcross. Georgia 3UU0:2 r•-, .,,,r--,.,.,11 Irr •can I itho in-l) SA G·i j , .... ..,,, Form No. 90-1157 , .. ~~ TEMPERED GLASS ,.-1Kawneer SWING ENTRANCES --· Al INDEX (;---------------~--..-..-------la!IIIII----- '·. . / • I• . ,:· : .: ;\.. ,··. -. -' . . ... ·. :.-- unc,allU AUGUST SPE'.ca=tCATJONS ... ,-.. ~ ~ ...................................... •· ... _.. .. t DOOR STYLES· ..........•.............. ; , ......... , ...... · ........... 4 RAILS' ........ ~ . , ..... ,_-....... -..... · ... _ .. ; .. · ...................... 3, 4 s;OEUTES .......... -· ........................ -, ..... '. . . .. . . . . . .. . . . . s·. · oes;GN INF~RMATION/HARDWARE .... · ....... : , . . . . . . . . . . . . . . . 6 LA.WS ANO BUILDING AND SAFETY CODES GOVERNING THE DESIGN ANCY U$E OF GLAZED ENTRANCE WINDOW, AND CURTAIN WALL PRODUCTS YAR:Y WIDELY. KAWNEE:R DOES NOT CONTROL THE SELECTION OF PRODUCT CONFIGURATIONS. OPERATING HARDWARE, OR . GLAZING MATERIALS, AND ASSUMES NO RESPON$I8I~ITY TI:iEREFOR. IS THE RESPONSIB!LFTY OF THE OWNER. THE ARCHITECT AND THE INSiALLER TO MAKE THl:SE SELECTIONS lN STRICT CONFORMITY TO ALLAPPLJCABLE LAWS AND BUILDING AND SAFETY CODES. - . -Metric (S1) conversion figures are included throughout these details for refe~nce. Numbers in paranthe~es . ·· { ) are millimeters unless otherwise noted. . : · The fellowing metric (S1) unit~ are, found ih these details: m-meter cm -centiemeter mm -millimeter s -secono Pa-pascal MPa :-megapascal -, Kawheet reserves the right to change config~rations withoutprior notice when deemed necessary, for produc: improvement. - <CKAWNEER COMPANY. INC .• 1990 TEMPEREO·G.LASS SWING E-NTRANCES SPECIRCATIONS . -- A1 ' LGENERAL OESC::IIPJION Work lndu:iec/: Furnish all n~ssary materials, labor and equipment for the complae installation of the tempemd glass swin_g qoors as shown on the drawi195" and specified herein. Work Not Included: Structural support, sealants, aerier closures, trim. · QUALITY ASSURANC~ Drawings 111d specifications are based upon door style·----- (Select flan door styles selection sheet A 1/2). as manufactured by Brite Vue/Kawneer. Whichever substitute~ are· to be-considered, supporting technical lerature, samples, dra~ings, and performance data must be submiltedlen (10) days priorto bid-in order to make·a valid comparison of the product involved. °11.PROOOCTS · RAILS . Top and bottom rails shall be-'--------,-----------.......,. (Select raistyle from sheets A1/3 or 4). Rail sectials shall be of Extruded Aluminum sections of 6063-TS alloy. All exposed rail ends will ~e radiused, capped, -welded, an~ polished. GUSS Glass shalbe ----------------------(Specify one of the following): . ••• ~· thick, fully tempered, Clear, Grey, or Bronze •. .•• ¾' !hie.\ fully tempered, Clear. Giass-shal conform to requirements set fortfl by Federal Specifications DD-G-1403C and DD-G-451 D for fabrication-and-tempering. All' exposed edges shal be flat polished to a reflective appearance similar t\'.) the glass surtaca. FlNISHES All exposed surfaces shall be free of scratches and other serious blemishes. Rail finishes to be ______________ ......,.. __ (Select one of the following): .•. (For extrmed aluminum) an Architectural Class II Clear.Anodic coating, · confonning with Aluminum:Association standards. · •. .An Ardilectural Class I Ciear Anodic ~ating conforming with Alumi- num Assodation standards. · ... An Archilectural Class II Color Anodic coating conforming with Alumi- num Association standards. Spec:fy color -Bronze or Blaci<. . . LITHO IN U.S.A. AUGUST ... An Architectural Class I -Col9r Anodic ·co~ting conforming with Alumi- num Association standards. Specify color -Bronze or Blacl<. ... A fluoropolymer pai,:it coating conforming with the requirements of AAMf'.605.2. Color shall be . -· . {Specify). . (Specifier Note: For anodized· .finishes spegify either Satin Polished (Brushed)· or Specular Polish·(Smooth). · ••• Stainle~ Steel clad;_ using Alloy 304 finished as follows: (Specify one) Mirror Polish.or Satin Polish. . ... _Brass c!:3-d in Muntz Metal.Alloy ~80 finished ·as follows: (Specify one) Mirror Poush, Satin Polish, Satiri Oxidized Oil Rubbed or Clear Baked Enamel; 'HARDWARE Hardware for tempef!!d glas$ swirig doors shall be furnished by the glass door supplier. Hardware shail be it,eglass door manufac:urer's standard as foilows: 1. Push-Pulls: --a...-------------2. Pivots:_· _____________ _ 3; Door Closers:...,... _____ -,--__ 4. Locking Hardware: __ -____ _.__ or Exit Devices: __________ _ S?ECIFiER NOTE: Specify manufacturer, · _model, sty!e, type, finish, etc. as appropri- ate. Refer to p~ge A1/6. · for hardware offered as Brite Vuestandard. To insure single source responsibility and timely coordination, the Brite · ~~e/KaYfneer CGmpany recommends the use of hardware offerings in· - this section. The haroware has been selected on prc;iven· performance. . Custom hardware provided outside the scope of this product line will be . provided as required but will consider.¢Iy extend the manufacturing lead times. Consult your Brite Vue representative or the· factory for C'.Jstom hardware appiications. . If lock cylinder$ are to be master keyed, however, 'it-is suggested that . cylinders be included under the "Finish Hardware" section of the specifications. · Ill. EXECUTION INSTALI.ATION : Doors shall be installed by qualifi~ insrallers in a workman-like manner in accorcance with indus,ry standatds. All items under this specification shrurbe set in correct loc::uions-as shown in the details and shail b.e level,. square ano piumb. NOTE:· in keeping with i<awneer's continuous policy of product improve- ments. all spec:fications are·subject to change without notice. <0 KAWNEER COMPANY. INC., 1990 I-it T·E-MPERE·D GLASS -~~ SWING ENTRANCES wm IKawneer DOOR ·STYLES----------------~----------------------(;\: 0 0 0 p A F A-2 8-P , DOOR STYLES: "P" -Cootinuous top and bottom rails. "8-P"-Horizontal Patch Rail at top pivot corner, 91/2" long, standard continuous b<;:ttom rail. ·~ -Horizontal Patch Rail at top and bottom pivo! corners only, 9.½" long, star,dard. 0 0 0 0 "r' -Hoozontaf Patch Rail at top and bottom pivot corners and at one leading corner of door, 9½'' Ieng, standard. "A-1" · -Horizontal Patch Rail at top pivot, 9½" long, continuous. bottom rail and center lac!< housing. ·"A-2" -Cootinuous top and bottom rails with center lock housing. LITHO IN U.S.A. MJGIJST CKAWNEER COMPANY._INC., 1990 ( "··· '!,-·, 'fl IKavneer SCALE: 6" = 1.';.0'' SV-151 ·. ¾"limp. GI~.\. ExpansiJn Cement'\.'\ --"' j . •. BV-150 1:Y•··--+ (44.5) T'fP.. 8V-1i5 k 1W I ( J.4.5) ____j iYP. I TEMPERED GLASS SY/ING ENTRANCES· RAJ~ 1/.!" . ·(12;7) :w (9.5) · BV-250 ½" Temp. Glass · (or o/a")· . "-- Expc!Jl~ion Cement~ 51~32• R ."' av-2~0 1/," Temp. Glass E;.xpansion Cement(' . . "l 511i'32"R '--.._ . BV-275 BV-350 ½" Temp. Glass (cir.%'') "'- .Expansion Cement~ sV-350 1/," Temp. Glass Expansion Cement~ · . ' I SV-375 8\L1Sl, 250 or 350 rails. receive either 3/a" or ½" Qlass. 8\L1i'5, 275 or 375 rails receive 3/i' glass. ... . . Rails are 1 %". x 351,s'' typical but c:m be modified. to accommocate ·special requirements. Some limitations exist Consult factory. · A1 3 UTHO 1H tLs.A. AUGUST -'IKAWNEER COMPANY. INC .. 1990 A1 4 TEMPERED GLASS SWING ·ENTRANCES --- " l(awneer SCALE--~6'·=·1-'--0-'' __ 11!11!19 _____ ... ______________ .._. ___ .... _________ G· RAILS· B'fi75 Yliarr4>-Gllss ( or :its") E:q,ansiln Cement.::::! .. ijV-675 I 1:11 •• _J: ·-{44.5) I iYP. I B\L387 WITH WEAniERSTFilP e ev-1so· BV-1000 ½"Temp. Glass (o(o/s")"'-.... . ½" Temp. _Giass (or :Ya").....,___ . Expansion.Cement~! Expansion Cement ~ BV-750 / 1/i"iemp. Glass (or:Ys'') / Expansion Cement SV-1000 BV-387, ·675, i50 and 1000 rails receive either o/a" or ½" glass and can be mc;,dified to receive Jti' glass. Rails are 1¾" in deoth;rail height' ca.n be modi· lied to accommocate scecitic reauirenients. Some limitations exist. Cdnsult factory. · · · . 3V0387 h_as been a'es1ghed with reglets to receive a special Thetm-L-arush nylon weatherstripping. · ,OKAWNEER COl'.IPANY. INC .. 1991 / { '· ( ·• ... .._.. TEM.PERED GLASS SWI.NG ·ENTRANCES. -= ll<avvneer SIDELITES ;''·-~.-· Installation -of side! ites,.. . Janb 1. ln.t a screw, top and boitorn, at the · pilut end of the track. ·11. Pul!he sidelite on the track keeping, it ex11neled beyonel the pivot end. · Back Screw. I ~-/ ··~ ,, I , I ,• \ .. , ',~ .. -' Hinge Pivot c:.M!Mt the sidefite to line up with the jamb. kart back screws In the track. · . d. I.be tile siaelite against the jamb. &!clru it by inserting screws ,nto tne too and bottom channels. l ·I . ·I 'Lf,s· c:ear::mc~ .,,_ ~ 1 rac., 'f« installation of safety sidelites, remove lllthinge anel proceed as aoove. Sidelites (fixed panels) are available with continuous horizontal rails top clnd·bottom, at top orily, or at bottom only. Sidelites can also be provided with-recessed channel at head and sill so that glass only is exposed. · Brite Vue provides tracks for setting the sidelites so that theywiil line up with the doors. They are so designed that theywill pivqt to simplify the sidefite installation. The aluminum tracks are finished to match or harmonize·with the doors. SCALE:. 6" = 1' ·O" · SlCE!.ITE & DOOR SECTION ;t,5• 1/~" (4.3) (12.7) r ____ ___ ! .• rt...:.-11~_-~=~~~-_\\ I --- A1. 5 UTHO II IUA. AUGUST <CKAWNEER:COMPANY. l~C .. 1990 A1 6 TEMPERED GLASS SWING ENTRANCES 'fl Kawneer DESIGN INFORMATION/DOOR HARDWARE GLASS THK;KNESS: GLASS CQ.OR:: %:½:¾" · %" and 1/i' thick . . . Clear; Grey, Bronze 3/4-'' thick . . .. • . . . . . Clear DOOR HEJGHT: MAXIMUM ....... %" thick glass ...... ; . 7'-6" Yi' or¾'' thick glass ... 10'-0" ClliAANCES: Unless specified o!fierwise, normal-factory clearances are¼" at all vertical edg,es and a total of_ !½e" on height. HARDWARE-LOCATIONS: The sketches below indicate required dimensions for proper hardware JocatiQh. . . Corner Fitting 2-5/8 Std. Pivot. dist~nc:e or* OIMENSIONSIN INCHES· Continuous Fittings I .. I ~~-- I 7f' Dia.*. I p !. ~ t "' I ' Preparation Limitations and Hardware Specified Dimension +O -½s * As required DOOR HARDWARE: PUSH-PULLS See Hardware Section E-1 for complete line of Brite Vue Push-Pulls. LOCKS . · AS-300 is standard for top or bottom rail installation. ClOSEBS BV-860 floor clo:;;er is standard. PANIC DEVICES Various devices are applicable. Consult factory for application. NOTE: For a complete listing and cesi;:-ipticn cf harcware·;e.f~: io Seqtiqn E-1. LJTHO IN U.S.A. AUGUST l"IW"4WIUC:CO f"ll""'la.110.a-.,u u.,,... .... ,.,.. ·( { I \ "- ~· .13/1998 12:33 5529272509 ~;....::.,__ _________ ~---·· I • FOX ENGINEERING 8060 Telegraph Road Downey, CA 90240 (562) 806-1337 (562) 927-2500 fax. (562) 927-2509 FOX ENGINEERING SHl!ETNO. CALCULATED BY PAGE 02 . CHECKED BY-.-·c-----'-----DATE.---· ;....· ------,------ ..... \ ..... 1 .... )ox .. '. ... ···tH~IN~EJ.1N~ ..... ,.wA~ ...... ; .. E.JGApE~_ ......... j.To: .......... ~R~V.J:p~ .. i .... : ... ·dAtbu~AT·~ONS: .... ; .Ak, .. ; ..... : ..... . : i CONSULTATION IN iCONNBCTION WITH THE l ABOVE DESCRIBED PROJECT.: WE · ··· · (···· : · ·HAvt·····No···:zluTB01b:1'Y ... 'INs·bFA1f··-;\°s .. ·1to'.NTRAct61f1:·s·ro1f·oijNER·i'g·····p'.EitsoiN·Et·····ARt ·--:······· . .. .... t .. \ ..... CONCERNED·.-· L. ...... QWNER:.LAm) ... CONTRACTOlt:-····A~··l--·ADMON·I-SHED ···TO ··'.OBSERVE:· ·AL·L +··· .. , ·:· ...... . \ · i SAFETY oimtNANCEs roa PROTEctrdN 6R iPERSONNEL) \ : : 1 1 : : , ' ······t·· .. ··t···· .. ·· -r-....... '. .. ····-r··········t···t· .. ······r---······T .. -··t · r-.......... ;···········t .......... r; ... ;..-r .. ·······r······· r····;·t···········r········i····· .. ··r······· .. r· .. ··::········; .......... ! ..... T ......... : ..... r · ···:···· .. l" ··· ·······[···:· ..... IN ···MA·~ING ···QSE-t··O~·····!!''hESJ! .. t,od~NT;S 1··:··G~NT~~O~/~R iAG~EES·· .. TO····:ffOLD ···!·· ···· · ' 1 F,OX' E~G.INEiRIWG l HARMt~S.S 1FROM ,ALL COSTSi OF LITIGAT.I()N i TliAT. ~y : I ........ :····· . ···:•• .... arsE····:ouT····c;F .... A.Lt1E·c·t:0·····1ni\MAGit'~f;··:o~.·' .:fNJUiH:·Es···· Assoo:fiTEb·:····wi"TH .... THE ·woRK ... T. . . ........ l... .. ; ·PEFi~D ... \ .. B~·-···'·~·~sE; ........... :poc:UMtN'i'S,-····l····· .. ··I_-NCLUDING·00···lATTOfiNEY..l .. g ........ ,$ES···: AND ;"· ::.'. .. . ; . JUDGEMENTS,: UNLESS: IT· IS; PROVEN·: THAT'. SAID I:N.JURIES' OR -DAMAGES : .. : ............. ···fiESUtiED tFRO!iCt~Rots·· .. ·turtort··oMI s's]:·oNs· . FROM · ·i'iit······oocOME'ti'i'~f.·,· ... r ........ , . ,·· ... ·: . . . . ' ..•. ,; ................. + .• ,. ~--f!P~, . ' ' : ; : . . . . ~-. . .... . . . ;-· ...... :.. . . ... , ........ : ........... . : .. ·:·· .. . , .. : .... ;' ... ' ., .. . ~ ·.;. . ... .. ; . . . :·""" .. , .. t.. . ·~ ... -~ ~ r . . . ,_a,... .. '' • ; • :• • -~ •• " : ' •• • .,,,., , .. ,,,.,, ',,,.,, •!• ,.,, • •:S • ••' • ,: • • ... ,~." ' ",~,' • ""'" • •.,., • • • I . ' ···;· ...... '('"'' ; : . ; ' . ·: .. "f"''• :···-.. ,. ' ' . ....... . ' • l ' ...... : ..... (··· ...... !--........ -!-· .. ·· .... ;... .... ; ·-t-······· ··! ........ ). .. , _g$,;13/1998 12: 33 5529272509 -;d--1-··· ----- . . FOX ENGI-NEE·RING 8060 Telegraph. Road Downey, CA 9G240 (562) 806-1337 Fax (562) 927-2509 ~~ Ce'ik--~:,11' 'e::=!z!t-r:,. ..... .k:..¢- ~:. l&:·~v~ l.~~~A ~~ 1'M?. ~t-.l~I : 1 ~- ~v1"'1~ ,o-c.... ~. 17.+ "f'?"f'· ( Gs,,a,/~t-Ji:,,. Ov'~ ~\~.') -z . :1Yf"'\ >.Al< Y?Lae:f:r:" 'r"~l~ . ~-'(. ~-r, ~ $:,.~~ FO>< ENGINEERING PAGE ·03 JOB ""'b .... "'2.,_<e> Sd. .3, .. ,z_;. '2.. . SHEETNQ.-----"-----0F ______ _ r.,, ~""' . t?'-1?1 ... ~.l=l-Ci\LCULATEO·BV \P. -· "'--,,----·OATE ,_.. CHEC~ED BY--'----,-.,..,-----OATE _____ ~-- $CALE I • II H-( .. • le -{...p 'ft'I¾ ":;;A~~ 'I U.~ ~~~ I. . . :Jt --r~::.rr, H~:l.J.,· ~ -fP -r~ C.o.?'..-~Je~, +,. 07? x 1'2h )(. n.+ -¾~i. .,, ~ . II . . \I b ~ · I# 4'<. = Wx W,~.-:::;:;t~,2..1<_-r,.~:];? =-~~;, . -4 . ~ G . ~ ~ ~ . ~11,J. C., =--~~~=~~Oi( I.?;-~ C: o,~3,._17 II : -b.cc, ~ o,t;, .-,be~ ~~.2. . II . . . . Jf"': ~ ~ ~~~ 'V\~H ,~ AYAJ ~ ?~~v "f c 7c,::=' ~~~ ". ~i-,A~ -Mvk· ~H"J::\...-Y edAfJ._· ~ <::Qq.\t:=:t:.., 1~ ~~~~~ I. 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S.58, 2.35 .. 1C ~ ·o--• . .-0 -.. :s , 111 !uJ ~ JO :1216 1 ll .15 UI , .•. 53 5.71 VI .71 7.16 3.112 sf U9 J,6J ,.oeput 4.-Zl 1.26 '11.46 4:34 t..13 l .~,--\i.1; .n 36 .. i J~~2 -,:t4 .42 -;:;, i;; .&4 . : li.83 i.8 .16 1.5& l.61 1.01 .j°;o.u"'~ 33 ,.ii· •·,u, 5.~ l.5'l .;~.,-··--; ;ij-i~.-•. ---·, - . . .. -r-. . -.-· .... ... . .. ····-······--· .. ~J!~:~ :~. t~ HI .SI _6J71 2.57 .71 · I.ti 3:CI t.01 1_1..M 4'.41 1:27 , ,i.~·--·~· 1.J -~~ 1U1 ~-gg I.TI .!_S~:'__!~~._!~~~ . . IJI f 2.79 I.ti .60 ; HI Z.35 .70 1.39 3.53 1.05 11 II 4.71 J.40 iU7 5:19 U4 j 16.71 7.0I 2.119 19.56 US 1.4, 2136 . 9 44 V9 ~-· ----,-····· . ······:------. -· --· .... ,. .... --·-----. ---·····. f WI !l.7S 1.:,6 .IO !7.!iO J.16 !4 11.21 4.76 1 .• 41 U.84 6.l! I:-11.79 7.f3 2~ '2'256 9.51 UP 21.JI ;uo.J.29 · 30:07 1H9 3.1li :· l 1111 149' 2.m 1.lli /9.11 c.11 1.24 ja.t.ii ,n , .• 11:a 1.ll u1 2u110.45 :u~ ja.11 ,i~s···-;~7? :e;• ,u2 ,.Xl )U2 1&12··4~~ J --·-·-··-......... -.. , < ' , ' ·-·· -~--··--··-:·-------· This winlload chart is valid for panes of tempered ~ SUpplrted top and bottom. ·Maxin1.111......,detlac1ionis 1.00~" . -Olly when a dlird side of panel is suppcll1ed 1118 bllcwing appies: ;t:!!A 3Mo ,, • a eAD. .... &gg •a "-.. a-• ii • •· Mn. Widll • a..n ~ HIIIIG ioEqulllD·lf-... .. ----=--··· .. ,.,..... ldll!d!ia. = .. ..,. it l;lul1 fMIIPl.f: GOLECJION ~ IHI$. WIGD.AD JIZ" GUSS • 1.0 JlrGIJISS ... :II !!: 1211"' --..: ... 'F ....... --=111,111illl\illillllt D+rliea. lrJ,iplrll111Clls1 .. II)" BMIU: DEflflmOII.. 15 l,IS. WIPIDUIAD · ltrGUSS -.2.51 .; 1 • 1.2!1"' 314• GlJiS5. • .11 + 2 .... 31" ... Ddld~ = Fipat Sl!la..-r oa Ollrt I llllillol!Wi, ..... fJWIPll: ~FLECTION 1R '5 ll!S. -LOAD 112'" GUS "' 2;57 J1 (90 + am, ~ 1.11• JI~' liU&S :a • 7'&1 '9D I fflJt "' ,5J• ·~ 8 ~ :z .. UJ w ol.O ,--.,, g :;o :,;,.o .... 3: m •. cI m H Y5 3: ~ (i 0 z ;ti D ll]Q ~fil -.Q-...J .H-Vl.t:> '°UI VlOO "" ~-~ o(J\ I\J-,J V1 0-1 \/10 ....... o+ ~~ ..... IS) . . "11..0 . oow IS) lO .......... uJ°'' •• ru .... co Q .. ·c .... ..... CiJ .JD G) z~ 0~ .,.,,..... :g:~ ..a...,. ., . BU IL.DING P E R M I T PCR No: PCR.9i:3238 P~Oject Nd: A9603436 Deve_;J.,opment No: F13O5OO1 12/08/98 16:46 Page 1 of 1 Job Address: 1 LEGO DR Permit Type: PLAN CHECK REVISION Parcel No: 211-022~16~00 Valuation: 0 · Su:i,te: Lot#:. Occupancy Group: Reference#: Description: REVISION-ADMIN BLDG ELECTRICAL . :· CB971456 Appl/Ownr : GiNA YU 5342. ARMADA DR CARLSBAD CA 92008 *** F~~s Required-*** '---------------------------Fees: Adjustments: Total Fees: Fe~ description. ---------~----------- Plan Chec}c 760 Construction Tyt:>e :··NEW- .Status: · ISSUED Applied: 12/03/9$ Apr/Issue: 12/08/98 Entered By: . JM 804-8.355' Credits .. *** --------'-------,------- .oo . 90 '12/08/98 0001.~10 02 C~M'P0 • 55,,00 Ext fee . Data · -. ------------- 55 .,00 LAPPROVAL INSP.~-----DATE,.~·/g·f!;_;_. CLEARANCE _________ _ CITY OF· CARLSBAD 2075Las P$as Dr., Cai:Isbad, CA 92009 (760), 438~1161 - . . . I :1 tJ{q,/p ca ""°' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONLY .PLAN CHECK Noile/(flJi!Jto EST. VAL. ___________ _ . Plan Ck. Deposit....,..~'-------:--- Validated By _ _.,,_-+-pc.~--,-,:-::.-+s,,,c-r-":::rl-,..-,. : Date·----------w-#q,-'H---"-+-~1{:4~e:z°J2-:f f/~w~N,~~~7J~ffi~\:~wi";I;~.:'.·>F::\E;t:'Ji§it0:f-~F.1·~C:;:::,;:r;~T~,jt5¼1'k . - A~ress (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Proposed Use #of Stories # of Bedrooms # of Bathrooms Name Address City S.tate/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, .after, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he ·is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and .Professions Godel or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a.permit subjects the applicant to a civil penalty of not mor.e than five hundred dol.lars [$500]). Name Address City State/Zip Telephone# State License # ----------License Class _________ _ City Business License # -~....,..-,------ Designer Name Address . City State/Zip Telephone State License# _________ _ l.fj;f}ltl~J:1[Eij:Sf&QQMPJ:N.$'J:°{fQN,·~·-~i~t~?ZPJ;z~rr:~:?S¼f;:t:r,::~~-=:~;z~~-~-:~~::~~~:A,,}}~'\:,. :~t~~~:';"::";;-~fl,~:~:~u<)·Ji~i~~~~~::~:f¾1;Y:¥~1/~~£¥~~tf::i'.~1/~!.:{ ::~ .. ~,,;£,::,••:,;:,,,c,c·..,:. Wor.kers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 qf tlie l:abor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700· of ·the Labor Code, for the ·performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company ______ ~-----~--------Policy No·----~-------Expiration Date..,.. ______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued; I shall not employ any person in any manner so as to become subject to the Workers' Compem;ation Laws-of California. · WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines tip to oni;i hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of tile Labor code, Interest and attorney's fees. SIGNATURE______________________________ DATE ___ ,---,--,--~-- • • A;., .~2,,•i.t~::~~:r~~:~-r,~:?1;\~f:t::~,~';}'.:,;,i':i~,'? ~ <~..:-?t:w,::~·':~-·~ .'1 :/•/.:~}!' '7.$',;,~oWt.:eiJ;jOi(otiif§DECl!AijATIOtf1:,c.f:";ilc;._~;J'f0:::f,·(~:".;8t,;,; . I hereby affirm that I am exempt from the Contractor's Lic.ense Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for s·a1e. If, however, the building or improvement is sold within one year of completion, the owner-builder will:have the·burden of·proving that he did not build or improve for the purpose·of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for, such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for constru.ction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit·for the proposec:l work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include ·name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I. have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _________ ..... ~--------'--------------'--'----------------- 5. I will provide some of the work, but I have-contracted (hired) the following persons to provide the work indicated (include name/ address / phone number / type of work): ____________________ ..,...-~...---------------------------------- PROPERTY OWNER SIGNATURE ___ ~------'-----------------'--DATE..,.-----,,--,-..,.-~--- !~QM.e.~i:sj'.(;!j$JJ(Ql'.!Pf:.i:J:Q&.YQM~E_fJq~.ff:A~jJ'ijt~Jf{ijWE6s,\1,,ffi°?ilfY'.::~:ii,!:B1fa£{it~;:;,~:~;7;,;)U;~t;1~tJ;'.~:0'1:il4:;~fc!{;;..~~£;f;;::,:;j~j~(;l1iJ;'.~';;:;:{,~):'i'.J3:'( Is the applicant or future building occupant required to submit a business plan, ·acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to-obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YE? 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE QF OCCUPANCY MAY NOT BE ISSUED UNLESS T,HE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRIC::T. 1~~~<5N-~;:tru:[C.ii9Nt1:fflpJrfGi.A'.~~~~Jl!f ;;2;%-..:.;;·._;::;.-:;-;J,:,S;1;;::.~;;7;:::1";J:-~1:z;;-.:'f~~-''. ~,?:?'\I ::,:':}rt:-;~Srt)?t,,:t;_C:i\ ;;;:-s;~:~';' ,,·,:;:: ~ :-~ ·,i :t ';,. .·,: ::r·:·:f. \ . f I hereby affirm that there is a construction lending· agency for the performance of the work for which this peqnit is issued '(Sec. 3097(i) Civil Code). LENDER'S NAME--------'---------LENDER'S ADDRESS 9~J"i:,~e.~L1c~:r~'CE~TlflCA'noN_(,'7;;~'.;}-~~-,~-~"\}j:,;,".::~~,;:;;;.-·· '''"C''7".":'l'•'!.":~"<"'··:-:.-·,,,·,:;-n;-:,,:.:~-:::":-;X-:-::f_t_):-_s_:i:i::_5_:~-;:-;~-:}-;;°-2'~-I-l:t_;;_;~-1i-;~-:;;-r::-,:::~-,-~----------- I certify that I have read the application and state that the above information is <;orrect and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction.-I hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TQ SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or constru.ction. of structures over 3 stories in height. EXPIRATION: Every permit issued by the Buil · ii::ial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not c cl within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo mmenced to · f 180 days (Section 106.4.4 Uniform Building Code). DATE --------------- YE;tLOW£ Applicant' · p_it-./K: Ffnance EsGH Corporation '1.n Partnersliip 'Ulitli (jove.mmentfor 'l3uiUinjf Safetg DATE: 12/7/98 JURISDICTION: Legoland PLAN CHECK NO.: See "Remarks" below PROJECT ADDRESS: Legol~nd PROJECT NAME: Single line revisions SlzT: Revisions D The plans transmitted herewith have been corrected where necessary .and substantially comply with the ju'risdiction's building codes. · ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved.and checked by building department staff. D The plans transmitted herewith have significant d~fi~iencies 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 submitteq 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: 0 Esgil Corporation staff did not advise the applicant that the plan ch~ck has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person · [gl REMARKS: Single line reviskms:PCR98-237 (98-2369) -sheet F100 00 E502-3 (Delta 4&5),PCR98-238 (97-1456)-sheetA100 00 E501 (Delta4-8), PCR98-239(97-2027) -sheet M100 00 E501(Delta1-2), PCR98-240((~8-158)-sheet 8100 00 E501(Delta 3-5). By: Eric Jensen Esgil Corporation D GA D MB D EJ D PC Enclo$ures: 12/3/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + Saii :Qi~go, Califqrnia 92123 + (619) 560-1468-+ Fax (619) 560-1576 .. ~·ejr__ 12/08/98 16:55 Page 1 of 1 Job Address: 1 LEGO DR Permit Type, PLJ;N CHECK REVrsxon Parcel No: 211-022-16-oo Val4ation: o .Occupancy Group, Reference#, S1..1.ite: Pea l\io: PCRes245 ProJedt Wo: ASto3435 Development No:. P130:soo1 Description: PARKWIDE ELECTRIC REVISION : 0.R.tc. ~ PCR97..,,.55 Appl/Ownr: YU GINA 5600 AVENIDA ENCtNAS STE 130 CARLS13Al) CA, 94008 Fees Required *** -----------------~----------Fees: .Adjustments: Total Fees: Fee description ' ' ~-------------------~ Plan Check Lot#: Constructio11, Typ.e: V.N · Status: 'ISSUED Applied: 12/07 /98 .Apr/Issue: 1Z/08/sa Entered By: ·MDp *** -----------------------~- 02 > • ,'' -------~--~---~--ss.oo . tl APPROVAL. FW . re .. f· {€·1j . ft·J . D~ ,-i:l;_-.t-. ............ __ ··. INSP. · · · . · . • CLEARANCE---~====~- CITY OF CARLsa40 2075 Las PaJmas Dr., Coi-lsbad, CA 92ll09 (760) 438.1161 -- ,. 4'~\ t, ~ '!1 .. ( 1.!it> re-~ q1.ss- PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 . . FOR OFFICE USE ! Y PLAN CHECK NO. 1f5:._I/._ EST. VAL. _________ _ Plan Ck. Deposit ________ _ Validated By __________ _ Date _______________ _ Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel# Existing Use Proposed Use SO. FT. #of Stories # of Bedrooms # of Bathrooms ll«Mitl--ilf'C1ti~--f,afrietciaittl':l\ilsr·:;;;t;:~,yfie;•:it;• .';:r.'.;, .i1w j:f 1z·~i:;tJL,i;,';':f:'.iJ1 ; '•.?::~:1;1;t~~~r.;~:1;:r;~•iR}i;,1'·•~;J;Ift~~iif~•:~w:~;·,;'.1"&1'~!··•;;: • tt;s·5;;J;i,,01t:i:,1 Name Address City State/Zip ~~ion!lb O ?x # ·a:.; 'AeiftcANitlf, "filGo~tglotor:·4",fa ~eirt1fof C6ntraotor JK<O'.QW~~t,6'% ~gent for Owner.::, .. > ;. .,. ':ti'..>'.: \\ii:'':;, ':0 \i " ' ii ........ i . .. . . .... . tJeNA'fv ~~ H~ 12f!1Vt-CtE/,ww CA, .. ii!/ifi··· ·~~ff eJ('i-f:t 4. ;PRC>PEATY1OWNER•· Name Address City State/Zip Telephone# t~&feo,ffffiACTtfn1!'fcPMWAN"t'.J.fl4Mift~tq;,"'tt~,\,\,,,f:,t:t \ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name State License # ---------- Address ij ~); j ~ [ W Q JI 1( QS t:, JO M ~SAT JQ r,l, ;i; ~: 'J p;: f L ~ 1 { ,if.i .• ; }K0•k ,,., :;;n;.•,4;.A .A,··F' City Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: State/Zip Telephone 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3 700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company______________________ Policy No._____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIRCA TE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and clvil fines up to one hundred thousand dollars ($100,0001, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ;::;~;~-. ~-,B-1.1-IL_D_ER_;_D_EC_llA_' -R-.P..-it-,o-N-'f-,i,-'·i-,.,-x-,.,-,.\-};-.. <,-i .• -./,->s-v,-.:.,-·)-,¼-i!,l-.,f-:C,;-+0-i)-!'-:',--,. --------DATE -----,(t-tj('i:-h\!';f':'-;-2-- 1 hereby affirm that I am exempt from the Contractor's License Law for th~ follo;,,,ing reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(sl licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): ________________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): __________________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ 'CQt,ni,:mW,i$';SECTIOfl'l'OR:N6N11itslJ.>EiJ'tfA'/lsU1t;oiNGfPERMITS\ONW;:J;,);,,,,t \(\;{.\,.' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT . . e . .f{t'.QQNSi'Rllc:rtONlENDINGAGENC'l,•· · I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ $>.,:;;iAPPLtc:"lff-tCERtlFlCAtiONlyi,;': I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Bui · icial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not c,9R'~!Pll'~O within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo mmenced fo · f 180 days (Section 106.4.4 Uniform Building Code). DATE -----~---·....,f..--•_P'J_$ ______ _ YELLOW: Applicant PINK: Finance EsGil C.orporation 'l.n Partnersliip witli (jo'[)emment for '.Bui/aing Safetg DATE: 12/8/98 JURISDICTION: Carlsbad PLAN CHECK NO.: See "Remarks" below PROJECT ADDRESS: Legoland · PROJECT NAME: Singie Line Rev-isions SET:I ~NT fiRIS D PLAN REVIEWER 0 FILE D · The plans transmitted herewith h~ve been corrected where necessary and substantially comply with the jurisdiction's building codes. [ZI The plans transmitted herewith will. substantially comply witb the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies -identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corre<?ted plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to:. D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [ZI Esgil Corporation staff did advise the applicant that th~ plan check has been completed. Perso.n contacted: Gina -OTC Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person r8:i REMARKS: Revisions: PCR98-245 Sheet P000 00 E 102 Delta 10 & 11 (97-1456), PCR 98-246 Sheet 0221 00 E101 Delta 4 (97-3715), PCR98-247 Sheet C100 00 E502 Delta 2-5 (98-2983), and PCR98-248 Sheet 11 Q0 00. E501 Delta 4-6 (98-0025) By: Eric Jensen Esgil Corporation . D GA D MB D EJ D PC Enclosures: 12/7/98 trnsmt!.dot 9320 Chesapeake Drive, Suite 208 + San b,iegq, Califorl)ia 92123 + (619) 560-1468 + Fax (619) 560-1576 ', . City of Carlsbad 01/20/1999 Plan Check Revis-ion Permit No:PCR99023 U1JM&w( Buildin~;r Inspection Request Line {760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: GINA YU Total Fees: 1 LEGO DR CBAD PCR Lot#: 0 211'1000900 $0.00 Construction Type: NEW PARKWIDE ELEC REV Inspector: K-FINAL APPROVAL Date: £· {f'· 1J Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 01/19/1999 BT 01/20/1999 01/20/1999 Clearance: _______ _ NOTICE: Please take NOTICE that approval of your project includes the-"lmposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 day_s 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 Qther required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with.this project NOR DOES rf APPLY to any fees/exactions of which vou have.oreviouslv been 1:iiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 PERMIT APPLICATION FOR OFFICE USE ol\lfi Y PLAN CHECK NO.. ~~£ q q_bJ_) CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Pal mas Dr., Carlsbad CA 92009 (760) 438-1161 Legal Description Lcit No. Subdivision Name/Numl,er Existing Use SQ, FT. #of Stories Unit No. Phase No. Total # of units- Proposed Use # of Bedrooms #° of Bathrooms Name Address ·city State/Zip Telephone# [!;li~tc1>N1:f.14Qt0~j5~Q~Yl1Jl4~~f;.~~~Wf~~it)~:~;1:;~~~',-,~~!r!.:~~0i~?~~~~~f~~~~£~:~tJ;:~~~?knT~~!RE~~~~zt~~;:~1 (Sec. 7031,5 Business and Professions Code: Any City or. County which requires a permit to constru<::t, c1lter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file· a s[gried statement that he is licensed pursuant·to the provisions qf th!! Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant-to a civil penalty of·not.m6re than five hundred dollars [$5001). Name Address City State/Zip Telephone# State License # ----------'-license Class------'---,----City Business License # _______ _ Designer Name ,, Address Gity Stat!l/Zip State License # _________ _ :6;f;¥,WP.RKE~s;'\q,Qr,,ee~SAT)O~.f;;.*':siit;~;.;c.;~,;Z,::.,;:.:-::i.;,J,1,&.:~ii":2,~,~~~i!:;-~;:.;.,,;,;,,,;'.:-\:..4,::,, Workers' Compensation Declaration: I-hereby affirm under penalty of perjury one-of the following declarations: D I have and will maintain a certificate of c~nsent to self-insure for workers1 comperisa~ion a~ provided by Section 3706 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 370.0 of the Labor Code, for' the performance of the work for which tbis permit is issued. My worker's compensation insurance carrier and policy number·are: Insurance Company----------------,---~--Policy No. ______ '---~----Expiration Date __ -'--'----- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for·wl]ich this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compens'ation Laws of California. · · WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines 1,1p to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and-attorney's fees. SIGNATURE--------,--------'--------,-------"--"'-----DATE ___ ~------ ~7~{i-i6WNUE~!8iJl(DEfl)l)~QliAlj~j1Qfft~i~~~-~t{':)f,'it·f' r~~ .. :~~?ii\~f, ::t;_'i-~~-li~u~:;~~;; e::;;:) :::::fs~,-·:( f1i) } ~{J~[-::?:?4 r·:t~ !~}tf ~~ft~£;~~: t~:~f \~(¢J,t~:;;:~'.f°; ?<~~ ;~~:r~-~~~ ;-~:~~-\ :l/~f~,i:r:i I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or ,my employees with wages as their sole compensc1tion, will do the work .and the s1ructure is not intended or offered for sale 1 (Sec. 7044, Business and Professions Code:. The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. ·ff, howeveir, the building or improvement is sold within one year of completion, the owner-builder wilf,have the burden of proving that he did not build or·improve for the purp·ose of sale). 0 I, as owner of the property, am exclusively contracting with licensed ccintractqrs to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of prop!lrty who builds or improves thereon, and ·contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section -----'---Business and Professions Code for this reason:. 1. I personally plan to provide the major labor and-materials.f,or construction.of the proposed property improvement. 0 YES []NO 2. I (have/ have not) signed an application for a building,permit for-the proposed work, 3. I have contracted with the following person (firm) to provide the propos.ed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I· h:ave hired the following person. to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): __ --''-------------------'-------'------------------'----- 5. I will provide some of the work, but I have contr,!cted (hired) the following.persons to provide .the work-indicated (include name/ address/ phone number/ type of work): _____________ -'------'-------------------'----------'~-------------- PROPERTY OWNER SIGNATURE ____ ~---~~-.,.-----,-..~--~-DATE __ ~-,------- @:,~ijffl':eWr"t;1i\f$~qTIP,f(\F,Qa¥/,iQ~!fl;#.S/,Q~7TAL}~Ql);t»Ni3}f~8Mj3'.~°7Q1iij~~l;t~.;ij;[:5,,:f~[rff~]f;.;Jf_t:,:';?)f,ft:.'.~~j~~i;:J~~~~~,y?,.}':/;'$\·1'f;]f:o/~:;'..'f;'QJ'.s1:r,:fI Is the applicant or future building occupant required to submit a business plan, acutely hazardo1,1s materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance,Account Act? ·O YES O NO Is the applicant or future building occupant required to obtain a ·permit from tne air, pollution control district 9r air qllality management district? 0 YES O NO Is the facility to be constructed within 1 ;ooo feet of the outer boundary of a school site 7 D YES q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NQT'BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ! hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(iJ Civil Code). LENDER'S NAME ________ '---'---'--"---LENDER'S ADDRESS __ ~___,--,----'-'--------'---------,--- taifb~tJ;eetiC~fiCERf(~)~iJON~1~fv\:;~~~:£:M~itr?:·!~~:itf;[~~},~~;~~,~~~;~i~;0G'~~.~3[~~~}~l_~~5~if~~:i¾}1~:~}/~7~~~f~~.;{":![f~'¾~~!7:~:;~·~:?A~::~:.;,(~$r:.:.::: I certify that I have read the application and-~t.ate that the above infori'nation·Js correct and that the information-on the plans is· ac.curate. I agre!l to comply with all City ordinances and State laws relating to Building construction. I hereby authorize representatives of the Cit,-of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY , OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Bi.Ji! · icial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not Crn>'r1nAitZlf!'cl within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo mmenced fo · f 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE ____ /_• _/~e:'j_,4:z~9~- YE!,kO.W: Mplic,int f!INK: Financll EsGH Corporation 1.n Partnersliip witli govemttUnt for '.Buifaing SafetJJ DATE: 1/19/99 JURISDICTION: Carlsbad PLAN CHECK NO.: i>CR99-21 -99-2(; PROJECT ADDRESS: Legoland PROJECT NAME: Single Line· Revisions SET:I CJ~ANT ~ CJ PLAN REVIEWER CJ. FILE IZ] The plans transmitted herewith have been corrected wh.ere necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith wili substantially comply vyith the-jurisdiction's building codes when minor deficiencies identified below are resolved ahd checked by building department staff. D The p!ans 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 forthe jurisdictiot:1 to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan ·check has been completed. ~ Esgil Corporation staff did advise· the applicant that the plan check has been completed. Person contacted: Gina Yu Telephone#:. Date contacted: (by: ) Fax #: Mail Telephone Fax In Person rgj REMARKS: Addition of light and receptacle to manholes throughout Park. PCR 99-24 is not approved at this time. BY;-· Eric Jensen Enclosures: · ·. Esgil Corporation D GA D MB D EJ D PC OTC 1/19/99 trnsmtl.dot 9320 Chesapeake Drive, Suit~ 208. + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 P.02 ;~:-.,. : :'!' ' -----~!~'>' ·.· ·:,: . . ''.\:'"·-:r·-·· ::. ·,~tbATE: i/19/99 :· J{~'· ·. . .-·;-lit~UR!SDICTION: · Carlsbad .·. __ q;:-1PLAN CHECK NO.: PCR99-21 -99-26 ::·.l;,:~R~jECT·AOq.RE$S: -~golan,d ',• '!·~·~·-:'' ' .·_.jfpROJECT NAME: Sb1gle Line Revisions. , -~-' SET:I IJ APPLICANT 0 JURIS . 0 PLAN REVIEWER 0 FILE (. f '.~ The plans trahsmitted herewith have -been corrected where necessary and substantially comply ·)I.'· -with the jurisdiction's building codes. --~. . :~ . . . : .:· ;f'D . The plam~ transmitted herewith will subst~mtially comply with th~ jurisdiction's building codes · ··:: :.}f: : when minor deficiencies identified below are resolved and che9Ked by building department staff . . _:_.:: f :,o· -The plans trans.mitted herewith have significant deficiencies identified on the enclosed check list · · . }i:--:' and should ·be corrected and resubmitted for a -complete -reche<;:k . . -} ]'.?o The check list transmitted herewith is for your information. The plans are being held at Esgil ·. ,f-· · · Corporation until corrected plans are $Ubmitted for recheck . .. . ·.-: . . . i_, r:': D The applicant's copy of the check list is_ enclosed for the jurisdiction to forward to the applicant i . • contact person. ·' ---o : . ' ...... ~·. The applicant's copy of the check list has been sent to: · · · ,'k ·. 0 Esgil. Corporation staff did not advise the applicant that the plan ch~ck has been completed. ·• :,; f ~-. ~::~:::d:t::~~:dvise the applicant th~::::::;~eck ha~ been com~eted. ·.,-_.;ff> Dat~ contacted: (by: ) . Fax #; >t· 18] :-.--j~;ii .Mail Telephone Fax In-Person REMARKS: Addition of light and receptacle to manholes throughout Park. PCR 99-24 is not approved at this time. By: Eric· J~nsen Esgil Corporation D GA D MB D EJ D PC Enclosures: OTC 1/19/99 trnsmtl.oot 9320 Ches.ape~e Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 • Fa:,1: (619) 560-1576 ~ .: .. t. . !~·. ~ •; .. 1:36 P.03 .. _·)r-· -,.;l · :,~~;:,:··-·:,7,· .... -, ....... , ... ~~~-c-,,~~r~rr XI ... · :-i~1<'.fJURI.SDICTION:. Carlsbad )jil~R~PARED B~~ Eric Jensen ··. ~;t~. ';. ' -. VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: PCR99,.21 -99-26 DATE: 1/19/99 · ·t~-·r. · · ·. ji\\BUILDlNG AODRESS: Legoland ._:'-_.\( ~U{LDING OCCUPANCY: ,, i. -TYPE OFCONSTRUCTION: ,. -~ BUI.LDING PORTION -BUILDING AREA VALUATION VALUE t,• .~:: ' . . f, ., .... : '·~ ;1 ·:.-.:·. ?,:.'( \•-:: f' .... t·: ~\r. r_; ~~ . -·:, ,' ~ ,., ., ;,:,', ,f . 1 . :-~ ::,:·:· ,, .. :: ,. . , .. , ,. ::, .. : ~-~ . • . ~,=; . ~--:> .-.; \r ~ ... ::.·;r ,, . ,, ,', •' . {~_2) 2 hours plan check " - Air Conditionino .-fire Sprinklers TOTAL VALUE MULTIPLIER - . . - -· D Bldg, Permit Fee by ordinance:$ D Plan Check Fee by ordinance: $ ($) 1Z4.30 <.: ·. '.k. D 199 UBC ·Building Permit Fee ·· · j{ i D 1.99 UBC Plan Check Fee .r t ... Type of Review: D Complete Review D Structural Only X Hourly · {j/{-[] · Repetitive Fee Applicable X Other: Electrical Only ·.· .. :'.ifi · Esgil Plan Review Fee: : ·;_~tt Comment~: ·.\. :if\~ . . .' :J':· . '·: i::; ~:-.~~ :: .l: .-. ·?{f·":: ·,:·.: lf . ',: i~ . ~-: .. : ' ·.~'.::· ·:·:.::-~t:-- ~ ' .. fr' • . ··::)i-: i/ r: . $ 174.30 6661-'St A.l'BttU'BC L8-~6 -euoZ!.lV 'ns~AWH Olfl?'I ,:' '