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Home My WebLink About1 LEGOLAND DR; ; CB000271; Permitfr/? 03/20/2000 City of Carlsbad Commercial/Industrial Permit Permit No: CB000271_ Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Building Inspection Request Line (760) 602-2725 1 LEGO DRCBAD COMMIND 2111000900 Sub Type: COMM Lot#: 0 $220,997.00 Construction Type: VN Reference #: Status: Applied: Entered By: ISSUED 01/28/2000 RMA Project Title: 03/15/2000 LEGO-BEGINNING EASTCOMPLEX Plan Approved: 3576 SF NEW ADDITION-OFFICE/STORAGE Issued: 03/20/2000 Inspect Area: Applicant: Owner-: JOHN MATTOX ~ . ~ 1784 03/20/00 000? 01 LEGOLAND CALIFORNIA INC <LF> LEGOl:ANO ESTAI9S)A~-, ,..... ~ CGP / (<? PlQ.ftRG~E.tW)TAXS~RVCO /ry\\\ P· G-B0X\54311.~5 /) / \~ DALLAS rx'"'753~ _ Q I ~~ /-./77h/ ~~~o\ . . , n _ r v'lAr{S; "\ 0 'j/ Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $0.00 $0.00 Master Drainage Fee: Sewer Fee: Redev Parking Fee: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $8,512.66 $4,022.15 $0.00 $0.00 $0.00 $367.77 $0.00 $0.00 $41.00 $20.00 $48.00 $0.00 $720.86 $0.00 $16,932.81 FINAL APPROVAL Date: '5«/n Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest i111position of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. • You are hereby FURTHER NOTIFIED that your righrto 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 p,;Q_~e~~~rse~i~e fees in coli~ction with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE ~irrl:o \Wlf. ~B~~letatute of limitations has reviousl otherwise ex ired. 02 16253n83 v1.q ll FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHE CITY OF CARLSBAD SUILDING DEPARTMENT. 1635 Faraday Ave., Carlsbad, CA 92008 . EST. VAL. _...._~~::~~~::~~:~=v /Ji Address (include Bldg/Suite #) 1,/ -o 1.,,-2----/ a Legal Description -(J,Z,,,'1.-,,.-(<.:J (( Name Ad ress · 1ty State/Zip elephone # Fax # !3'.(:'.'.,?AP,P,~tc4.llft : ·];]7cBntn(ct6f., ;Gl~totCbrfuadtor; :;:'IGJ:;0,wrier, ,., , ... 'i:ieitff<i[:'6;wlifil;'7'" •: : . ;~ .-, __ ,, '··'··,~·7'.:',LF.i:•:. ,-·: • ;TZ-:?:":Z"#it "':~"Tfi,:·:V Name Address City State/Zip Telephone# ;~;;J_~;~·:_,-,6/k;~;·~;~~:.':'·'~bi}Jj)g7:;;::if~pil~),'a:¼2;[·:;,~--,-:;~o/f);db:":,;;j'.;·:~ .. _-'.;:j,>O',·.,, Name ===,_,,,,=.,,.. Address ·-·--C"""'.·,-City State/Zip Telephone# t~.~·f-_c'.9.i,j:,.Mg:T,oJ!,ii.PRMP.,MlY,,jjAM~.:::.:'~ .• ,, .~.;:-::,~ ... -.··,-:::::.\. '.~ ~ ., ., ,". .~ . :., (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, pursul!nt to the provisions of the Contractor's License Law [Chapter 9, commending_ with Section 7000 of Division 3 of the Business arid Professions Cod/j) -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 applicanno a civil penalty of not more than five hundred dollars [$5001). Name City ·state/Zip Telephone# State License # -'--.,,--1,,"'-,'1-,_,,,_'-----$ity Business License # -------~ City State/Zip · ·Telephone Designer Name State License # ~i£:::W~'®l,; .. ,;::;:;e:;:;;,O:;;:, _:;;:~;;:;.f;::;J;.;:rf:;.$;:;:'/J.:::,J:;:;,lO:;:_trf;::,-;:-:;;;=;,-:::-=.:::::--= •. ~:.::_:;:.:::::~~:;;;,;-::i:::::0.~ -~~:,;,;~<:·r,:.' ,:;~i.-~.::::.i:i::... :;;·_,:;/,;-';;' :: •::M>;<. ,;-:;:;s,:-:::::~-.,7,:·7\" ,",j}•TJ"J 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 PERMITIS FOR ONE HUNDRED DOLlARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal. penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. · SIGNATURE--------------,------------~---DAT.E ~-________ _ ~'ZL:L:O~W~!;,R::SlJJJ.Q,E,f!,QE,PJ,,~.!JAJ'JQtf.:. 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 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 within one year of completion, the owner-builder will have-the burden of proving that he did not build or improve for tl)e purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the proje9t (Sec. 7044, Business and Professions Code: The actor's License Law does. not apply to an ·owner of property who builds or improves thereori, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License t.aw). D 1. 2. 3. I am exempt under Section ______ Business and Professions Code for this reason: I P~8)1Y plan to provide the major labor and· materials·for construction of the· proposed property improvement. 0 YES JsJ"No l~have not) signed an application for a building.permit for the proposed work. ( . \ I ha contracted _with the foll winq person (firm) to provide the proposed construction (include name I address./ phone number/ contractors license number): ' 4. I plan to provide portions of the work, but I hav ired the followin!J person to co.ordinate, supervise and provide the major work (include name / address / phone number/ contractors license ·number): _____ ,____~~-------------------~----~----------,.,---- 5. I will provid ow_e of the work, but I have contracted (hired) ·the following arsons to provide 'the work indicated (include name / address / phone number / type of work): __ _p.>L!:./\~-===---======'A=+-J-./---;1---/dJ"=--.,L,;_~--,,--,-,.----'---r---~--,-.,--.,..,.-..;.....--_:_ _______ _ Is the applicant or future build, g occupa t required to submit a business plan; acutely hazardous inaterial_s registration form or risk management and prevention program under Sections 25505, 2 33 r 25534 of the Presley-Tanner Hazardous Substance Accoun_t Act? D YES _ Q 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 b9undary of a school-site? 0 YE;S 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. ~':m>'~CJiPN't:E~P!N~<ietfdv,:::,77.':,,.·,·, , :.,,:;,d',-,,~3~:";'.;?::,,,,.,!'.':"~:~:;:::--~:10~:';'"?':''i;::·~·~,-z.;-:~:·:;,/7 :-·.:·,,~·:-:",, I hereby affir'm that there is a construction lending agency for the performance.of the worl< for which this permit is issued ·(Sec·. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS ~;;~Rf!l;!.C8NI;,,;:;;Q:;;1;:;;;R:;;;T!:;;€,;:;:lC:;:.P.:;;.'.:::;T:,l:;;:9;::;J:;:~. :=,,,=_:,__:;:: __ :::_ ,=,_::,=,-_=,:;: .. ~:::;~;::_:::_,-=.,,.=::::....,;::, ,:::;,:::_,:;::.,,::., -;;:-,,--.. ,"";,,---,~: ~~:-, ~3---~~-_.:.,,_:::,_ ,~:::_:;::~=,,=-:__::, _,;;:_. _:::;.,,:;:::: .. :;?,,=·.::;::':;:'.?;:;.<;:;,_'.,::};::::;;.::;:'.·,:::._:=. =, :';::;':::;:::--:=,:::.,~:::':,_,::;;. ==, _:;:·,,,:;;;.-::;;:,_,;:·_ ~:;:;-:--"=_,,_:;s::::=~.:::p;;;;,,:::;,:::-,-_:=, ,-=-_,_::::;;:::;:::::':::;::-;'..:-z:::z::-~_::::-,0-:::f:::f,J I certify that I have read the application and state tl:lat 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 td 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 QF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and-demolition or construction of·.structures ov11r 3-stories in height. EXPIRATION: Every permit issued by the buildin Official under the provisions of this Code shall expire by limitatiqn and become null. arid void if the building or work authorized by such permit is not commenced wit · ao~a s from the date such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the~m f ti 06.4.4 Uniform Building Gode). {_ APPLICANT'S SIG~-T,URE 1/ DATE _ • 112 t t1 v ,_ PINK: Finance ; List 1 -Permit-'Iype From the foJlo\\ling list, dete®ine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the • identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 -Structure-Types" and put its code in th~ appropriate blank on the front of this appli~ation. . Residential Permits Co<:te Description -'' -.. AI,>T Apartments -new construction. CONDO Condominiums -new construction. CVNNR Conversion. Convert all or a portion of-a non-residential building to residential use, creating one or more new residential units. . CVNRN--Conversioz:i:, Conveef one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom h9use converted to a duplex, with 2 bedrooms each). · DEMO Demolition oermit. (Also specifv type of structure from List 2). ' DUP Duplex -new construction. MOHO Mobile·home, renovation, repair, or addition of accessory structure not yielding a new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). · RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached -new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) SFD Single-family, detached -new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/ Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building -repair. Damage, fire, etc, CREPLACE Commercial building -replacement. CTI Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical oermit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) -new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. ITI Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 -Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this aoolkation. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MFS+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five-attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile. home park (see distinction from single-family residence, above), FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. ____ _ (;ITV OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. _________ _ Plan Ck. 'Deposit ___________ _ Validated By~. --,--------- Date ______________ _ Address (include Bldg/Suite #) Business Name (at this adaress) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Description of Work SQ; FT. #of Stories # of Bedrooms # of Bathrooms Name Address City · State/Zip Telephone # Fax # ~~gp.g1ii/~Nr:i1JJEl~<w~~~']~:ig18smi'R'o1;~9J1t'i!s'.t2.~l:DI{?~tf8:~~i}.t~~~:Z~~:~50~fj;~~~)5.;,JJ-;fb,~~":t.~!11J:\~-i~&{~~:-~-~ Name Address . · City State/Zip Telephone# Na;ne Address City S.tate/Zip Telephone # ~~j~~-Q,(lr,1J~6TQFf~~Q~,,Nt(~~~li&-~~~~~p~~1I"~~~l~~¼i~ii~l~~~¥~~~~it~-~~~~~S~J~~~?-J:~~ City State/Zip Telephone# City Business License # ~/tf6i Designer Name Address City State/Zip Telephone State License # ---------,,---- \~ .• 1l;'/';::'::.,r::w~ofn1v,ER'S~ ~;rr,,.=o~M-.. ,· .. E-~N"'';:;P,._~,'T[1'N"~:7~:'.~\ -f_1; !~},$j";!t;f:~;\~: ::·1·~~~:-1?~-~:-:,."~~~>'°¥,::,_½ 7~.::~~7:;:~~'.~·-::.~,);:r;,\~~~':i;-y_:~:l1'~S~!\i{)J1;tf~.:?,T1f~~r:i_~~:.~:1?:~--;i<~1"'~~,::.;.,~ h,:q i.!.~~,,,,£Ji:t""'''~'t!lt ,,., ~-~, "°''' !F" ,.,,,, ~~I .,.,.1:-' ... _,,q;.,:::).,.,•,<W>~<\\,., ~~\~4,:_ ,, , ..... ~,,.,,..,,,.,,.;J: -~,.,,..,__,.,, ,~..,,......,a-;.,::.,.~,,',~, ... ~-~ ... .....,,...,.,t,,.,...,»J.,,_~"~~~~ffi\W~1,.~.,..,,,.,.,~~.:.,R~"'~'-,...;1!;.,:-,~,.,.."' •>t'w~-~~-;:~.,w,,;,,,, -.. w,..,,_'>.,,:t,,~·,.,.,,., ,,.'f.,.;,, ~orrs' Compensation Declaration: I hereby affirm under penalty of. perjury one of the following declarations: [E' I have and will maintain a certificate of c9nsent·to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance e work for which this permit is issued. 0 I have and will maintain workers' compensation,. as requ[red 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 in the performance of the work for which this permit is issued, I shall not employ any person in any man,ner 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 criminai penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fel!S, SIGNATURE ___________________ ....,... ______ '------DATE _________ _ t~:-t?iLO,WN!ht.~Q1tPilJ{P~¢.~fJ.~ffQ_~Jfr;_f)fit~~(:~J~~~~t~:1..~t1~i:;'§f~~i::::~;t:\?l{~}~_:;if;:,~-:t~;;i~-:-;t~~t~~~b':t21~7~tiJ.lJ-:~¾.:¥J:it~~tt~1i1-5!,))I~:~iJ::L~\r:J7~5 I hereby affirm that I am exempt from the Contractor's l:.icense 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 wl19 builds or improves the,reon, 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 io construct the project (Sec. 7044, ~usiness 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 construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application tor a bui.lding,.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 I address / phone number/ contractors license number): ___________ -'--.,..-'-------~-~-------------------------- 5. I will provide some of the work, but I have contracied (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): · PROPERTY OWNER SIGNATURE _______ --'---------,------,---DATE _________ _ f¢9M.fi~Il!:t1:Ii:lf~l~§gjj[l'ilfP.:~l'i{Q/V)Rf§2q~1i~1x.[Ql~oo.&JB8Mft~B~~a,~~~E..ll!El)~1:i\~si~~tfr;,:tif;~ta}tt;:~~;'1Ji);l 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 Hazardc,u~ Substance Account Act? 0 YES D NO Is the applicant or future building occupant required to qbtain 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 bqundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES.AND THE AiR POLLUTION CONTROL DISTRICT, ~8B~~il~lR1:l~fruJrf~ig19,l;!tl'i<i2~~rfg~~J~~3t:~~m~~~;:~~~~~f?:1~3:~~~~~;-~~;~~:;z~~~k1S~l~~·::}~~=~i,!S~-?~-;;~~~.;~~-~;{~~:-1~:- I hereby affirm that there is a construction lending agency for the performanc_e of the work for. which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS_.-..,.------~----------------- f9,~~e~~Jt1!';~8IlE~,C~!t9__~~~02;:;s11t1f~~~-~i:k'i~~;fu~~~ir;LJ;~~'f3~~§~~~m~~~r,½i:~:l:~U~~~~~£t1t~}:~:i-'e.~~4~~~~~~{~ 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 represe.ntatives of the Cit\' of Carliabad 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 ANI:> EXPENS,ES VVl-!ICH MAY 1.N 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 constfUCtion of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions-of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from' the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 18_0 days (Section 106.4.4 Uniform-Building Code). APPLICANT'S SIGNATURE -------------------~----- DATE ____________ _ WHIT.E: File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB000271 Type: COMMIND COMM LEGO-BEGINNING EASTCOMPLEX 3576 SF NEW ADDITION-OFFICE/STORAG Date Inspection Item l_ilspector Act Comments 5/30/2000 89 Final Combo TP AP 5/30/2000 89 Final Combo RI PM PLEASE 5/16/2000 14 Frame/Steel/Bolting/Weldin TP AP T-BARCEIL 5/16/2000 14 Frame/Steel/Bolting/Weldin TP co ND PIPE PENT'. F;C. 5/16/2000 16 Insulation TP co SUPP. INSUL@ WALL 5/16/2000 34 Rough Electric TP AP CEIL LITES 5/16/2000 44 Rough/Ducts/Dampers TP AP DUCTS 5/12/2000 84 Rough Combo PD co SEE NOTICE A TT ACHED 5/8/2000 14 Frame/Steel/Bolting/Weldin TP AP FIRE CAULK@ BLK LN. 5/8/2000 24 Rough/Topout TP WC 5/8/2000 34 Rough Electric TP WC 5/8/2000 44 Rough/Ducts/Dampers' TP WC 5/2/2000 17 Interior Lath/Drywall TP AP NO BLKING F.C. 5/2/2000 18 Exterior Lath/Drywall TP AP 4/28/2000 14 Frame/Steel/Bolting/Weldin TP AP CORR COMP. 4/28/2000 16 Insulation TP AP 4/28/2000 17 Interior Lath/Drywall TP PA WHSEWALLS 4/24/2000 14 Frame/Steel/Bolting/Weldin. TP CO SEE ATTC LIST RE-INSPECT@ INSUL 4/24/2000 24 Rough/Topout TP AP ROOF DRAINS NEW & RE-LOC. 4/24/2000 34 Rough Electric TP AP CONI;)UIT WALLS 4/24/2000 44 Rough/Ducts/Dampers TP WC 4/18/2000 13 Shear Panels/HD's TP AP 4/18/2000 14 Frame/Steel/Bolting/Weldin TP WC 4/18/2000 15 Roof/Reroof TP AP 4/17/2000 83 Roof Sheathing/Ext Shear TP NR 4/3/2000 12 Steel/Bond Beam TP NR Nb SI REPORT 3/24/2000 11 Ftg/Foundation/Piers · TP AP · SEE CARD, CALL SLIP 3/24/2000 12 Steel/Bond Beam TP AP 3/23/2000 11 Ftg/Foundation/Piers TP Cb 3/23/2000 12 Steel/Bond Beam TP co Thursday, June 01, 2000 Page 1 of 1 CIIY 01 Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite R:itle:) Plan Check #: Permit#: Project Name: Address: CB000271 LEGO-BEGINNING EASTCOMPLEX 3576 SF NE;W ADDITION-OFFJCE./STORAGE 1 LEGO DR Contact Person: MARK Phone: 6198434109 Water Dist: CA Sewer Dist: CA Inspected Date By: Inspected: Inspected bate By: Inspected: Pate: 5/30/2000 Permit Type: COMMIND Sub Type: COMM Lot: 0 Approved: Disapproved:_. __ Approved: Disapproved: __ ························································••'!••·············-················································································· Comments:-----------------------,,--,------------------- '· EsGil Corporation 1n Partnersliip witli (jovernment for '.BuiUing Safety DATE: March 6, 2000 JURISDICTION: Carlsbad D APP~NT @JURIS.· D PLAN REVIEWER D FILE PLAN CHECK NO.: 00-271 PROJECT ADDRESS: 1 Lego Dr. SET: II PROJECT NAME: Beginning/Ea$t Complex Addition LegoLand D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the. jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have $ignificant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.I \ ~ ~ The check list transmitted herewith is Jar your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ' The applicant's copy of the check list is enclosed for the jurisdiction-to forward to the applicant contact person. The applicant's copy of the check list has been sent to: . Esgil Corporation staff did not advise th~ applicant that the plar:i check has been completed . . ' . ' Esgil Corporation staff did advise the applicant thanhe plan cbeck has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax ·#: Mail Telephone Fax In Person [8J REMARKS: Provide a letter from the soils engineer, stating that the foundation plan has been reviewed. By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC 2/29/00 Enclosures: trnsmtl.dot 9320 Chesapeake Drive; Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 'l.n Partnership witli. (jovernment for 'lJui{cling Safety DATE: February 11, 2000 JURISDICTION: Carb,bad PLAN CHECK NO.: 00-271 PROJECT ADDRESS: 1 Lego Dr. SE:T: I PROJECT NAME: Beginning/East Complex Addition ~ANT D PLAN REVIEWER 0 FILE LegoLand 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 st_aff. D The plans transmitted herewith have significant d~ficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [SI 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. C8] The applicant's copy of the check list has been sent to: John Mattox 5115 Avendia Encinas, Suite G Carlsbad 92008 cgJ Esgil Corporation staff did not advise the c:1pplicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Telephone#: Fax#: EnclosLJres: 2/1/00 trnsmtl.dot 9320.Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-271 February 11, 2000 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 00~271 OCCUPANCY: B/S1 (M/B) TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: 24000 SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/28/00 DATE INITIAL PLAN REVIEW COMPLETED: February 11, 2000 FOREWORD (PLEASE READ}: JURISDICTION: Carlsbad USE: Office/ Storage . (Base Building) ACTUALAREA: +3576 (New total= 20592) STORIES: 1 HEIGHT: -20' OCCUPANTLOAD: -+19 DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/1/00 PLAN REVIEWER: Kurt Culver This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Cooe, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations· enforced by the 81,Jilding Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departmE;mts. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 USC. The following items listed need clarificatioo, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · To speed up the recheck. process, please note on this list (or a copy) where each correction item has been addressed, i.e.1 plan sheet number, specification section, etc. Be sure to enclose the marked up list when you. submit the revised plans. Carlsbad 00-271 February 11, 2000 • GENERAL Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Av.e., Carlsbad, CA 92008, (760) 602-2700, The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments~ NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. All sheets of the plans are required to be signed by the California licensed architect or engineer respohs·ible 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. • FOUNDATION 2. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design · recommendations based on the engineer's findings and shall comply with UBC Section 1804. 3. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1'629.4.2. 4. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). Carlsbad 00-271 February 11, 2000 5. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: a) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. • STRUCTURAL 6. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-II-G. a) Revise detail 23/S2, etc. to show horizontal straps at the window header/sill to reduce the h:t ratios. See Figure 23-11-1 on page 2-290 of the USC. Alternately, shift/remove the windows so as to create wider shear panels: 7. In the ledger calcul.ation for detail 18/S2, ple.ase indude the allowable bolt value check per Section.2318.3. 8. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. 9. Please check the adequacy of the horizontal diaphragm to transfer the loads on page 18 of the calculations. 10. Check chord forces in the lateral analysis. 11. Since the "basic" structural system for this building is bearing walls, the "R" value . to be used in the seismic design forthe braced bays should be 4.4 (see Item 4a in Table 16-N under the Bearing Wall System heading). Please revise. · 12. Additionally, the braced frames must be shown to comply with Section 2214. Specifically, please show how the design satisfies Sections 2214.6.3 (using Q). • · ADDITIONAL 13. See the followin_g sheets for PME Corrections. Carlsbad 00-271 February 11, 2000 14. 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. ' 15. 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 chang.es b.een made to the plans not resulting from this correction list? Please indicate: D Yes D No 16. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California_ 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, p·lease contact Kurt Culver at Esgil Corporation. Thank you. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1997 UNIFORM PLUMBING CODE) 1. Include the square footage of the existing roof area served by the (existing) roof drain that is to be extended through the addition. Include the required slope for the installation. · MECHANICAL (1997 UNIFORM MECHANICAL CODE) 2. The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 3. On the mechanical plar:is clearly show the limits of ceiling space used as duct or plenum. a) All material exposed within the plenum shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of UL 181 as per UMC Section 604.2. b) Combustibles within the plenum space must comply with UMC Section 601.3. Flame-spread index of riot more than 25 and a smoke-developed rating of not more than 50. c) A combustion products veht, vent connector, chimney, or chimney connector shall not extend into or through an air duct or plenum. UMC, Section 804.1. (Unit heater) Carlsbad 00-271 February 11, 2000 4. As per UMC, Section 404.1, Return air shall not be obtained from the following locations: 8. A corridor, exit passageway or exit enclosure required by the Building Code to be of fire-resistive construction. ENE:RGY CONSERVATION 5. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (b ). (Conditioned storage area) 6. The completed and signed ENV-1, L TG-1, and MECH-1 forms must be imprinted on the plans. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the cor;rected items have been addressed on the plans. Carlsbad 00-271 February 11, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Lego Dr. BUILDING OCCUPANCY: B/S1 -- BUILDING PORTION BUILDING AREA (ft.2) Office/Storage Add. 3576 Air Conditioning Fire. Sprinklers TOTAL VALUE PLAN CHECK NO.: 00-271 DATE: February 11, 2000 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) 220,997 220,997 D 199 UBC Building. Permit Fee [2J Bldg. Permit Fee by ordinance: $ 1044.58 D 199 UBC Plan Check Fee ~ Plan Check Fee by ordinance: $ 678.97 Type of Review: ~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D. Other: Esgil Plan _Review Fee: $ 543.18 Comments: Sheet 1 of 1 macvalue.doc 5196 DATE: _:L/; fl /)1 BUILDING ADDRESS: BUILDING PLANCHECK CHECKLIST v:;? PLANCHECK NO.: tJ-Ji& ~Gd ~- CB ()1J7J ;)_ I I PROJECT DESCRIPTION: ~$7(l});kfµt4 ASSESSOR'S PARCEL N~MBER:-2ff:-. O k:k -/'0 /0 / {p ENGINEERING DEPARTMENT APPROVAL EST. VALUE: ~.J-iJ~97 / DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. Cl Right-of-Way permit is required prior to construction of the following improvements: Please see the attach~d report of deficiencies marked with 0. 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: By: -~--------Date: By: Date: FOR "OFFICIAL USE 0NL Y NGINEERING AUTHQ'RIZATl0N ·To· ISSUE BUILDING PERMIT: '/!J~ By: D D D D D D D D D D ATTACHMENTS Dedication Application 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 Date, ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordatiom Carlsbad Tract: A-4 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 60~-2720 • FAX (760) 602-8562 @ 0 0 3~0,1 0 0 0 0 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines B. Existing & Propos~d Structures E. Easements · C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets G. Driveway widths 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a·. Project does not comply with the following Engineering Conditions of approval for Project No. _____ ---'------------------- .~ .·~ 50i1:96--I~ 4b. All conditions are in compliance. Date: _________ _ H:IWORDIFARMERIKATHYIMASTERS\Bu1lding Planchecl< Cklst BP0001 Form KF.doc 2 Rev. 9/3/97 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and. subm.ittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be acceptby mail or fax. Dedication completed by:____________ Date: ____ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ _______ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows:------'----------- Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil ~ngineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached ~_hecklist 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 plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. · . . . Improvement Plans signed by: --------,-------Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18,40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and apgroved by the City prior to issuance of a Building permit. Future public improvements required as follows: H:IWORDIFARMERIKATHY\MASTERS\Buildlng Plancheck Cklst BP0001 Fann KF.dcic 3 Rev. 9/3/97 " ... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BUiLDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notari:zed to the Engin_eering Department. Future lmptoyement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 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). 7b. Grading Permit required: A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading inspector sign off by: Date: -------------,--- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d. No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjqcent to the public 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 requi~ed for: H:IWORD\FARMERIKATHY\MASTERS\Buildlng Plancheck Cklst BP0001 Form KF.doc . 4· .. Rev. 9/3/97 ·" •' ' 1 st,I 0 0 0 0 • 2nd,/ 0 0 0 0 3rd,/ 0 0 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) 4:38-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: 0 11. NPDES PERMIT 0 Q 0 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. ~d fees are attached 0 No fees required 13. Local Facilities Management Zone Transportation Fee. Agmt Signed. 14. Additional Comments: H:IWORD\FARMERIKATHY\MASTERS\Bullding Planchecl< Cklst BP0001 Fonn·KF.doc 5 Rev. 8/3/87 ~ .... 1 • .; ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET ~ Ty;pes of Use: CU v--''-:-f----=------=-:!.,--ADT's: ------ TypeS of Use: -------Sq. Ft./Uni.ts: _____ _ ADT's: ------ FEES REQUIRED: WITHIN CFO: DYES {no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE FEE/UNIT: ___ -'--_ PARK AREA & #: ....;.,_ ______ _ X NO. UNITS: __ _ =$ ~ ,. D l~f)ty --X FEE/ADT: =$ t.1Y7· 77 v ZONE TRANSPORTATION ADT'S ____ X $10 =$ ~ D 3. BRIDGE AND THOROUGHFARE FEE {DIST. #1 DIST. #2·__ DIST. #3 __ ) AD T's/UNITS: ____ _ X FEE/ADT:_----'--=$ ____ _ D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 357(e 0 5. SEWER FEE ZONE:-'-______ _____ xGo.FT./UNIT: ' f/'0 PERMIT No. _ J EDU's:. 0.-3;7_ X FEE/EDU: /f:J 7 =$ BENEFIT AREA: ----'----DRAINAGE BASIN:. _ _,;.__ = $---'-r_ -~.:;,___---'--EDU's: ____ _ X FEE/EDU: ...... __ _ D 6. SEWER LATERAL ($2,500) -------=$. __ ,;__ __ _ D 7. DRAINAGE FEES PLDA. ___ _ ACRES: _____ _ X HIGH ______ /LOW __ _ FEE/AC:.____ = $_.e../ ___ _ TOTAL OF ABOVE FEES*: d ,5 7J-I} 3 *NOTE: This calculation sheet is NOT cJ complete list of all fees which may be due. Dedications and Improvements may also bE:t required with Building Permits. P:IOOCS\MISFORMSIFEE CALCULATION WORKSHEET 'REV 4/29/99 /000(![,t -:::. 6. b~ IOU/4, /so-m -= 0. d-I .... .!!! "' 0 >, .Q N at .Y. " ., .c () C: "' a: .!!! "' 0 >, .Q M at .Y. " ., .c () C: "' a: ~DD }x'(D D '¢DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. cso:J-u27 / Address One LGGoL-A1tl/J ,(};(!;11.E Planner L'.>ori Nf:3-l{ Phone (61 9) 438 1161, exter 1sio1 rGo2-'i6/2 APN: 2//--/CXJ -// . . Type of Project & Use: ~~t;~Net Project Density·: N//-t DU/AC Zoning: C-,-9 General Plan:~,(> Facilities Mcmagement Zone: 13 CFD ~out} # I Date of participation:/2-21-23' Remaining net dev ·acres: IS: 'trfcie One · (For non-residential development: Type of land used created by this permit: All.airer" Com,-,e/'C./ci/ UJe.t ) Legend: ~ Item Complete (CJ) Item Incomplete -Needs your action Environmental Review Required: YES __ NO x__ TYPE ___ _ DATE OF COMPLETION:-'--'-------- Compliance with conditions of approval? If not, state con.ditions Which require action. Conditions of Approval: Discretionary Action Required, · YES_. _NO¾_ TYPE __ _ APPROVAL/RESO. NO. . N/rf DATE __ .------~-- PROJECT NO. . A/('A-_' (.541'%-IC/) OTHER RELATED CASES: fk/mi,,,i~\e ~~ *7 --J(}f) %-&' /J;ry)tbved. Compliance with conditions· or approval? If not, state conditions. which require action. Conditions of Approval: ---'-.;...._-'---"------------------ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES X NO CA Coastal Commission Authority? · YES NO _k If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200,SanDiego CA 92108-1725;(619)521-8036 1 _.,, ~ ./1 C:0,,V,_J(J I t'i:::JrJCe tA//777 Determine status (.Coastal Permit Required or Exempt): g]t::_ 96-/6 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 Pl~ns as "Exempt" or "Coastal· Permit Required" (at minimum Floor Plans.). 2) Comple~e7CoastaJ·Permit Determination Log as needed. '¢"00 ~D D -;zi: D D , D D Wo D )ti D D )1 D D 'MD D DOD lnclusionary Housing Fee required: YES (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO Nol(_ (A/P/Ds, Activity Maintenance·, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional' site p·lan dra·wn to scale. Show: North arrow, property lines, ~asements, 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: Required Shown ln,erior Side: Required Shown Street Side: Required Shown Rear: · Required Shown 2. Accessory structure setbacks: Front: Required Shown Interior Side: Requir~d 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 -------------------------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ?Zu DATE /-J/-00 Carlsbad Fire Department 000022 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 04/12/2000 Building -Plan Reviewed by: ------------ Name: KITABAYASHI DESIGN Address: 517 FOURTH AV #401 City, State: SAN DIEGO CA 92101 Plan Checker: Job #: 000022 ------- Job Name: Legoland Bldg 216 Bldg #: CB000271 ----------------------------Job Address: 1 Lego Dr Ste, or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review· carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications p;ovided in your submittal. 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. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. 1st 000022 2nd FD File# 3rd Other Agency ID I '·1\ . }/i~~'/; "f?i~,~!::{;:,:\)~,:i,;f~;,:: ,..";_ ; ... "' 1 '\.'1,, ,' ~:" BURGESS ENGINEERING .GROUP ' ·:·:,: PAGE: · · · ·. ::? ;~~~11~~Wt~t::f~~.~~~;~ ·. JOB#: 91' '94,b ~OJ·· . , : . . ' DATE: ;!-IS?-~ ---__ -/---i------+---l---·----~V~J~,..:-. _____ J:;..:, -~,.:h3~---------------------· _______ i,!"_/..-11it~~-_ ----1,1 -I . ----i---1---1------1--·• --1-·-1---1---1, .. -16..1-~.l. ,.. .... l, ,ia;i~ ~-... ~-. 7e, #-J .. 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I I I i I ' -I ' ' ' / ' I : J I ! i 1/ I l ____ ._,1--....i..-i---t---j-~! I ! I i __.;,._ ------·----· -.-.. ~--~------·-----------+-+---·--I 1-:---~ -.. ----I i i I I I i ' l I I i l I ! I ·j ' i i I I i ! i I i I ' I i i 1 ! I I j· -) i .. --·-· . I i I t .. I I ' i I I 1 j 1 ... L j--' I I \ I I -1-. ---- i I t ,_ l ·• i ' ,. I ~ i -' -· I : : ' j i : i i ... r i I I I I i ------- -. +---- I ! rT ~ I :1 I I i i ! I L_ __ ~, _.__, _ _j__;_J__j__J_.....,L_L--1.,.-L...L-l-J _ _,_ ____ .,__ " -~ --1 I I -·---· ----.j -.. ·1 ! i ' I i -----i .. I I I ! i I I .. I ... i ! i ! ! i ! ' ! ---! I· ; I I··.. : ,. ! ' I , : : ~-·---4--------~ I I : ! l 1. . L -1 I I I i I : I I I I I- I I ·I I I ' I ! I i I ' BURGESS ENGINEERING GROUP PAGE: 18 of--'--~ JOB#: 9'7IPI-~ -c I DATE: /-13-ZtJM NAME;_....,,/,""'J~l3:..1-'+t..J."'-'.,,...."----·r j ; : ·---~ l i ! I i ! I ' I i ! l i : I i·--! -----T -! I --· l t • ·----· :I:. -· Ii . -~r ~(n. Jr. : --... I j_ . . .. -·1·· : ,j! I ~~:. -~ i i I i I ' l I I I : ! I 1 _.,._1--:--· ----1-.......;...i --lit,-;;;~---I : I ; : +---t-. I ·---r--;-··. -' : I I : 1 1 , >-1 I .. · : ---1 ·-1 : 1 i i I I i / i ' : i : ; i! . ! ;. ! l ' --L{ :;_ \ I ~Z,~!._Y?;.fJ.::---/tk 4!4::_l l __ ·_·,. --+1 _1-1---l---l!,,-. . -. .. . ... ·, .. -· . --j . ,:!_' ~~ t.;.t, ---·----·- : i . i V j -. : !t:?~'~;p~ 7Y ': /J~_t. ':: .. l / .. 1 · • ,. : l J/} -~ ~ -1~~ -st -····--·--1 ·--·--------------------------·-i i I I l j i I I .) i .,. I I I I I ·-j· I .. I l I . 1· ·1 ·-----. -·-··--------~~I-·-a, ___ .. ·--. -I -l ·--· -1--.. -·+-· ·----. ----------------------· -··-.. ----··--· ---i . ' I I ; ! ! I II ',! ·1 !1 · . -.. --·-- . -.. . --. . .. ,: ,,· ..... . . -II ! i ----1--'-----.......J·---'---'--.J----__,__..,_~_..,.........,__,_.........., __ ..,_ .......... ---1_.J _ _,___,1 __ , __ , __ , __ _,___, _ ___, ----· -----~-l---1----- · ~ BURGESS ENGINEilli.lNG tJ.li.OUP SHEAR PANEL SCHEDULE - NO. MATERIAL THICK. EDGES NAIL SIZE 1 Gypbd. 1 /2" Unblocked Sd 2 11 II II Sd 3 ,, .. II Blocked Sd 4 II II II Sd .. s II S/811 " 6d 6 Stucco 7/8'' Unblocked Ii 7 Plywood S/16" Blocked 6d 8 If 3/8" ft aa· 9 rr ,, iT 8d 10 II It " 8d 11 ,, . fl. " 8d , 12 If 1/211 'rt 10d 13 ,, II ft 10d 14 ,, It n l Od 15 " 11 If .10d NOTES: . PAGE: / 9 of----'-'--- NAIL SPAC 1G ?'' lJ. If 7" 411 {l 'f 6'' 5'' 6'' 4 It 3" 2 If u 11 6" Q II 3" !I ti 2" II!$ JbB #: ?9JM-Ql C ••• i '-I ! , i&56 bAtE: ------·~ ALLOW SHEI\R .. .. so 62 62 ·~ 75 87 180 180 264 384 692' ~· 636 310 460 600 770 1. S/8 rt dia. Anchor Bolt .Spac'lng.= (6J5 ,c: 1.JJ)/CActual Wall Shear) = Soac'g .ln ft. · 2. Bottoot plate pins~ (160 x 1.00 x 12)/(A. w. s.) = Spac'g in inch. ror-3/t5!"' dia:.. shot: ~ins -HU ti oc-Rams~t. ONLY. 3. Bot torn-plate nail'(; = ( 108 x 1 .33 x 12)/(A. IJJ. s. }" = Spac I g in · inch. ror 16d common Mails. ~. Gypbd-_ Shear Panels shall be nailed With coo1ec-'na11s as noted at all r-ramir1g. member~. inc;ludlng top· end bottom i:rl~H:es. S. Plywood Shear-Panels shall be minimum G·c-~de CO:iulth Exterior Glue1 and shall be nailed .1111th c:Otmior-i nail:s at all edges as noted and 1 2"o.c .. at inbir~dial:e ftam1rtg ,members. - it Stucccr lath shall be ra~·tened. with,No., 16· ga staples wit.Ii 7/8'' long:. legs or-No. 11 ga r:ialls;· 1 l/~1' ibhg with 1t1stt dla. head. - . .. ."'.. . . - . .. ... __ ..,; --!' i'-,....__; f i.....-:-..,, ...... :-..t..,._..,~ .- . ·-·-~,- . . .. t.~-~ ............ ;t~_,i '~: .. PAGE: gp., of ·"-··' "" · ·, BURGESS ENGINEERING GROUP JOB#: f?'ltJ~ '()/ DATE: I---t! -.. tcl:>o.o NAME: ..J.J B' J- • r ----. ~----- 1 I : I I --i ··1 i_ r--·--i---i 1 ' ! . } \ I '--···/ -• I •• -•. 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"--~---...... -.: I~~-~--1 ! -.. i/ -.. -. ··-· --.... .. . ____ ,__ .. --- r---·----1-·-r--! : I· .. ......... ______ l .. I. I ----i--, .. -----_ .. --· !_ ~---- • I •/ ., ,·. I I I ! f f I • •• • I ·/ Also available with ·2 or 4 lamps Cross Section -2' x 4', 3-Lamp, Lay.:fn f.----1 11,·~ .,1. LoG;}Jo 0~ J_~e.= ~ I I 1 .. . I I 48" T ( o-. 1ft Dia. K.O. 24~· l I I Ceiling Compatibility Type G Type F TypeM .24" 1 . I i f I /o,. I \ 1 0 ~o\ 1 J.. 11/ Dia. K.O. I ) 2" x 3" Rec. Hole ,. D ) · 48" I For lay-In installation In exposed grid ceilings. Maximum-tee widths of 1· and maximum tee heights-of 1-1/2" allowed. Overlapping trim conceals edges of cell- ing opening. Wing hanger suspension included. "Fit-in' style extruded tHm aligns with modular Ille Joints. Fixture is supported from concealed suspension, includes adfustable wing hangers. Complete ordenng infonnation on back. Dimensions and spec~ications subject-to change \'lilliout notice. 4PS24-3 Specification Grade Non-Air Troffer 2' x 4', 3 Lamps Type: f[x:H.lr.i. '])es,q"na:l:,irn A-I I Job-Description: L.etJoltla.d Ca(,foroi4 -Betjmri, W( ~;;,+ C.Omple.'f.. G1-panG1on Features • 4-1/2" deep troffer eliminates lens shadowing. • Contoured housing maximizes photometric performance with uniform lens brightness. • Mitered corners on tjoor present a clean uninterrupted appearance. • Unique stepped ballast cover prevents any shadow being seen through the lens. • Rolled edge housing on all four sides makes the fixture safer and easier to handle. • T-slot steel hinges insure a snug door fit and positive retention when opening. • Heavy duty door frar;ne enhances appearance from eye level. • Snug door fit eliminates light leaks. Housing Fixture is constructed of clie fanned and embossed code gauge ste·eJ. Endcaps are hinged and riveted to the housing for added rigidity. Designed for installation in all ceilings as shown below. Specify exact ceiling type. Integral tee bar clips are located in the endcap. Ballast & Electrical All luminaires are completely wired with class "P", thennally prot~cted, resetting, HPF, CBM, LE ballast, sound rated A. Lampholders are me~ium bi-pin with positive retention and edge-wipe contacts. Furnished with an access ph:ate. Finish All metal parts are processed with a multi-stage phosphate bonding treatment and finished with a high reflectance baked white enamel. For a post painted housing finish suffix catalog number with PAF. Shielding Standard lens is a 100% clear prismatic acrylic pattern 12. For other available lenses consult lens option sheet or contact your Columbia representative. Standard flush door is fanned steel with mitered comers. Regressed steel, flush or regressed aluminum doors with mitered comers are also available. Labels All fixtures carry a U.L. listing and bear U.L. recessed fixture labels. Approved by Canadian Standards Association. ( t){X)~ 7/2 3808 No.rth Sullivan Rd,• Spokane, WA 99216 • (509) C•1umbia 1 •• '~4PS -2' x 4', 3 lamps ' 4PS24-332G-FSA 12 C•lumbia _ T.tSOft:2.-&'1000 'Report No: A9719 Efficiency: 74.9 S/MH: Parl 1.25 Norm 1.32 PO 8oic 2717 (tt220) 390I North Q.Ao-, ROid '9okaMWAffltt Environmental Laboratories Zonal Cavitv Method Coefficients of Utilization Floor Reflectance • .20 nt:POIU • Af71't RC 80 70 50 0 OATtt' 6,/13/Tl RW 10 50 30 10 70 50 30 10 50 30 10 0 PMOTONETRlC REPORT PR!'PAR[D l"ORt COLIJMHA LJGHTING LUl"tINAJl'tl!;t •PS24-332G-~!1Al2-E89 1 83 80 77 74 81 78 75 73 75 73 71 66 2 X 4 l-1.AMP WJ'TN A-12 PArTE,.N ACRYLIC AAIS~D U.NS 2 76 71 67 63 74 70 66 62 67 64 61 57 l!!/IIL.1 ~11211 L.MP, F032/4U(I 9.F.1 ."1~1i1 WATT!:t 94. LAMPS AATf;'.0 AT :HIii LUMl:NS 1!:ACH 3 71 64 58 54 69 63 58 54 60 56 53 50 LU1'11NOUS AAEA, •,. n X :zi.7!!, A&:FLECTANCEt 8~ .ft7 "CUHTJ NO r Rt'CU!.£:J 4 '65 57 51 47 64 56 51 47 54 50 46 43 """""' SAAL 1.2:, """" 1.32 .!tHl&LOINOt •PML U N0Rt1 'fll 5 60 51 45 40 58 50 44 40 49 44 40 38 PL.OT 01" HOfttlAL ~ANe 6 55 46 40 35 54 45 40 35 44 39 35 33 CANDLliPOWlil\ ;··· •• 7 51 42 35 31 50 41 35 31 40 35 31 29 OEO ·-22.:, .. b1.3 NOIU1 J:LUX • .. • 2f.t21!, 2b29. 2,211. 2628. 2620, I ·. 8 47 37 31 27 46 37 31 27 36 31 27 25 ' 26.lQI. 2419, 2&2&. 2627, 2"19, 24~. I 10 2,n. 2::,00. urn. 261111, 2b07 .. I 9 43 34 28 23 42 33 27 23 32 27 23 22 u :2::s22. 2:,:sa. 2,,:,,. 2:,01. 2:soe. 123. 1 ,. 24Alh 2446. 2,e,. 2532. 2'34. I 10 40 31 25 21 39 25 21 24 21 19 2' 2:142. 234-7. 24211. z4:,z. 2•:n. 11•"· 30 29 ,. :nm•. 22•1. 2:tm2. 2n,. 23A.:5. 30 20:s0. 2e11. zu1. ·n1,. 2u1. 132:s. ; .. 1iu,. 10:,4. 11122. l'f6J. uee; •• 1'64. 1:,e:,. 1649. 1697. 11•"· 12:,,:,., I Energy D~ta ,. 127"1, 12111. 1.3:r;s:. 1.3:,f,,. 1371. : Zonal Summary .. 9'94, '989. 1937. 1143. 111:,3. ""· •• , .. ,. 727, 7:,7. 7&1. 7'5. I LER: 72 Energy Co~t: $3.33* .. :,23. ,u, . :51i3't. "'· ,21. ,:n. I 79 ;J67. 363, ne. 3'1. 381. Zone Lumens Lamp Fixt Input Watts: 86 BF: .95 " 26>7. 266. 228. n• . .... """· I •• 204, ,.,1. 119, 297. 22,. ; .... .. The above energy calculations were •• 107, . .... 109, 1u .. 118. u,. 0-30. 2082. 23.9 31.9 •• .. .. .. ,. .. 0-40 3404. 39.1 52.3 conducted using a specffic lamp/ • ZONAi., SUMMARY Thl• PMt.o.-•trli:: t•wt "'•• P•r'1'0rlfted 0-60 5579. 64.1 85.6 ballast combination. Actual results t~E l.TJl"ltNS W'lff' FfXT u,tnq • •n«i 'le bel1.at1t. / le<11i, Cdl'ltti.,. 0-90 6515. 74.9 100;0 may vary depending upon the lamp 11-:s, 2092, 2:S,'1 lL.? n.at.10tl, £,rtrapol•Uan Df ttw•• d•t• fr,,-o-411 ~04. 3'1,1 :S?,3 01:.M.-a.al1,ut I l••o c0111et"•t10"• iii•y 90-180 o. 0.0 0.0 and ballast used. Lamp and ballast ll-•• :S:S7'1, .... J. 9:S.6' g.-ociuc• 11tl°ro.,.ou• '.--ult•• TM b,.ll•"t specifications are subject to change e-,, 11,1,. 14,'1 lH.e factor .... .. .as,ol.Od to th• IUnMM 0·180 6515. 74.9 100.0 '10--188 .. . .. . .. ovtout "'•ti.,,, •••1,;,nff to tt,• l.a111PC,.> Or-without notice. ·-··· ..... ,._. ..... 'F'""""" .............. 'Corr;iaratlve annual lighting energy TESTtD BV. ~ ,_.OV,:D SY, cost per 1000 lumens based on 3000 t(ST ,WN N ACCOftl>MCE TO CUM!NT I ,!,.!I, N.!IL.l~D ~OC(tlUIIES hours and $0.08 per KWH. Ordering Information Example: 4PS24-340G-FSA 12-LE120-Sl.L 4PS 24 - J ----__ .....;.;_. --.. T I Option• 4PS -Specification Grade Fixture Size 24 -2'x 4' No. of Lamps 2· Two 3 -Three 4 -Four 6 • Six Lamp Type 40 • 40 Watt, T12 32 • 32 Watt, TS Ceiling Type G -Inverted T-Bar F • Overlap Flange M -Fit-in Flange Door Style FS -Flush Steel RS -Regressed Steel FA · Flush Aluminum RA • Regressed Aluminum Voltage 120 • 120V 277-2TTV 347-347V Ballast LE -Energy Saving Magnetic T12 Z. Zero Degree Magnetic T12' EB12 • Electronic T12 3EB12'• 3 Lamp Electronic T12 OCT• Magnetic TS (Octron) EBS • Electronic TS 3EBB -3 Lamp'Electronic TS 4EB8 -4 Lamp Electronic TS For <10% THO Electronic add LH-(ex. EBSLH) For a specific ballast vendor, show as option ·Not for use W/energy saving lamps Shielding .. GMF -Slow Blow Fuse GLR -Fast Blow Fuse CSA -Approved for canadian Standards Association EL -Emergency Battery Pack PAF • Painted Alter Fabrication SLL -Springtoaded Latches RIF • Radio Interference Filter MS9 -Master/Slave Pair with 9' Harness A12 -Acryl!c f1.risiriatlc Pattern 12 A1s -Acfyllc Prismatic Pattern 15 .A19 -Aciyilc Prismatic Pattetn 19 Pei -fl?" x i/2" x i/2., Specu!ar silv~r l=>tilystyrerie Louvet PC2. -i-1/2"x i-1/2 .. )c 1" Specular Silver Polystyrene Louver For thicker lens, specify -Example: A 12.125 Flanged cut out dimensions for single unit oniy: 24-1/8" x 48-1/8" C696 3808 North Sullivan Rd. • Spokane, WA 99216 • {509) 924-7000 ) .~ l • . .. , Also available with 3 or 4 lamps Cross Section -2' x 4', 2-Lamp, Lay-In i.!•---1o•r--, ~L-~L-=~o~=Q;J)=· =o=~ 24• 1~-----,J .__f_..i.o_T ___ · o_,. -,-·__.\ 11,• Dia. K.O. ----48" ---• T I 24" l [ o-< 11;ma.K.O. 2" x 3" Rec. Hole >D_) I -------48"------- Ceiling Compatibility Type G Type F Type M For lay-In installation in exposed grid ceilings. Maximum tee wkllhs of 1* and maximum tee heights.of 1·1/2" allowed. Overlapping trim conceals edges of cell- ing opening. Wing hanger suspension included. "Flt-In' style extruded trim aligns wit,h modular tile joints. Fixture Is suppprted from concealed suspension, inciudes adjustabfe·wlng hangers. · Complete ordering information on back. Dimensions and specffications subject to·change without notice. ' 4PS24-2 Specification Grade Non-Air Troffer 2' x 4'; 2 .tamps Type: h ~(/,; :Pewqrl4'W1YI A-Ii.. Job Description: LeqoLand California -:8eqwn·1nq £a':>4 Con,pJe.y. £y.pa.t,1:,1bn Features • 4-1/2" deep tr.offer eliminates lens shadowing. • Contoured housing maximizes photometric performance with uniform lens brightness. • Mitered corners on door present a clean uninterrupted appearance. • Unique stepped ballast cover prevents any shadow being seen through the lens. • Rolled edge housing on all four sides makes the fixture $afer .and easier to handle. • t-slot steel hinges insure a snug door fit and positive retention when opening. • Heavy duty door frame enhances appearance from eye level. • Snug door fit eliminates light leaks. Housing Fixture-is constructed of die formed and embossed code gauge steel. Endcaps are hinged and riveted to the housing for added rigidity.-Designed for installation in all ceilings as shown below. Specify exact ceiling type. Integral tee bar clips are located in the endcap. Ballast & Eiectrical All luminaires are completely wired with class "P", thermally protected, resetting, HPF, CBM, LE ballast, sound rated A. Lampholders are medium bi-pin with positive retention and · 1_3dge-wipe contacts. Furnished with an access plate. Finish All metal parts processed with a multi-stage phosphate bonding treatment and finished with a high reflectance baked white enamel. For a post painted'hoUsing finish suffix catalog number with PAF. Shielding Standard lens is a 100% clear prismatic acrylic pattern 12. For other available lenses consult lens option sheet or contact your Columbia representative. Standard flush door is formed steel with mitered comers. Doors are retained by cam action latches and are easily removed Without tools and hinge from either side. Regressed steel, flush or regressed aluminum doors with mitered comers are also available. Labels All fixtures carry a U.L. listing and bear U.L. recessed fixture · labels: Approved by Canadian Standards Association. T1 3808 North Sullivan Rd.• Spokane, WA 99216 • (509) 924-7000 C•Jumbia 4PS -2' x 4', 2 lamps \-:-t{{;Ji,{t~p>:·:-.. : .fJJ,r .... ', .. ~ T1 C•lumbia T.Cffll:247000 PO &xffl1~)3101N,,,,f,i S.,_.A* SpobrMIWAttZ11 Environmental Laboratories REPORT" a , •• ,, DATl!:t •1 Sf'Pl J'HOTOMtTAlC "EPOA'T PAE:PAR!:D 1l'0ft1 COLutllJIA l.JGHTING \.UM(NA!Rl!r 4,-~24-2:D0-J:'3Al.2-l:11'9 ~ X 4 2-t.AHfl WITH A-U pt~TTERN Aa\'ft..JC l"RlSH(D t.tHS RAI.. r c:s:zu:20, LAl1P, l"'tJ32/C1K1 I.Ill'• l .,., WATTl1 ..,, LAMI-$' RATS:0 AT noo t.tA'TENS [ACK L,.IJHINOUS M11A1 c~07:, IC 2101:, AEFLE'.CTANctr !J"1£ .86 CANDLE,-OWEIII: DEG PARL. 22.:, 4:, 67., Nau-t 0 17"7. 1767. L767,. 1767. 17b7. :, 1,1,4 • .17U. 17b7. 17~7. l?U. 10 1730. 1742. 11'3. 173'fo l?S-4. 1:, 16-Tl'. 1708. 1728. 17-43. 17.412, 20 16"1. lt.62. JHS. 1120. 1721. 2:, 1570. 1,,.,. 1~. 168'2, U,87. :io 1476. 1:su .. 1,01. 1•:u. 1•:J.1. 3:, 1:l::18. 140:J. 148:Z. 1~. 1!1.SO. 40 12.15. 12:JT, 1l3:5, J.:s,:z. J..411. •:) 1034. 101o•. u.co. 1u,,. 120:s. ~ s::s::s. 97 ... ,z •. ""· ,.,._ ,, ua. 692, ?lo. 7U.. 1.1,:s. bO ,,,. :IOl, 51-,, ~9. "'" b:I :s,a. :nl. l3a. :s,a,-,. :s6•. 70 2$'f. 247. 201. 27:Z. 277. 1s 1n. 1e:s. i,1. 20t.. 22~. 80 H7. 135. 131. H~. lH'. 8!1, 70. 71. 74, 94. • •• '10 o. o. o. o. o. NOUNTINOI na:su;o s•U£l.DIHl'Jr l'AA\. ,,., NORN ft! f'LOT CW NOFU1Al. PLANE t--------,o I I t···. I 0 lONAL SU111'iAAY T"l• DhOtO<Mlltr"1C ~ .. t ...... a•rfor'.-i•d lCN£ LU'1!NS l.A....,. l"tx'T usin9 • •P9'.C1Uc tr .. u •• t. I ._,, COIIDi .. o-:so 1410. 2-1.3 :u·., ,,.uon. E•t,.•D•l•t.t.ori •'* thff-• dat .. fo,. o-40 2!:23. 40.l ':111.'f oth•,. ball,Ht ~ 1-0 · c ... o1'1•tlons. -"' 0-1.0 :n,24. ,, • ., 11$.$ Or"Dd...C.• .,.~. l"'ffi.6H•· Th• tral1.ast o-70 4473. 17.1 100.0 tac:t--...t b• ,.ooU•• to tr,• '""'"' qo-1ao o. o.o o.o o"tput ,-at.inq &H.t.91\<id tct tM IMPl•I Of"' 0-11!10 4473, 77,1 100.0 to th<t c.-,,dhOOlffll"' yalue• • ....,_,. TiSTED IVJ "N) A"'~Ovt:t> av,~ n:aT ~ACe01'0A/'ICJ: TO ~l'lt!:NT .t.lE.S. --VM.%SICD ~5 Ordering Information Example: 4PS24-240G-FSA 12-LE120-PAF 4PS ~ 4PS -Specification Grade Fixture Size 24. 2'x 4' No, of Lamps 2-Two 3 -Three 4 -Four 6 • Six Lamp Type 40 -40 Watt, T12 32 -32 Watt, TB Ceiling Type G -Inverted T-Bar F -Overlap Flange M -Fit-in Flange Door Style FS -Flush Steel 24 RS -Regressed Steel FA · Flush Aluminum RA -Regressed Aluminum 4PS24-232G-FSA 12 Report No: 9869 Efficiency: TT.1 S/MH: Part 1.25 Nonn 1.36 Coefficients of Utilization Zonal Cavity.Method RC 80 70 RW 70 50 30 10 70 50 30 1 85 82 79 76 83 80 78 2 79 73 69 65 77 72 67 3 i'3 65 60 56 71 64 59 4 67 59 53 48 65 58 52 5 62 52 46 41 . 60 52 46 6 57 47 41 36 56 47 41 7 53 43 36 32 51 42 36 8 48 38 32 28 47 38 32 9 45 34 28 24 44 34 28 10 41 31 25 21 40 31 25 Zonal Summary Zone Lumens Lamp Fixt 0-30 141Q. 24.3 31.5 0-40. •' 232~. 40.1 51.9 0-66 3824. 65.9 85.5 0-90 4473. n.1 100.0 90-180 0. 0.0 0.0 0-180 4473. n.1 100.0 T Voltage 120-120V 277 · 277V 347 • 347V Ballast LE· Energy Saving Magnetic T12 Z. Zero Degree Magnetic T12' ·EB12 • Electronic T12 3EB12 • 3 Lamp Electronic T12 OCT· Magnetic TS (Octron) EBB • Electronic TS 3EBS • 3 Lamp ~lecironii, TS 4EBS -4 Lamp.Electronic TS Floor Reflectance • 20 50 0 10 so 30 10 0 75 77 75 73. . 68 64 69 65 62 59 55 62 58 54 51 48 56 51 47 45 41 50 45 41 39 36 45 40 36 34 32 41 35 31 30 28 37 31 27 26 24 33 28 24 22 21 30 25 21 20 Energy Data LER: 73 En~rgy Cost: $3.29* Input Watts: 59 BF: .9G The above energy calculations were conducted using a specffic lamp/ ballast combination. Actual results may vary depending upon the lamp and ballast used. Lamp and ballast specffications are subject to change wtthout notice. ·comparative annual fighting energy cost per 1000 lumens based on sooo hours and $0.0B per KWH. I Options GMF -Slow Blow Fuse GLR -Fast Blow Fuse CSA -Approved for Canadian Standards Association EL -Emergency Battery Pack PAF • Painted After Fabrication SLL • Spring Loaded Latches RIF • Radio Interference Filler MS9 -Master/Slave Pair with 9' Harness For <10% THO Electronic add LH (ex. EB8LH) 'For a specific ballast vendor, show as option 'Not for use w/energy saving lamps Shielding A12 -Acrylic Prismatic Pattern 12 A15 -Acryllc Prismatic Pattern 15 A19 -Acryllc Prismatic Pattern 19 PC1 • 1/2" x 1/2" x 1/2" Specular Silver Polystyrene Louver PC2 -1-1/2":i: 1-1/2"x 1" Specular Silvet Polystyrene Louver For thicket iens, specify -1:xam-ple: A 12. i 25 Flanged cut out dimensions for single unit only: 24-1/8" x 48-1/8"; 0696 C•lumbia 3808 North Sullivan Rd.• Spokane, WA 99216 • (509) 924-7000 1 .. VP Parabolic 311 Deep Louver ~17· :)Jil14" U6 :) (! ~ ~ I 24" -I Linear s}~o 0 o)i1t4" ~ y I 24" I s}i cm cm 1Jit4" U1 y y I 24" I sfi_®Ycm Y cm JiJJ4" I 24" I 40TT sf·i ~ ~ 1u!=n4¼" y y 24" I sLJ·ij r-~ y ~ "k7t4¼" I 24" I 331/'~ ~ I T -----~ 25¾" -) 0~ I I Jo ... 2_"x3" 1 'I•" Diffuser F-Cap l I 24" 1',Atg.K.O. .Hole y 1 : ] ,'l11" High Embossed l I 0 ' 0 IC 24" -. --I .. ----1-25¼"~1 Ceiling Compatibility For tile, plaster or plasterboard type ceil- ings. Overlapping extruded aluminum trim conceals edges of ceiling opening. Wing hanger suspension system included. For rr:m mounting, rr:m Information Is required. For lay-in Installation in exposed grid ceil- ings. Maximum tee widths ol 1" and maxi- mum tee heights of 1 ½" allowed .. Flanged cut out dimension for single unit only: 241/e'' x 241/a'' Complete ordenng Information on back. Dimensions and specifications subject to ch~nge without notice. VP22 2' x 2' Parabolic 2 and 3 Lamp, 9 and 16 Cell Type: :ftifur.t ·J)e!,lifnti.11bn !?)-/ Job Descripttoo ':J~~~ff !1~pari&:f J?.ril"1 Features • Non-directional architecturally modern 2' x 2' design. • 3" deep parabolfc louver provides maximum spacing with good efficiencies. • Anodized non-iridescent lo!Jver provides years of maintenance-free operation. • Automated louver assembly provides precise baffle fit insuring gap-free louver corners. · ·• Proper lamp position provides maximum efficiency Witb controlled widespread distribution. • Full black reveal provides floating door appearance. Construction Luminaire housing and endcaps are die formed code gauge cold rolled steel. Anodized aluminum louver is secured in open or closed position by die formed steel hinges. Louver hinges from either side. A mechanical light trap prevents light leaks. Latches are finger-tip actuated, positive feed type, fabricated of spring steel and concealed in the black reveal. Finish Painted parts are treated with a five stage phosphate bonding process and finished with a high temperature baked white enamel . .For post painted housing, suffix catalog number with PAF. Regressed slots are flat black. Louver is standatd non- iridescerit semi-specular matte anodized (MA). Air Handling Alf supply/return and air extract functions are shown on the reverse slde of this sheet and are available as a specified option. Directional-control vanes and/or extract dampers must be specified. Air extract slots are located out of sight in endcaps. Installation For fast wiring connections without the necessity of opening fixture br wireway, an adapter plate is furnished With each luminaire. A plastic dust cover which eliminates construction dust and protects the lamps is provided as standard. Labels St electrical AILllitniriaires a.re listed with U.L. and bear U.L. recessed fixture labels. Approved by c.s.A. Completely Wired ~Ith .. standard class "P", thermally protected, resetting, HPF, CBM, LE ballast. Sound rated A. All ballast leads extend a minimum of 6" through the access plate. Ceiling Compatibility LUminaire is available to fit most standard ceiling types as shoy,,n at the left, however, some options may increase fixture depth. For information ori compatibility with specilic ceilings, or where plenum depth is a problem, contact your Columbia representative. Luminaires for concealed suspension ceiling are furnished with integral tee bat clips. P36.1 co 4/96 3808 North S4l!ivan Rd.• ~pokane, WA 99216 • (509) 924-7000 C•1umbia i!iifWl•iiiill.J ' . ~ ' ' lu ' .-·;~' :· ~- ,----,.----------------"'-----'·c:.·....,.·..c·-------,c---,------------,--Coefficients of Utillzatlon C\I lO aJ ..... T"' d z t: 0 a. QI a: 0 ·;: ui E .9 0 .c: C. C•lumbla 141-WIIMIAlil t,uo, ,2nooo PO 8o.cZ781 {"2201 3808N041h&Ai._, Ao.ad Spo11onew,. llt21& Environmental Laboratories "!'POl'IT If 1 U!1~2 OAlE1 7,/lC/'17 LUM I NA I RE i IIP22-232UbG-NA 33-EDB-PAF=' 'Z IC 2 2 l.t'IMP WITH J X l CELL N(N-rflfDESCENT LOUVER BAL., ES2J2PIJ20GOl I LAMP1 J:'Bll/01 Bill., FAC. r .881 WATTS! 5~ uu·•.Ps RATED AT 26:iO LUP1ENS EtlC:t-1 LUMINOUS AREAi 21,2~ X 21,2' R!rF'LECTANCE t BWE _., MOUNT(N01 A!Cl!:!9E0 Pt.OT o• N~MAL Pt • .ANE: SIMH: PARI.. L2.:S NORM 1.42 SHlELDING1 PARI. 22 NORH 22 C A N D L E PO w •• t-------------------------:-·-90 DEG 0 22., ., b1 ,:!, 0 1488, 1488. 1488. 1488. 5 1476. 1490. t487. 14Ql, 10 144!,. l4!!ib, 1479. 14q9, i, 1401. 1420. I4b4. l:iol L 20 1348. 1377, J44:,,, 1$07, 20 l'28b. 1328. )408. 14b8, ,o 1216. 1270. 13~0. 1418. ,, 1136. U"1"1. 1270. 13:S~. 40 1047. lllJ. J 170. 1247, . , '146 • 1009. 10~1. 1077. so 832. 877. 8"10, 90.l. ,, 703. 717. 6"17. 6-05. 00 ,40. !127. ~01. 5,7. •• 308. 2q6, 2Bb. '277. ,o . ,. .,. ... ... ,, , .. 3L JO. JO, BO 11. "· 13. 13. ., ,. ,. .. , . 00 o. o. o. o. ZONAL SUNMl1RY tONE' LU-,ENS LANP Fl,XT o-30 1201. ::''2,7 31.9 o-40 l'~q2, 37.o s:i.111 o-60 3429. l,4. 7 91 .o 0-'i'O 37b"1, 11,l JOO,O '10-180 o. o.o o.o o-1eo l76'9. 7:.t 100.0 "" 1488. 14'94, 1,oe. 1 ,Jo. : 1532. 14q,;,_ 14:)Y, 1389. 128b. 1132. '12b. 738. l:,,4. 246 • ., . 20, t2. ... 3. o. 0 Jhl• photc:,"'•t,-1:: t••t w.-a e:i•rforn11•4 u•inq • •P•c:ifJc bal l•,t / l•..,P c:o .. bJ- n,1ta.t1n. E:wtr'apol,Hion of th•s• d.11t,& tdr- otn•r bo1IL1st / l•nip co'"bin.atlon-s "'"l' produce fl'rr-on•cU~ rw1,ul t1,, Tt,v b.1l Jo1st tic:tcr 1t1U,t b• .aool.t•d' tc tn• lum•,.. output. r,ttinq .aaci9n•d ~o th• l.a.,p!'lo) o.- to tt,• c.andlVPO"'•r vo1lu•-s.-~he"""· Lum1nur• wf t ic•cv ""•tinQ CLER) Cll't"' NEMA Lt~-1 q~3. LER. FP· •o TESTED BV,~ <\PMOv•o ... ~ TEST RUN IN ACCOROANC£ TO CUARENr J.e.s. ,.USLJSHEO PrlOCCDlJ~9 LER: FP-60 Input Watts: 55 Energy Cost: $4.00* BF: .88 The above energy calculations were conducted using a specific lamp/ballast combination. Actual results may vary depending upon the lamp and ballast used. Lamp and ballast specifications are subject to change without notice. · *Comparative annual lighting energy ·cost per 1 OQO lumens based on 3000 hours and $0.08 per KWH. VP 22 MA- ~ T C: . 0 :;:: Ctl :S! :;:: ::) -0 II) .... C: cu ·o ~ 0 (.) >, ~ :c Ctl .Q 0 ... 0. t:: 0 -E 0 (.) iu ::I !/1 > II) C: .0 ~ ::, .El -C: 0 (.) C 0 ·.;:: (ll VP Fixture Size No.Cells Lengthwise E ... .e ..5 Cl C: ·.:: cu "E! 0 22 -2'x2' No. of Lamps 2 -2 Lamps 3 -3 Lamps Lamp Type 40U6 -U-bent ,T12 40 Watt, 6" leg spacing (2) -32U6 • U-bent, TS 32 Watt, 6" leg spacing (2) . 31U1 -U-bent, TB 30 Watt, 1%" leg spacing (2 or 3) 40TT • 40 Watt Twin Tube Comp. Fluor. (2 or 3) 17 ;2'T8, 17Watt(2or3) 20 • 2'T12, 20Watt (2 or 3) Celling Type G -Inverted T-Bar F -Flange P36.1 C•Jumbia 3 -Three . 4-Four No. Cells· Crosswise 3 -Three 4 -Four Lo_uver Finish MA -Non iridescent · Semi-Specular Matte Anodized IWM€1i:A•11e 3808 North Sullivan Ad. • Spokane, WA 99216 • (509) .924-7000 Zonal Cavity Method RC 80 70 RW 70 50 30 10 70 50 30 1 79 77 74 72 77 75 73 2 74 69 65 62 72 68 64 3 68 62 57 53 67 61 57 4 63 56 50 46 61 55 50 5 58 50 44 40 56 49 44 6 53 45 39 35 52 44 38 7 49 40 34 30 48 40 34 8 45 36 30 26 44 35 30 9 41 32 26 23 40 32 26 .10 38 29 24 20 37 29 23 Reflectance -80, 50, 20 Work Plane Illumination -100 FC@ 2.5 ft. Room Room w L 20 20 20 40 30 30 30 60 40 40 40 60 60 30 60 40 60 60 Number of Lamps Ht. 8.5 69 75 77 81 81 83 81 82 84 Lum in a ires Lengthwise 10.0 13.0 16.0 64 70 71 75 76 78 76 78 80 65 65 63 69 69 71 69 71 73 Lamp Type 75 63 62 64 62 65 65 64 67 10 71 61 53 46 40 34 30 26 22 20 Ht. Floor Reflectance • .20 50 0 50 30 10 0 72 70 69 64 65 62 60 56 59 55 52 49 53 49 45 43 47 43 39 37 43 38 34 32 38 33 30 28 34 29 26 24 31 26 22 21 28 23 20 18 VCP 8.5 69 75 77 81 81 83 81 83 84 Lum Ina ires Crosswise 10.0 13.0 16.0 65 63 73 71 66 62 72 63 60 76 70 65 n 69 63 79 72 65 78 70 64 79 72 65 81 74 67 Louver Configurations 2 3 17, 20, 40TT, 31 U1, 32U6, 40U6 17, 20, 40TT, 31 U1 3x3(9}, 4x4(16) 3x3(9), 4x4(16) Blank • HPFT12 (20 watt only) LE • Energy Saving Magnetic T12 !voltage T 120·120V 2,n-2nv Options 3LE • 3 Lamp Energy . Saving Magnetic :r12 EB12 · Electronic T12' 3EB12 -3 Lamp Electronic T12• OCT -Magnetic TB (Octron) EB8' -Electronic TB* 3EB8 -3 Lamp Electronic TB' TT _ • Magnetic Twin Tube Comp. Fluor. EBTT • ·Electrilnlc Twin Tube Comp. Fluor. ·for <10%_THD add suffix LH (e.g. EB8LH). For a specific vendor, show as option. Air Ha11dllri_g _FtJ_ncilo_n s -siam, A -Air handling Ai/ -Alrhandllng w/supply vanes C · Combination , supply/extract I CV -Combination supply vanes/ extract CO -Combination supply extract dampers GMF -Slow Blow Fuse GLR • Fast BloW Fuse CSA -Approved for Canadian . Standards Assoc. EL -Emergency Battery Pack MS9 -MasteriSlave Pair with 9' Harness PAI= · Painted alter Fabrication CVO • Combination supply vanes extract dampers H -Heat extract Hi> · Heat extract w/dampers co 4/98 !' r-·, ,,. :-, . ,_ :.: . ·~ ,'· FEATURES: • Available 2', 3', 4' or 8'. • Heavy die formed steel channel. CS2-2 CS3-2 I ,:1·· ,.. . . CS4-2, CS8~2 STRA.iGHTLil'IER CHANNEL TWO LAMP TS & RS Type: {),'Y,-fy,y.e, ])ef,1qna-fim l.-2 . Job Description: l.etJ:+}W CQ /,ft)(I\ 014 -~lnhlY'ltj . £3().; . t:.ornplet Etp:tnlf,1on SPECIFICATIONS: Ballasts • Rotary lock lampholders for positive lamp contact. Energy efficient ballasts are thermally protected, automatic resetting, Class P, high power factor, CBM, sound rated A, unless otherwise specified. 20 watt ballasts are trigger start, low power factor, Class P. All are U.L. listed. ' . • Channel ends double as joiners. Housing • Individual or row mounting. Surface or suspended. Die formed steel with heat sink embossments for cooler running ·ballasts. Socket saddles are factory installed. • Ballast covers on 4' and 8' units are secured with 1/4-turn fasteners. Cross Section Finish All parts pre-painted with high gloss baked white enamel, minimum reflectance 86%, applied over iron phosphate pre- treatment for maximum adhesion and rust resistance. Labels All fixtures carry the U.L. label. 2', 3' and 4' units are listed for use on combustible low density, cellulose fiberboard ceilings. {CSA approval available. Use Suffix "CSA"). ---------,------'---96"---'--------'--.. 1• ,_ 42s1.2" 1s1 " ~ ,_ 3.1/" 42s1 " · •1. -+j J · " 16 y 4iv I . 2 32 _-+J 0 ,~~ t'"'" 1" ++A~----cto..---~r-,.___-~---,. -------9A·~---, -<80,_ ~24" •I: 24" --..:...1. 48,.. 1"~1+,! ~24" A -7/8" Diameter Knockout B •. 570 x .656 Strain Relief Knockout F -2" Diameter Knockout R -11 /16# Diameter Knockout , 36"---:-----i-+I 1,,,, I 15t,s"1 ~~1a''---i ' }¥'· . r:::::-0-_, i -~§ ' F . ~ ? ... --r -ll+-.. -ll+ 3" 3" I 2"/ " . .j. 16 7// DIA. KNOCKOUT ---:r 1 '3/ ,.. ...,_,--,--,-,-,..,. ____ ,-_1s Note 1: All Non-Shielded (strip) fixtures -Deduct 1/16" from overall dimension for continuous row mounting. Dimensions shown include end panel. Mounting Data CSZTF Flush Mount CSZT 1-1/2" Space CSTH Slide Clamp Tong Hanger Accessories CSWG4 Wire Guards CSWG3 Wir~ Guards J7 CSAA4 ~Reflectot C2 3808 North Sullivan Rp, • Spokane, WA ~~216 • (509) 924-7000 c-~umbio ,d,,-.,/ .... ..,,,.1, i:_;:::~.~}i~ 11\~4~lj{\~~i}t~~~,~;?!itt:'.t {·: :::.x_ '.---.·---------------------------...... --=-...... .,......--.,.,.....,.,.. __ .,.,_" .. "'":-c-""."", --,_-"'"'. ___ ..._. ____________ c""o-·e-ffl.,.c-ie-.. n-ts_o_f .,.-i.J-ti-llza-tl_o_n _________________ .., ~ ,, ~ LS I L b t · ~'-t=.:;; . c: Zonal Cavity Melnod __ '_Ind _ _, __ ··~:~::~:--~~~~~~~~ ~~.~-.-"',..-_·-_,._._'::'_~ __ -om __ l j Floor Reflectance • .20 ... RC sci 70 50 0 ~ d z ... "-0 C. (I) a: 0 ·;: -(I) E £ 0 .i:: a. COLUN8IA 4 FOOT STRIPLIGHT LUMINAIRE CATA.t.OG fftn18ER CS4-232-E8S-PAF WHIT.£ PAIMTEI> REFLECTOR , TWO F032/41X FLUORESCENT t.\HPS, L1/!1EK RATJ;NO • 2900 IJ1S. MAGNETEK B232I120RH BAI.LAST OPERATING AT 120 VAC AJio 61,6 WATTS CANOt.EPOWElt SVMHAAY otJTplft' LtlHEMS ANGLE ,iLoNG 22.5 45 67,5 ACROSS 0 1033 1033 1033 lOJJ 1033 s 1032 1039 1035 1032 1039 99 15 995 1013 1032, 1042 10S3 291 25 922 958 -1001 1049 10711 463 35 us 871 970 1053 1093 604 45 677 767 921 1036 1081 696 55 522 651 843 ·977 1023 726 65 348 532 723 879 936 687 75 168 372 598 731 773 570 85 24 212 353 459 494 363 90 0 12& ••• 378 4tl 9~ 0 15:1 334 4<2 480 306 105 0 122, 297 428 47' 286 115 0 76 2<2 363 402 218 125 0 38 111 279 320 145 135 0 5 102 184 215 77 145 0 0 38 94 115 30 155 0 0 0 17 26 4 165 0 0 0 0 0 0 175 o· 0 0 0 0 0 130 0 0 0 0 0 ZONE L1/!1EKS \• t.\HP \Llll1INA1RE-O•JO 853 14.71 15.3:1 o .. ,o 1456 25.12 26.18 0-60 2878 49.63 51.73 0..:90 f498 77.56 80.84 40•90 JOH $2.44 s~.66 60•90 1619 27 .93 29.11 90-180 1066 u .. n 19.16 0-110 5564 95.94 100.00 u tFFICttnCY • 9!5. 911, •" .:: :::, -0 $ C Q) 'c3 ~ 0 (.) LUMIN~C& SIJl1MMY -CD./SQ.M. PAINT R!:fLECTAflCE • • 19 S/HH • 1 • 6 SC(ALONGJ • l_.3~ SC(Jt,CROSS) • 1.6 ANGLE 45 55 65 75 ss "-LONG 7276 6857 6104 4664 1685 45 8582 9087 9585 10702 10265 ACROSS 9635 10401 11463 12385 11973 CERTlFIED fSY: 9,,..J.(.',.;./J.,,..£ DATE: HAY II• 1996 PREPARED f'OK: COLlJHBIA L'ICHTIN'G SPOKANE. W.\ ttSTED ACCORDING TO res PROCEDURES. TEST OI9TANC?: EXCEEDS rtVE TIHES THE CR.EAT&ST LUMINOUS OPEHI!fG OF LUKINAU,E. ' Ordering Information Example: CS4-240-LE120-GLR cs :r cs Size 2-2' 3-3' 4-4' 8-8' No. of Lamps -- in Cross Section 2-Two 2 Ballast Blank -HPF, Non Energy-Saving PH -Pre-heat (2' only) L -Low Power Factor l:.E -Energy Saving Magnetic T12 Z -Zero Degree Magnetic T12 EB12 -Electronic T12 EB12LH -Electronic T12 <10% THO OCT -Magnetic Octron TB EB8 -Electronic TS EBBLH-Electronic TB <10% THO 4EB8 -4 Lamp Electronic TB 4EB8LH • Electronic TS <10% THO For a specific ballast vendor, show as option. AW 70 50 30 10 70 50 30 10 50 30 10 0 1 98 93 88 84 94 89 84 80 81 78 75 60 2 88 79 72 66 84 76 69 64 69 64 59 48 3 80 69 60 54 76 66 58 52 60 54 49 40 4 73 60 52 45 69 58 50 43 53 46 41 33 5 66 5,3 44 37 62 51 42 36 46 39 34 27 6 60 47 38 32 57 45 37 30 41 34 29 23 7 55 42 33 27 53 40 32 26 37 30 25 20 8 51 37 29 23 48 36 28 22 33 26 21 17 !1 47 · 34 25 20 45 32 25 19 30 23 18 14 10 44 31 22 17 42 29 22 17 27 20 16 12 LER: FS-79 Input Watts: 62 Ehergy Cost: $3.04* BF: .88 The above energy calculations were conducted using a specific lamp/ballast combination. Actual results may yary depending upon the lamp and ballast used. Lamp and ballast specifications are subject to change without notice. •comparative annual lighting energy cost per 1000 lumens based on 3000 hours ancf $0.08 per KWH. T Voltage 120 · 120V 2n -2nv Strip & channel Options GLR -Fast'Blow Fuse GMF -Slow Blow Fuse EL -Emergency Battery Pack . ac--Branch Circuit Plug-on Wiring System. See options section for details. • Not for use with energy saving lamps. C~A -Approved, Canadian Standards Association PAF -Paint After Fabrication Lamp Type 40 • 4', T12, 40 Watt 32 · 4', TB, 32 Watt 30 -3', T12, 30 Watt 25 -3', TB, 25 Watt 20 -2', T12, 20 Watt 17 · 2', TB, 17Watt For complete list of options and accessories, see options and accessories section. C2 C•Jumbia 3808 North Sullivan Rd.• Spokane, WA 992j6 • (509) 924-7000 Strip & Channel Acce~sories Order S~parately ITB4 -Hanger for close mounting on a Tee Bar Ceiling cszrj:. Zip Tee Hanger -flush mount on Tee Bar Ceiling cszt . Zip Tee Hanger - 1-1/2" spacer on Tee Bar Ceiling CSTH -Slide Tong Hanger with 7/8" hole csWG4 -4' Wire Guard, 2 required for 8' fixture CSWG3 -3' Wire Guard CSRA4 -4' Asymmetric Reflector CSR4 -4' ~ymmetric Reflector C596 Mar-16-00 10: 37A J:PM DESIGN M.ANAG~i',fENT ,. nAK-1~:.zuuu 'RED 03: 32 Pl1 C:ITY OF CARLSBAD·. ., 619 431 5702 P.03 =------'---------f AX NO. 760 602 8558 P. 05 LECOLAND CALIFORNl"A 760-lill-5653. NIIMCJIO.. Tllephanl ONE LECO DRIVE .ONE LECiO D'RIVE ...... CARLSBAD CA _ 920~8 . IP e 211-100-09 C8000271 ... t .-.111 ..,...,.ICIAI. ~:~·ft"t&TIMEnaw. •-• ... 11M ........_ Alnaunl_ l-0..-l'IIM S,11:ill T-. I. • l _ • ·. . . • O.w. :s::t:.~ ~ ~TAX-UU.Yfwa ,_. ... _..,. ...-IIJ ... (25)~ ......._ .......... Tacs 1.175.59-. • OWlllr .,.. __ _ 100 tma; Cl!Rl1PY u,alt Pe, ~,V 0P'filJUlffl~T1Ml ~B II THE flRCIIIKI y OMD 0, THll ~ PftQfUi V NG 1'HAT I UNDEMT'NO AND ML COMPLY WITH 1HE l'RCl"MICNaMSTA"rlDl#JIN!. . 1lle ;_ NON-RESIDENTIAL CERTIFICATE ,1 1F CARLSBAD 1UNITY'FACILITIES DISTRICT NO. 1 !AL DEVELOPMENT TAX -ONE-TIME IVEMENT AREA I (2 pages) /ALID JULY 1, 1999 TO JUNE 30, 2000 IMPROVEMENT AREA I (Pag~ 1 of 2) TAX RATE FOR FISCAL YEAR 1999-00 FORMATION OR ANNEXATION DA TE: I MAY 7, 1991 FY 1·993-94, FY 1994·95 . I __ FY 1995-96· ., FY 1996-97 - DENTIAL DEVELOPED LAND USE: PER DU. .PERDU. NET DENSITY (0 • 1.5 DU/AC) $4,303.2418 $4,457.1788 NET DENSITY (1.51 TO 4.0 DU/AC) 4,303.2418 4,457.1788 NET DENSITY (4.1 TO 8.0 DU/AC) 2,716.1·073 2,813.2687 NET DENSITY (8.1 TO 15.0 OU/AC) 2,716.1073 2,813.2687 NET DENSITY (15.1 TO 23.0 DU/AC) 2,716.1073 2813.2687 N-RESIDENTIAL LAND USE: PER SQ.FT. .PER SQ.FT. AUTO • GASOLINE $8,7100 $9.0216 AUTO· REPAIR & SALES . 3.6623 3.7933 AUTO CAR WASH . 6.7788 .7.0193 BANK -WALK IN 13.7792 1.4.2-721 BANK • WITH DRIVE THRU 19.3982 20.0900 BOWLING ALLEY 7.1205 7.3752 · CAMPGROUND 18.8055 19.4782 CHURCH 3.2112 3.3261 COMMERCIAL SHOPS 3 •. 1146 3'.2260 · COMMUNITY SHOPPING CENTER 4.5537· 4.7166 CONVENIENCE MARKET 29.3305 30.3797 DISCOUNT STORE 3.4582 3.5819 · GOLF COURSE 3.2864 3.4040 GROCERY STORE 8.3556· 8.6545 HEALTH CLUB 3.1038 3,2148 HELIPORTS 11.4.165 11.8249 HOSPITAL· CONVALESCENT .2.502.4 2.5919 HOSPITAL • GENERAL 4.1671 4.31.6-1 HOTEL-CONV. FAC/COMM. 3.7267 3.8600 INDOOR SPORTS ARENA 2.5024 .. 2.5919 INDUSTRIAL· COMMERCIAL BUSINESS PARK (NOTE 1 l 2.2983 2.3805 JUNIOR COLLEGE 2.3520 2.4362 LIBRARY 4.5.752 4.7388' LUMBER/HARDWARE STORE 2.6527. 2.7476 MARINA 15.9487 16.5192 .. MOTEL 2.8890 2.9924 NEIGHBORHOOD SHOPPING CENTER 6.9379 7.1861 OFFICE· COMMERCIAL(< 100,000 SF) 2.7494 2.8478 OFFICE • GOVERNMENT 3.1468 3.2593 OFFICE -HIGH RISE 2.8675 2.9701 OFFICE -MEDICAL 2.5990 2.6926 OUTDOOR TENNIS COURT 30.2219 31.3030 RACE TRACK 5.4773 5.6733 REGIONAL SHOPPING CENTER 3.5978 3.7266 RESORT HOTEL 2.4702 2.5585 RESTAURANT • FAST FOOD -30.5656 31.6590 RESTAURANT· QUALITY -7:0561 7.3085 RESTAURANT -SIT DOWN .16.2923 16.8752 S & L· WALK IN 5.9177 6.1293 S & L -WITH DRIVE THAU 8.1515 8,4431 UNIVERSITY > 2.4272 2.5140 ALL OTHER COMMERCIAL USES NOT IDENTIFIED ABOVE 2.2983 2.3805 ALL OTHER INDUSTRIAL USES NOT IDENTIFIED ABOVE (NOTE 2) .1.8687 1.9356 NOTE 1; THIS CATEGORY OF LAND USE CONTAINS PM ANO CM ZONED PROPERTY:. NOTE 2: THIS CATEGORY OF LAND USE CONTAINS MAND PU ZONED PROPERTY, Appendix F. -Page 3· of 6 PERDU. PER DU. PER DU. $4,605.6743. $4,505.6743 $4;510.1755 4,505.6743 4,505.6743 4,510.1755 .. 2,843.8780 2;843.8780 2,846.7190 2,843:8780 2,843.8780 2,846.7190 2,843~8780 .. 2,843.8780 2,846.7190 . -PER SQ.FT. PERSQ.FT. PER SQ.FT. $9.1198 $9.1198 $9.1289 3.8346 3:8346 3.8384 7.0956 7,0958 7.1027 14,4274 14.4274 14.4418 20.3086 20.3086 20.3289 7.4.555 7.4555 7.4829 19,6901 19,6901 19.7098 3.3623 · 3.3623. 3.3656 . 3.2611 3.2611 3.2643 .. 4.7679 4.7679 4.7727 30.7103 30.7103. 30.7410 3.6209. 3.6209 3.6245 . 3.4410 3.4410 3.4444 8.7487 8.7487 8,7574 . 3.2498 3.2498 3.2531 11·.9535 11.9535 11.9655, . ·2.6201 2.6201 2.6227 4.3631. 4.3831 4.3674 3.9020 3',9020 3.9059 2:6201. 2.6201 2.6227 2.4064 . 2.4064 2.4088 2.4627 2.4627 2.4651 ; 4.7904 4.7904 -4.7952 -2.7775 2.7775 2.7803 .16.6989 16.6989 16.7156 3,0249 3.0249 3.0279 7.2643 7.2643 7.2716 2.8787 2:0181 2.8816 3,2948 3.2948 3.2981 3.0024 .3.0024 3.0054 2.7213 2.7213 2.7240 31.6436 31,6436 31.6752 '· 5.7350. 5.7350 5.7407 .. 3.7671 . 3.7671 3,7709 2.5864 2.5864 2.5889 32,0035 32.0035 32.0354 7.3880 7.3880 7.3954 17.0588 17.0588 17.0758 6.1960 6.1960 6.2022 8.5350 8.5350 8.5435 2.5414 2.5414 2.5439 2.4064 2.4064 2.4088 1.9566 1,9586 1.9586 I Fi i ~· 1 .f I If 1/ iJ ., ii 'i ,, ,, I /, i: I I I ' !/ !I ! I :/ ., jl ~ ' i/ j f ! : I I : I I I I I I i "' '• ; .. . . . ;., . -~ . . . . . . ~ ~ .· . . . . P---o· ·. :o· · ·R·'_;-.--· ... : : : .. .. ; ,• . ·-- . . . . . :· . . . . . ' . . . . :. --. . . . Q····· .. u·A~-·-· L .. IT.'';··., .. ,-•.v··· ·'·· • -"f • • •• • • • 1 ·-. t,,,. • ' • • ~.\~ ,.. ... • • ::• . :'· _; -<. ·_.,,.,: . ._.. . . ..p· . ' . . . ... '· . . . . . . . --0: .. -·R __ ;:·\·~,·-f·.--G·'"-:'_· -,--.:-.N ... · -·-.A= -L· •·----(··--5_:::_ - . . ' ... ~· . .. . , ' . ,; .. :, . . . . . . . . . .. . .. . . . . . . .. . . . . . . . . .. < ·\·· a~-"-16-00 10:37A JPM bESl;GN MANAGEMENT ·-. ' .. nAR-lb-2UUO WED 03:31 PM CITY OF C~RLSBAO -. . 619 431 570_2:,..__c_ ____ P_._0_·_4 __ FAX NO. 760 602 8558 P. 02 _ ~ City. of. Carlsbad \tr, -- . . .. ;; .. ;;0111+-¥&1111101431 _ ,eBDEKCAIE OF COMPLIANCE· PAYMENT o·e SCHOOL FEES Oft OTHf!R MITIGATION This form must be completed ~Y the City; tt,e applicant. and the appropriate schOOI districts and retumod to the City prior to issuing a boilding-permiL The City will not iaaue any building permit WithOut a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner(s) Name(s)) Project Description: Building Type: Residential LEGOLA~O 'BEC:il"NNi_NC "EAST COMPLEX ADDITION CS-271 ONE LEGO DRfVE 211-100-09 LEGOLAND CALI FORNI-A BLDG ADOtlON-3.-,S16 sf WOOD·FRMAE Number of New-Dwelling Units Square Feet of Living Area in New owelling Second Dwelling Unit:. Square Feet of Living A,rea in s_ou Res: Additions: Net Square Feet New Area Comerc./ Ind.: Square Feet Floor Area 3.576 SF. y._ I 3/ Date: · City Certification of . Appli~ant'-s information: SCHOOL DISTRICTS Wlffl!N THI! crry Of CARLSMQ -San Marcos Uni1'ied School District 21~M1U1Way · n Marco& CA &2069 138.2200 -San OieQuito·UniQn t-iigh School Olstrlc:t 710 !ndnitas Blvd. Encinilll•. CA 92024 (763-G4"9:1) Cer1ific..allon af Applicant ,owners. The petaOn executing this declaration ("Owner") c.rtJfi~ under penelty of perju~ that (1) the informttion pt0vided abov• ii caff'Gct and ·true to lhe beat of the OWner'a knowteaae. ana that lhe Owner will file an amended cerUllcation of' payment. anl1 pay the ·additional fee If Owrier ~equeata an increase In Via number of dwellifl9 units or square footage after the buUdlng permit is i~•d or if. lhe initial de~rminaaon of units or square ~ is found .to be incorrect. and that (2) l'le owner ii the owner, developer o_f the above described project($), or lhat !,he person exc~Ung this declaration i1 authotiHd to aign on behalf of (he er. , · · · -· s· 2076 Laa Palmas Or.• Carlsb•d, CA. 92009-1.576 ~ (7eO) 430•1181 • FAX (7C,0) •38-0894 ti) RS'lillO J. 1 I.QQ ... SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) --~:-::~~ ... ~ --! • v.J w•w•T**-•~•T******r**•***********••~******••****•**••********•••••••••~••+t******••******••*******• THIS FORM INDICATES THAT THE SCHOOi:. DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN ORWILL BE SATISFIED. SCHOOL DISTRICT: . The undersigned. being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 bas paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER / --~--... (' l -.::. J,M,.q•-m---.__...,-,n.-n,',...~/41'C'~~J-~~~'l-'!:;ff>~, .. , -csooo271 1 LEGO DR CBAD LEGO-BEGINNING EASTCOMPLEX 3576 SF NEW ADDITION-OFFICE/STORAGE . COMMIND COMM · Lol#: JOHN MATTOX . . !( [)_iaa -7"ZJ uc/c_, 0117,,,_ 1~ tJ I St l!fa<l ~ r/ ~ [_J;L -~ ,7--(l ( 16 (Z-u-" 2.l'l-~l"' C.11"'1 e,, 2-i ~ l i C,t,.-t ) 't1. 1f,(ou~ Covv J If tJ/,.,;~ J1 --bo Eiyj L>o/ .1f@ R; f ;_, n th -r;;~ . :i(t"i(a.r lfl7 -M>i.£1 /¼05 @ 12 i::c. ~lu~ ~1FsiuJ· 3/;qj; D ~llde-v ~~+e<M_ ~ ~~ J/GH-rtJ fav-/lJ1 ~- 3 b ol> BUILDING lv/J/o~3 a "d PLANNING rj ENGINEERING / =::~~~~===FIRE APPR/FORM LtV.A-tflJ.IV/ _____ HEALTH DEPT _____ HAZMAT/AIR QUAL _____ OTHER SE.WER DISTR _____ BLDG GRADING LETTER TO APPLICANT FROM APPUCANT , PLAN CORR •. i , -~~-ENG CORR -, -----~ ~-SCHOOLFORM L ~-. ~-CFO FORM -.·-1.77-,J-r/1-?322--1.~--=1-= . P E & M WORKSHEET ___ t __ __,_ _____ BLOG FEES COMPLETE 05/04/2000 City of Carlsbad Plan Check Revision Permit No:PCR00060 Building Inspection Request L.ine (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: 1 LEGO DR CBAD PCR Lot#: 0 2111000900 $0.00 Construction. Type: NEW Status: Applied: Entered By: Reference #: Plan Approved: ISSUED 04/06/2000 JM 05/04/2000 05/04/2000 Issued: Project Title: LEGO -BEG EAST COMPLl;:X Inspect Area: REV-WALL,DOOR & STRUCTURAL Applicant: Owner: MATTOX JOHN LEGOLAND CALIFORNIA INC <LF> LEGOLAND ESTATES AG 6321 05/04/00 5115 AVENID AENCINAS CARLSBAD CA 92008 760-431-5653 C/O PROPERTY TAX SERV CO PO aox 543185 DALLAS TX 75354 0001 01 C-PRMT Total Fees: $318.00 Total Payments To Date: $0.00 Balance Due: $318.00 Plan Check Revision Fee $318.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or. other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this-permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad-Munipipal 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. imposltion. 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 !hi~ 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 otheiwise exoired. 02 318u00 • " PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 ~8/ i 71 ..•. ;;i~q;;~l;.,: ; 'lf!..ft,ft:t::Ji~:!t!J:!J{ ;~~w,,v .. ; Legal Description Lot No. Subdivision Name/Number fqw,s,otLr Name Address City :',\;) '· ':i?8!1>PElii¥.i&W~t:rti1L, •· Name Address City FOR OFFICE USE ONLY PLAN CHECK NO. B:i(-&Q l EST. VAL. __________ _ Plan Ck. Deposit __ ...._ ___ -,,-_...,.... Validated By _ ___,_,..__ __ 77"7'":~r-::_~ Date ________ -=+,',--11~'-6,,"-"'--- Unit No. State/Zip Telephone# State/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of 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 Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ ie~· ftt,WOJJJ<E~ticQMi:'El\lB!ftQl\i:;li":\ r: 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 ($1001 OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE_______________________________ DATE lli';';c:qW,ijifflfilUfiJ;p~ij: 1:iEltiAl!ATIQ~;giJ;);C,Ai/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 compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for 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, 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): __________________________________________________________ _ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES 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 D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 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 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter· upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced with' 80 days from the date f such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wor · iod of 1 ( · .4.4 Uniform Building Code). DATE PINK: Finance EsGil Corporati.on 'l.n Partnership witli. (jovernment for '.Buifaing Safety DATE: April 14, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-271 REV PCR-60 PROJECT ADDRESS: 1 Lego Dr. SET:I D APPLICANT ~ 0 PLAN REVIEWER b FILE PROJECT NAME: LegoLand Beginning/East Complex Revisions D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 1:8:1 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck •. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: i:8:1 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 bas been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person 1:8:1 REMARKS: The trusses should not be approved until the ·recommendations from Burgess Engineering (shown on the truss submittal package) are complied with. By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Enclosures: City-approved plans . 4/10/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-271 REV April 14, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad · PLAN CHECK NO.: 00-271 REV PREPARED BY: Kurt Culver BUILDING ADDRESS: l Leg9 Dr. BUILDING OCCUPANCY: DATE: April 14, 2000 TYPE OF CONSTRUCTION: I BUILDING PORTION II BUILDING AREA I VALUATION VALUE (ft.2) MULTIPLIER ($) .. .. - Air Conditionfng Fire Sprinklers TOTAL VALUE 0 199 UBG Building Permit Fee D Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee .D Plan Check Fee by ordinance: $ Type of Review: D Complete Review D Structural Only [XI Hourly D Repetitive Fee Applicable O Other: Esgil Plan Review Fee: Comments: Miscellaneous revisions: Esgil fee = 3 hrs. @ $87 .15/hr. $ 261.45 Sheet 1 of 1 · macvalue.doc 5196 T066.158 TC FORCE 1-2 -4934 2-3 -4934 · 3-4 -11295. 4-5 -11295 5-6 -13511 6-7 -13445 7-8 -13445 8-9 -11345 9-10 -11345 10-11 -4904 li-12 -4904 BC FORCE 0-18 0 18-17 . 8560 17-16 12930 16-15 13511 15-14 12937 14-13 8577 13-0 0 WEB FORCE 1-18 5798 2-18 -816 3-18 -4350 '3-17 3332 4-17 -732 5-17 ·2003 5-16 918 6-16 -507 6-15 198 LEGOLAND 100, BND CSI 0,06 0.72 0.79 (l.05 0.52 0.56 0.31 0.48 0.79 0.32 0.54 0.87 0.41 0.22 0.63 0.43 0.40 0.83 0.41 0,30 0.71 0.33 0.52 0.84 0.30 0.39 0.69 0.05 0.53 0.58 0.06 0.72 0.79 AXL BND CSI 0.00 0,07 0.07 0.56 0.18 0.74 0.77 0.18 0.95 0.85 0.09 0.94 0.84 0.12 0.95 0,56 0.18 0.74 0.00 0,07 0.07. WEB 7-15 8·15 8-14 9-14 10-14 10-13 11-13 12-13 FORCE .-460 924 -2030 -749 3328 -4315 -869 5763 RMB= 1.00 l 44 11 JB:FRAME CONSTRUCT! W0:276 l EJ:LEGOLAND 12 TI:RlA WE:380008 DW:T066,l 58 33 PC4~ 380008 STO 20 15 5 ·s p 4 34 BS O 308 HL 3000. 44 2 45 2 0 380008 66 508 l 308 l LE 36 408 1600 RE 36 408 1600 77 QC.15 UA . . 99 .2010202 0 208 0 205, 0 .20 9 0 211 0 _________ ...,. --- USERID 11 DS:RICK FRAME CONSTRUCT! TOP CHORDS: 2-4x2 SPF 1650F-l.5E BOT CHORDS:· 2-4x2 FL 1800F-l.6E WEBS: 4x2 SP N0.2 2-4x2 SP N0.2 1,3,15,17 MULTIPLE LOADS --This design is the cOJrg?osite result of multiple loads. Double member webs shall have two(2) nails placed in center for buckling calculations. All COMPRESSION Chords are assumed to be continuously braced unless noted otherwise. MAX LIVE LOAD DEFLECTION: L/629 at JOINT #15 L=-0,71" D=-0.71" T=•l,42" MAX HORIZONTAL DEFLECTION: T= 0.26" RED END 1· 43.00'~1 typ. .- 2-6-0 .::_t_ {11 1-4-0 _j_ T 2~0-4 E>h T 2 TL18-8Xl4 r- k -1 T 18 3275# 3.50'; T 3 WO: 2761 This design is valid only if the truss is fabricated by TRUTRUS INC. PHOENIX, ARIZONA 85043 All Chords are (MSR) Machine Stress Rated. All lumber used in this design, has a maximum of 19% 1110isture content at the time of fabication. $ 2x4 #3 Hem-Fir or better cont. lateral B/C bracing @ 23 1 -411 o.c. Attach with 2-16d nails. Bracing not required if a rigid ceiling is attached directly to the B/C. 3/8" & larger lag screws or bcilts NOT ALLOWED IN CHORD MEMBERS. U.N.O. ++ l-3xl4.4 20 ga. connector plate on the top face of the top chord, Typical where wall anchor strap or beam strap has nail spacing less than 4" o.c. This is designed to reduce splitting do to wall or beam tie strap nailing. . I CAMBER: Top and bottom chord / Ye, at mid span between the ~upports. T 4 6X12 T 17 T 5 3X4 38-0-8 .-. 6 7 5X6 5X6 3X4 34-0-0 .-. 16 15 .J 8 3X4 T 9 6X12 T, 14 TI: RIA TY:15 --------------Joint Locations--------------- 1) 0-0-0 7) 20-o-4 13) 33-7-12 2) 3-7-12 8) 22-8-8 14) 26-4-4 3) 7-3-8 9) 26-4-4 15) 20-0-4 4) 10-11-4 10) 30-o-0 16) 17-3-4 5) 14-7-0 11) 33-7-12 17) 10-11-4 6) 17-3-4 12) 37-3-8 18) 3-7-12 ----MAX. REACTIONS PER BEARING LOCATION----- X-Loc Vert Horiz Uplift Y-Loc Type 0-1-12 3274 0 0 TOP PIN 37-10-12 3274 0 0 TOP H-ROLL This truss has not been designed for ROOF PONDING. Building designer must provide adequate drainage to prevent ponding. (0.25 in./ft. min. slope to drain)·. Truss must be marked to prevent UPSIDE DOWN erection. T 10 (/6J~1,,# T 11 L, 12PI J,+-1-4-0 10X12 __t_ ~ ~ T~ TL18-8Xl4 l 13 ~ ~'12-0-4 j, '1 3275# 3.50" 0-10-0 E>I (R0-10-0) 37-3-8 ------------lJ!±{}_ ~O) EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Another Quality Design by TruTrus Member Wood Truss Council of America Design: Matrix Analysis WARNING: READ ALL NOTES ON THIS'SHEET. A COPY OF THIS DRAWING TO ·BE GIVEN TO ERECTING CONTRACTOR. BRACING WARNING: Bracing shown un this drawing is nut en:ctiun bracing, wind bracing, purcal bracing or similar hracing which is a part uf tht: huilding dt:sign and which mu!lt he considered hy the building <lesigner. Bracing shown is for lateral support ot' trus.,; members only tu "duce buckling length. Provisions mu!!l ht: made to anchor lateral bracing at em.ls and specified locations determinetl hy the building <lesigner. Additional bracing of the overall structure may he required. (See HIB-91 ofTPI). For specific truss bracing requirements, contact building designer. (Truss Plate Institute, TPI, is located at 583 D'Onofrio Drivi:, Madb,on. Wiscnmiin 53719). JOB PATH: C:\TEPUSRC:\TEPUSR Eng, Job: LEGOLAND Dwg: T066.15~ Dsgnr: RICK Chk: TC Live 20.0 psf TC Dead 15.0 psf BC Live 0.0 psf BC Dead 5.0 psf TOTAL 40.0 _l)_Sf scale = 0.1250 WO: 2761 Truss ID: RIA Date: 3-23-00 -• Dur Fae -Lbr: 1.25 __ -DurFac -Pit: 1.25 - O.C. Spacing: 48.0"- Design Criteria: UBC CodeDesc: V:07.26.99-0-1 HCS: 07./9.99 DESIGN CALCULATIONS Submitted For: APPROVAL 8132 W. SHERMAN AVENUE PHOENIX, ARIZONA 85043 This bound document has been specially prepared by TruTrus exclusively for: Project Name: Project Location: Customer: TruTrus Job# - Date: LEGOLAND ONE LEGOLAND DR CARLSBAD, CA. FRAME CONST. 2761 3/23/2000 The following design calculations, listed by piece mark (hand written in upper left portion of the calculation sheet) are included in this bound document. D NO EXCEPTIO:lS Tmll D REJECTED R 1 A F@~JBMIT SPECIFIEO ITEM KE CORRECTIONS NOTED CREVISEAND RESUBMIT Checking IS only for g&ir.lml conformance with the design conceot of tho prolGCt and general co .. 1pllance with the lnformatfon given I~ the contract documents. Any action shown ,s sub-ject to the requirements of the plans and specifications. Contractor Is responsible for:_ Dimensions which shall be confirmed and corre- lated at the job site; fabrication processes and techniques of constructlon;.coordlnation of ~Is work with that of all othar trades and the satis- factory performance of his work. ~te B The Burgess Engineering Group This document is permanently bound. The staples used must not be removed. If any modifications are made, this sealed document is no lone:er to be considered valid. or;j-UY i 7/ ;o t:/<-Ct:J TRUTRUS, Inc.** 8132 W. SHERMAN** Phoenix, Az. 85043 ** 602-252-1772 ** DATE: 3-23-00 LABEL: RlA C:UST: WORK ORDER: 7761 SEQN: 07 .26.99-0 DESIGNER: RJ:CIC -J,OB: FRAME CONSTRUCTI WO EXTN: 380008 LOAD CASE REPORT: Bearing Case #= 1 {Default ) Load #= 1 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •. STRUCTIJRE APPLIED DISTRIBUTED LOADS ••• \ / ••••.•••• POINT ,LOAI!S ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• TYPE .•• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80,0 38-4-0 2 TC.V.D -60.0 -0-5-8 -60.0 38-4-0 3 BC.V.D -20.0 0-4-8 -20.0 37-8-0 Bearing REACTIONS PER LOADCASE ' . BEARING PROPERTIES ID Vertical Horizontal Uplift Moments X-Loc Y-Loc Type ·set l 2991 0 0 0 0-1-12 TOP CHD PIN STD 2 2991 'O O O 37-10-12 TOP CHD H-ROLL STD Bearing Case#= 1 {User-def) Load#= 2 DURFAC.LBR = 1,250 DURFAC.PLT = 1.250 / •• STRUCTIJRE APPLIED DISTRIBtrn:I) LOADS ••• \ ./ •••••••• POINT LOADS ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• TYPE, •• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.0 38-4-0 2 TC.V.D -60.0 -0-5-8 -60.0 0-4-8 3 TC.V.D -135.0 0-4-8 -135.0 4-4-8 4 TC.V.D -60.0 4-4-8 -60.0 38-4-0 5 BC.V.D -20.0 0-4-8 -20.0 37-8-0 Bearing REACTIONS PER LOADCASE BEARING PROPERTIES ID Vertical Horizontal Uplift Moments X-Loc . Y-Loc Type Set l 3275 0 0 0 0-1-12 TOP CHD PIN. STD 2 3008 0 0 0 37-10-12 TOP CHD H-ROLL STD Bearing Case #= 1 {User-def) . Load #= 3 DURFAC.I,BR = 1.250· DURFAC.PLT = 1.250 / •• STRUCTIJRE APPLIED DISTRIBUTED LOADS ••• \ / •••••••.• POINT LOADS ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• TYPE ••• MAGNITUDE .XLOC .•• 1 TC.V.L -80.0 -0-5-8 -80.0 ·38-4-0 2 TC.V.D -60.0 -0-5~ 8 -60.0 4- 4-8, 3 TC.V.D -135.0 4- 4-8 -135.0 8-4-8 4 TC.V.D -60.0 8-4-8 -60.0 38-4-0 5 BC.V.D -20.0 0-4-8 -20.0 37-8-0 Bearing REACTIONS PER LOADCASE BEARING PROPERTIES ID Vertical Horizontal Upli.ft · Moments X-Loc Y-Ipc Type Set l' 3243 0 0 0 0-1-12 TOP CHD PIN STD 2 3040 0 0 · 0 37-10-12 TOP CHD H-ROLL STD Bearing Case #= 1 (User-def) Load #= 4 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •• STRUCTIJRE APPLIED DISTRIBUTED LOADS ••• \ / •••••••• POINT LOADS ••••••••• \ .DIR L.Plf L.Loc . R.Plf R.Loc ••• TYPE ••• ,MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.0 38-4-0 2 TC.V.D -60.0 -0-5-8 -60.0 8-4-8 3 TC.V.D -135.0 8-'4-8 -135.0 12-4-8 4 TC.V.D -60.0 '12-4.-8 -60 .• 0 38-4-0 5 BC.V.Q -20.0 0-4~ 8 -20.0 37-8-0 Bearing REACTIONS PER LOADCASE BEARING PROPERTIES ID Vertical Horizontal Uplift Moments X-Loc y:r.oc· · · ·Type Set 1 3211 0 0 0 0-1-12 TOP CHD PIN· STD 2 3072 0 0 0 37-10-12 TOP CHD H-ROLL STD Bearing Case#= l (User-def) Load#= 5 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •• STRUCTIJRE APPLIED DISTRIBUTED LOADS ••• \ / ••.•••••• POINT LOADS ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• TYPE ••• MAGNITUDE .XLOC ••• l TC.V.L -80.0 -0-5-8 -80.0 38-4-0 2 TC.V.D -60.0 -o~ 5-8 -60.0 12-4-8 3 TC.V.D -135.0 12-4.-8 -135.0 16-4-8 4 TC.V.D -60.0 16-4-8 -60.0 38-4-0 5 BC.V.D -20.0 0-4-· 8 -20.0 37-8-·O Bearing REACTIONS PER LOADCASE BEARING PROPERTIES ID Vertical Horizontal Up~ift Moments X-Loc Y-Loc Type Set 1 3178 0 0 0 0-1.-12 TOP CHD PIN STD 2 3104 0 0 0 37-10-12 TOP CHD H-ROLL STD Bearing Case#= l (User-def) ·Load#= 6 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •• STRUCTIJRE APPLIED DISTRIBUTED LOADS ••• \ / •••••••. POINT LOAI>S •.••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc· ••• TYPE ••• ?,)71.GNITUDE .XLOC ••• l TC.V.L -80.0 -0-5-8 -80.0 38-4-0 2 TC.V.D -60.0 -0-5,-8 -60.0 16-4-8 3 TC.V.D -135.0 16-4-8 -135.0 20-4-8 4 TC.V.D -60.0 20-4~ 8 ,-60 .• 0 38-4-0 5 BC.V.D -20.0 0-4-8 -20.0 37-8-0 Bearing REACTIONS PER "LOADCASE BEARING PROPERTIES ID Vertical Horizontal Uplift ~ts X-Loc Y-Loc ·Type Set 1 3146 0 0 0 0-1-12 TOP CHD PIN STD 2 3136 0 0 0 37-10-12 TOP CHD H-ROLL STD Bearing Case#= l· (User-def) Load#= 7· DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •. STRUCTIJRE APPLIED DISTRIBUTED. LOADS ••• \ / ••••..••• POINT' L9ADS ••.••• , •• \ .DIR L.Plf Ii.Loe R.Plf ·R.Loc ••• TYPE ••• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.0 38-4-0 2 TC.V.D -60.0 -0-5-8 -60.0 20-4-8 3 TC.V.D -135.0 20,-4-8 -13~.0 24-4~ 8 4 TC.V.D -60.0 24-4-8 -60.0 38-4-0 5 BC.V.D -20.0 0-4-8 -20.0 37-8-0 Bearing REACTIONS PER LOADCASE BEARING PROPERTIES ID Vertical Horizontal Uplift .Moments X-Loc Y-Loc Type Set 1 3114 0 0 0 0-1-12 TOP CHD PIN STD 2 3168 0 0 0 37-10-12 TOP CHD H-ROLL STD 2761 RlA ,i Bearing Case#= 1 (User-def) Load#= 8 DURFAC.LBR = 1.250 DURFAC.PLT = 1.2~0 / •• STRUCTURE APPLIED DISTRIBUTED LOADS ••• \ / •••••••• Pomr LOADS ••••••••• \ .DIR L.P1f L.Loc R.Plf R.Loc •• -.TYPE ••• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.0 38-4-0 . 2 TC.V.D -60.0 -0-5-8 -60.0 24-4-8 3 TC.V.D -135.0 24-. 4-8 -135~0 28-4·-8 4 TC.V.D -60.0 28-4-8 -60.0 38-4-0 5 BC.V.D -20.0 o·-4-8 -20.0 37-8-0 Bearing REACTIONS PER LOADCASE BEARING PROPERTIES m Vertical Horizontal Uplift Moments X-Loc Y-Loc Type Set 1 3082 0 0 0 0-1-12 TOP.CHD PIN STD 2 3200 0 0 0 37-10-12 TOP CHD H-ROLL STD Bearing Case#= 1 (Us~r-def) Load#= 9 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •• STRUCTURE APPLIED DISTRIBUTED LOADS ••• \ / •••••••• POINT LOADS ••.•••••• \ .DIR L.Plf < L.Loc R.,Plf R.Loc ••• TYPE ••.• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.-0 38-4-0 2 TC.V.D -60.0 -0-5-8 -60.0 28-4-8 3 TC.V.D -135.0 '28-4--8 -135.0 32-4-8 4 TC.V.D -60.0 32-4-8 -60.0 38-4-.O 5 BC.V.D -20.0 0-4-8 -20.0 37-8-0 Bearing REACTIONS.PER LOADCASE BEARING PROPERTIES m Vertical Horizontal Uplift Moments x~r.oc Y-Loc Type Set 1 3050 0 0 . 0 0-1-12 TOP CHD PIN STD 2 3232 0 0 0 37-10-12 TOf CHD H-ROLL STD Bearing Case#= 1 (User-def) Loa4 #=10 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •• STRUCTURE APPLIED DISTRIBUTED LOADS ••• \ / •••••••• POTNJ: LOADS ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• TYPE ••• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.0 38-4-0 . 2 TC.V.D -60.0 -0-5-8 -60.0 32-4-8 3 TC.V.D -135.0 32-4-8 -135.·0 36-. 4-8 4 TC.V.D -60.0 36-4-8 ·-60.0 38-4-0 5 BC.V.D -20.0 0-4-8 ,-20.0 37--8-0 . Bearing RJ;!ACTIONS PER LOADCASE BEARING PROPERTIES m Vertical Horizontal Uplift Moments ~-Loe Y-Loc Type Set 1 3018 0 0 0 o~ 1-12 TOP·CHD PIN STD 2 3264 0 0 0 37-10-12 TOP CHD H-ROLL STD Bearing Case #= l (User-def) Loaq #=11 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •• STRUCTURE APPLIED DISTRIBUTED LOADS ••• \ / •••••••• Pomr LOADS ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• ~E ••• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.0 38-4-0 2 TC.V.D -60.0 -0-5-8 . -60.0 33-8-0 3 TC.V.D -135.0 33-8-0 -135.0 37-8-0 4 TC.V.D -60.0 37-8-0 -60.0· 38-4-0 5 BC.V.D -20.0 0-4-8 -20.0 37-8-0 Bearing REACTIONS PER LOADCASE BEARING PROPERTIES ID Vertical Horizontal Uplift Moments .x~r.oc Y-Loc Type Set l 3008 0 0 0 0-1-12 ~P CHD PI?f STD 2 3275 0 0 0 37-10-12 TOP CHD H-ROLL STD Legend --(H, V) = (Horizontal, Vertical) .. T066.158 ILEGOLAND TC FORCE AXL BND CSI· 1-2 -5405 0.06 0.42 0.48 2-3 -5405, Q.05 0.31 0.35 3-4 -13010' 0.34 0.26 0.60 4-5 -13010 0.35 0.31 0.66 5-6 -16490 0.55 0.29 0.84. 6-7 -16455 0.57 0.31 0.87 7-8 -16455 0.54 0.26 0.80 8-9 -13012 0.36 0.34 0.70 9-10 -13012 0.34 0.25 0.59 10-11 -5404 0.05 0.31 0.36 11-12 -5404 0.06 0.42 0.48 BC FORCE AXL BND CSI 0-18 0 0.00 0.08 0.·08 18-17. 9594 0.46 0.14 0.60 17-16 15318 0.74 0.21 0.95 16-15 16490 0.80 0.11 0.91 15-14 15300 0.74 0.21 0.95 14-13 9592 0.46 0.14 0.60 13-0 0 0.00 0.08 0.08 WEB FORCE WEB FORCE 1-18 6351 7-15 -625 2-18 -629 8-15 1373 3-18, -4922 8-14 -2688 3-17 4013 9-14 -545 4-17 -531 10-14 4018 5-17 -2712 10-13 -4921 5-16 1393 11-13 -630 · 6-16 -657 12-13 6351 6-15 -41 RMB= 1.00 1 44 • 11 JB:FRAME CONSTRUCTI W0:276 i EJ:LEGOLAND 12 TI:R2A WE:400508 DW:T066,l 58 . 33 PC42 400508 STO 20 15 5 S p 4 34 BS O 308 HL 3000 44 2 45 2 0 400508 66 508 l 308 1 LE 36 408 1600 .RE 36 408 1600 . 67 LB2708 RB2708 77 QC 15 UA 99 .201 .o 202 0 208 0 205 0 20 9 0 211 0 =========='== USERID 11 DS:RICK FRAME CONSTRUCTI TOP CHORDS: 2-4x2 SPF 2100F-l.8E BOT CHORDS: 2-4x2 SPF 2100F-l.8E WEBS: 4x2 SP N0.2 . 2-4x2 SP N0.2 1,3,4,14,15 17 MULTIPLE LOADS --This design is the composite result of multiple loads. Double member webs shall have two (2) nails placed in center for buckling calculations. All COMPRESSION Chords are assumed to be continuously braced ~less noted otherwise. MAX LIVE LOAD DEFLECTION: L/568 at JOINT# 7 L=-0,84" D=-0.83" T=-1.6811 MAX HORIZONTAL DEFLECTION: T= 0.28" ' RED ENO 7 ..J 1., 43.oo·~i typ. WO:2761 This design is valid only if the truss is fabricated by TRUTRUS INC. PHOENIX, ARIZO~ 85043 , All Chords are (MSR) Machine Stress Rated. All lumber used in this design, has a maximum of 19% ll'Oisture content at the time of fabication. $ 2x4 #3 Hem-Fir or better cont. lateral B/C bracing@ 23'-4" o.c. Attach with 2-16d nails. Bracing not required if a rigid ceiling is attached directly to the B/C. 3/8" & larger lag screws or bolts NOT ALLOWED IN CHORD MEMBERS. U,N.O. ,.:-::;i_3xl4.4 20 ga. connector plate on the ~op face of the top chord. Typical where wall anchor strap or beam strap has nail spacing less than 411 o.c. This is designed to reduce splitting do to wall or beam tie strap nailin,g. I~ .., CAMBER: Top and bottom chord · 'C.f at mid span between the supports. TI: R2A ,TY:Ji5' --------------Joint Locations--------------- 1) 0-0-0 7) 21-7-9 13) 36-0-12 2) 3-7-12 8) 25-1-8 14) 28-9-4 3) 7·-3-8 9) 28-9-4 15) 21-7-9 4) 10-11-4 10) 32-5-0 16) 18-0-15 5) 14-7-0 11) 36-0-12 17) 10-11-4 6) 18-0-15 12) 39-8-8 18) 3-7-12 ----MAX. REACTIONS PER BEARING LOCATION----- X-Loc V~rt Horiz Uplift Y-Loc Type 0-1-12 3540 0 0 TOP PIN 40-3-12 3540 0 0 TOP H-ROLL This truss has not been designed for ROOF PONDING. Building designer must provide adequate drainage to prevent ponding. (0.25 in./ft. min. slope to drain). Truss must be marked to prevent UPSIDE DOWN erection. C0 xz~ k 40-5-8 1,, 1 1 i ~ ~ ~ ~ t h ~ io i1 1z"l .- 2-6-0 _j_ T TL18-10X18 6X18 5X6 5X6 I V I 17 1 18 1-4-0 _j_ .- . 2-6-0 T _L 6X18 TL18-10X18 --l ~II 1-8-12 I,, . · I '1 3541# 3.50" I 13 3540# 3.50" 1-8-12 -~ L 14 I· ..... ' (Rll-8-0) 0-10-0 .. 1-------------39-8-8 (R0-10-0) EXCEPT ~S SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.1250 Another Quality Design by TruTrus Member Wood Truss Council of America DesigJI: Matrir A11t1/ys/s WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: LEGOLAND WO: 2761 A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING 'Dwg: T066.158 Truss ID: R2A CONTRACTOR. Dsgnr: RICK Chk: Date: 3-23-00 BRACING WARNING: TC Live 20.0 psf .,,. DurFac -Lbr: 1.25 _... Bracing shown on this d(awing is ~ut erection bracing, wind bracing, portal bracing ursimilar bracing TC Dead 15.0 psf -Dur Fae · Pit: 1.25 -- which i_s a_parl of the hu1l~ing: deMgn and which must he conshh:red hy the huihling designer. Bracing • 0 C S • . 11_..... shown 1s fur lateral support uftruss members only tu reduce buckling length. Provisions must be BC Live 0.0 psf • • pacing. 48.0 made _to anchur_laieral bracing at ends and specified lucatiuns determined by the building designer. BC D d 5 0 f Design Criteria· UBC Additumal hracmg nr1he ,,vcrall Mructure may he rc:qulrcd. (See 1118-91 nfTPI). For specific ea • PS ./ • tru~s bracing requirements, contact huilc.ling designer. (Trui-s Pla1e lnMitutc, TPI I:,. lucatL-d at -------Code Desc: 583D'01111fri11Drivc,Madis1111,Wiscun,in53719). ' TOTAL 40.0 ps_f V•07 2 ... ---------~ ~2. JOB PATH: C:\TEPUSRC:\TEPUSR HCS: 07.19,99 TRUTRUS, Inc.** 8132 W. SHERMAN** Phoenix, Az. 85043 ** 602-252-1772 ** DATE: 3-23-00 LABEL: R2A CUST: WORK ORDER: 2761 SEQN: 07.26.99-0 DESIGNER: RICK JOB: FRAME CONSTRUCT! WO EXTN: 400508 LOAD CASE REPORT: Bearing Case#= l (Default) Load#= l DURFAC.LBR = l.250 DURFAC.PLT = l.250 / •• STRUCTURE APPLIED DISTRIBUTED LOADS ••• \ / •••••••• POINT LOADS ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• TYPE ••• MAGNITUDE .XLOC ••• l TC.V.L -80.0 -0-5-8 -80.~ 40-9-0 2 TC.V.D -60.0 -0-5-8 -60.0 40-9-0 3 BC.V.D -20.0 0-4-8 -20.0 40-1-0 Bearing REACTIONS PER LOADCASE BEARING PROPERTIES m Vertical Horizontal Uplift Moments X-Loc . Y-Loc Type Set 1 3190 0 0 0 0-1-12 TOP CBD PIN STD 2 3190 0 0 0 40-3-12 TOP CBD H-ROLL STD Bearing Case #= 1 (User.-def) Load #= 2 DURFAC.LBR = 1.250 DURFAC.PLT = 1.250 / •• STRUCTURE APPLIED DISTRIBUTED LOADS ••• \ / •••••••• POINT LOADS ••••••••• \ .DIR L.Plf L.Loc R.Plf R.Loc ••• TYPE ••• MAGNITUDE .XLOC ••• 1 TC.V.L -80.0 -0-5-8 -80.0 40-9-0 TC.V.SA.PL.D -200.0 14-11-12 2 TC.V.D -60.0 -0-5-8 -60.0 18-0-0 TC.V.SA.PL.D -200.0 25-9-12 3 TC.V.D -135.0 18-0-0 -135.0 22-0-0 4 TC.V.D . -60.0 22-0-0 -60.0 40-9-0 5 BC.V.D -20.0 0-4-8 -20.0 40-1-0 Bearing REACTIONS PER LOADCASE BEARING-PROPERTIES m Vertical Horizontal Uplift Moments X-Loc Y-Loc · Type Set l 3541 0 0 0. 0-1-12 TOP CBD PIN STD 2 3540 0 0 0 40-·3-12 TOP CHD H-ROLL STD Legend --(H, V) = (Horizontal, Vertical) 2761 R2A