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HomeMy WebLinkAbout1 LEGOLAND DR; ; CB981029; PermitB U I t D I N G PERMl'l' Permit No:.CB98~029 Project N:o :,, A9800057 Development N.o: . 04/16/98 09:41 Page i of -1 'Job Addres·s : i LEGO DR . Permit 'l'ype: COMMERCIAL · BUI.I:.DING Parcel No:· }laluation:: ·--650 ;'772 Suite: Lot#: .Reference#: . oon. 041:t619Er 0001 01 . 02 Co~struction Ty~~:ri1V1 18626 .. 00 ·. Statu.s:. IS.SUED Occupancy Group: .A2. 1- Desc~ipti6n: 5,700 SF BVILD1NG "LEGO EXP.·, Applied:· 04/11/98 : Apr/Issue: 04/16/9"8 .Entered By: MDP 453:_0100· : . SHOW" . IMAGINATON :PLAN . CK • 9·a-6 3 5 '11, 1..t; · 310 ·.Appl/Ownr: ADACHI,· KYOKO 165·5 26'l'H STREET #200 ' . . . . . . . . ' . ' ' ~ . ·~ ·ctEARANCE t, . CITY OF CARLSBAD 2075 Las Paltnas Dr., Carlsbad, CA92009 '(619) 438-J161 .. PERMIT APPLICATION ExistinQ Use SQ, FT. #of Stories Name -Address City ae,q1,o-z.,q FOR OFFICE USE ONLY / ---- .PLAN CHECK NO. q~D {f) 3S !;ST. VAL ""---------,,----'-- Plan Ck. Deposit------.....,.....-- Validated BY---,--....--,,..;.-.,......,.......,r-fi"""'<f---- Datl;l _____ ....c~;.,,g:.""'I.L+.i-1-A--- Total # of units Proposed Use # of Bedrooms # of Bathrooms -S,t~te/Zip Telephone # ' ;~;~QQ.NJ':HMIQJ.Le;~Qlt'I.Ef~V~M'f_f;::'.:::C-~-'S:..:.::...~;:~,v'~-~'-'":.,;;:,_;;.,;;,.-Si .... ~:1;'.;:..:.-~·:;..:~.J-".~J,£:~-,,;;,.:,_:'.;;i;~;;_:.::,.:;;;;J:.'f:JJ',ti.::";::,!S::~~t::.:7:~:£:.7. (Sec. 7031.q Business and Profiissions Code: Any City or c;ounty which requires a permit to construct, alter, improve, ,demolish or repair any .structure, prior 'to its •is;uance, also requires the applicant for such permit to file a signed statement that he is licensed pursua_nt to the provlsion!i of the Contractor's Licens!)· Law [Cl:lapter 9, .commending with Section 7.0.00 of Division 3-of-the Business arid -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 applican1 to a civil penalty of not more than.five.hundred-dollars ($500]). Name Address City State/Zip Telephone# State License# _________ _ License Class---~------City·Busiries~ License # -,---'------- Designer Name State License-#_ Address City State/Zip-Telephone ll~-:::.:Y'l~K1;:,~~11:e;;2Q'M1t~ri$'A:tlo14~-~"~:-_::1~~-;::::;::-.. ~~::2~-}1y~,-:2~~-":-:::z~:::~m.::~E:nIE::~~;:/:_.."~:.:_;,~;r-1:"::~~~:~~~cr<:l:-1}£\!l Workers' Compensation Declaration: I hereby affirm 1Jnder 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 Lal:>or Code, for the performance of the work for which this permit is issued • . O I have and will maintain workers' compensation,·as required by Section 3700 of the Labor Code; forthe performance of-the work .for whic~ this permit is issued. My worker's compensation insurance carrier and-policy number are: - Insurance Company _________ ~--------~-Policy No. Expiration Di!te_-'------- (THIS SECTION,NEED NOT-BE COMPLETED IF '!'HE.PERMIT IS FOF! ONE HUNDRED DOLLARS [$100J·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 per~on iii any ma_nner so as to become subject to the Workers' Compensation Laws,of California. WARNING: Failure to secure workers' compensation cover!lge is unlawful;. and shall subject' an employer to criminal penaltie_s and· civil' fines up.:t~ oile hundred thousand dollars ($100,000), in addition to the cost of compensation, d_ilmages as provided for-in Section.3706 of the Labor code, interest.and.attorney's-fees. SIGNATURE. __ ~--~---,----------,---~------~--DA'l"E~~---.,.,-,---,---- Iz~;:Xi!}j)JN.Jfq_RlB.Jn.lQg\tJ),J:~C'ABAJJ.Q.N:~:;;.~.~ ~~H~;~~~.:,_r~~~-~~~-.r.:....>:: :~ . -~ .:· -.t/_:.:.::2.-~<G~\;,2-:~'€1f;_,2JTt~.~~~1J1:::.jiii:,;, I hereby affirm that I am exempt from tlie Contractor's License Law for the following reason: ,0 I, as owner of the property or my employees with wages l!S their sole compensation, will do the work and .the structure is not int.ended or offered for sale isec. 7044, Business and Professions Code:. !he Contractor's License Law does. not apply to an owner .of property. who builds. or imp.roves thereon, and who does - such work himself or through his own employees, provided that such improvements are no't intended-or offered for sale. If, however, the building-or improvement is sold within one year-of completion, the owner-builder will have the burden of proving that he did not-build-or improve for-the purpose.of sale).· 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (S_ec. 7044, Business arid Professions Code; The Contractor's License Law does not apply to· an owner of property who builds or improves thereon; and contracts for such projects with contractor(sl licensed pursuant to the Contractor's License. Law). · 0 I am exempt under Section ______ Business-and Professions Code for this reason: 1. I personally plan to provide the major labor and' materials_ for construction of the-proposed property improvement. tJ YES ONO 2. I (nave / have not) signed an application fo~ a building permit .for tlie proposed work. 3. I have contracted.with the following person (fir.ml 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 I phone number / contractors license number): -· 5. I will' provide some of the work, 'but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work):_----~--------------'----------=----'---'--'---------,------------------- PROPERTY OWN.ER SIGNATURE_"--'--~~...,...-'---~~---'-~---------DATE _______ ~-- !~oj;;'P.[fiWtfiLUjQI@l(fo9BQN~flfp_j&'f~L~.QT~~IN~ei:jJifS;P':Nty,7:~~,:L::2::·:: · t:·:-:,_,:~T~iI::::-:~~;:~~:'l";;'.'21-:Z'f Z-'.~Z.~.17£! 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 Act7 D YES O· NQ l,s the applicant or future ~uildi_ng occupant.required to obtain a permit from the air pollution control district or air quality managem!)nt district? 0 YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0-NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET QR IS MEETING THE REQUiREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. !.{!• ··,,-S!coN$lfil!QI©>JftE:~~.A~:..£::2'.2.t':::::;;-::.:L,-.:O,.:.:c _:;;..:...J,;,:,i;.;: ;, --.-.,.:. . .:.,':::;_; ,, : ~i'i.:.,, :~:..:..J.::.:::;:~: _,;;._£;.:.::'.:?· i .. Ji~ :.::::.>··:2:i;,,;':;;:'.J::-;.i;if:::?Jff:]::_':;:;-_·.~;--~T:; I hereby affirm that there is a-construgtion lending agency for the performance-of the work for which .this permit is issued (Sec;. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS ~\~·-~ :~~Rel,l'Q~l'L'lt~l:.llllftlCN~P.Nk0s~.:~,, :, ~~;~";;,;t;. __ ~-~-'L"",:;.:..,,_:.l_~,~-,t-:.:::::;_;,=::.-·:=,,.-="""-.=...._=.-. =.-"-=~_;::;.-,~:::,,-_:::,-_;:::~--==.._c:;::, .. ::;;;:, ·:...::;:,,.;:,~i:::.W::;:-',::;-,;::_::;.;-:;;.:,_:;;:~-,::::-;.;::r_,,:;,'.:=,,;~ _;:;::=~;::_ .-;:::-,,_:;;;-~=-~:;:,,;:_.,.=., _::;:_ ;:,;;,:::-:-r;;::" __ :z}.:::-~::;_,,_:;;.";;;:~ ,::;,:::__::;:.\,;;(t"""';:;:;;·;:;:, i::c,.;,f;::;,,~;;;;_,,:;,,.,,-::. I certify that I have read the-application and·state·th~t-the-above in.formation-is correct arid 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 cif Carlsbad -to enter upon 'the abcive 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 Ci'SHA permit·is required for excavations over 5'0" deep and demolition qr-construction of structures over :3 ~tories in height. EXPIRATION: Every permit ,issued by the Building Official under the (lrovisions of this· Code shall expire by limitation and become null and void if -the building or work authorized b;y such permit is not commenced within 365 gays from the date of such permit or if the building or work authorized -1:>y-such ·permit is suspended or abandoned ·at any time aftet_ the work is commenced for a period of 180 days (Section 106.4.4 Unifo_rm Building"Code). ,-~--~---~,. . ' --{APPL!CANT'S SIGNATURE Y. . f DATE~ ;,_, . ----WHITE: File,--YELLOW: Applicant PINK: Finance ~~. ---,---~~--,-c~- FOR OFFICE USE ONLY ,;, ; ~PERMIT APPLICATION PLAN CHECK NO. _______ _ CITY OF CARLSBAD BUILDING Dl;PARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL.--------,------ Plan Ck. Deposit __, _____ ....,... ___ _ Validated By _________ _ Date _____________ _ 1, PROjECT INFORMATION Address (include Bldg/Suite #) 'Business Name lit this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Tot~I I of units Assessor's Parcel# Existing Use. Proposed Use Description of Work SQ, FT._ #of Stories I of Bedrooms II of Bathrooms Name Address City _ State/Zip Telephone # Fax # f3;-: .. APPLICANT' '• D Colitraotor ··o Agenttiir 'Coirtriciot' ., o· 6viiniF'iO'Aifinflot0wiiiir0=·':'.'";:'.: -~}_7~ -~"7<":::.-:;~:: :''.",• ':~-~ _;·. '" . ., Name Address City State/Zip Telephone# '4; ',, PROPERTY' OWNER Name Address City S,iilte/Zlp Telephone II :5. ' -CONTRACTOR! COMPANY NAME--------·--::,-·-:·----. ,re":·. ,-·,,,--:-7?"''.T:''':;7"':"~':~~--'·'. .··~~J:,.::7-;':.~~0"~'.2.;;7':""~'.~~T.;:::~,. . ; ·/'.':.:~-,-,-----. : ' (Sec. 7031.5 Business and Professions Code: Any-City or County which requires a permit to construct, alter, -Improve, demolish or repair any structure, prior to Its issuance, also requires the applicant ,for such permit' to file -a signed statement that he Is licensed -pursu,mt 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 "1Dr11 than five hundred dollars [$500)1. BERN4RDS BROTHERS CDNSTRIIc:i:ION 5342 ARMADA _DR CARLSBAD, CA 92008 760-930-0099 Name -Address -City State/Zip Telephone II State License I 302007 Ucense Cl11A B -City BLisln-.1 Ucense I 1205610 HOK 1655 26TH ST, SUITE 200 SANTA MONICA, CA 90404 310-453-0100 Designer Name · Address -' -City · -State/Zip Telephone State License II ________ _ 6. woFIKERS" COMPENSATION .. :-· ..... ~-:·_'""'" -: ..... ··:"-l .... ~-..... ,. ·---~~ ,. ·:~M, :~_ ..... Y_'L-. •i.·r;~~H-·~::.~·;·.-=-~~:·~::!~~~;.:::;r..~·~.p~\:!:i'~T~··.rt~r·i _.:..: :! ... -n:-; . ·: ... · .. : -J Workers' Compensation Declaration: I hereby iffirin under penalty of perjury one of the following declarations: D I have end will maintain I certifii:!ltll of consent t!) self-Insure for workers' corripens1tion as provldid by-section 3700 of tt,11 labor Code, for the performance of the work tor which this permit is iS!5U'e~. _ · M I have and will maintain workers' compensation, as req~ired-by Section 3700 of the labor Code, for the pirformance of the work for which this permit is ~ued. My worker's compensation-insurince carrier and policy number ire: . · Insurance Company lJLICO CASUAI.l'Y -CO Policy No.IJD6040227Q0. Expiration Date6-30-Q8 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS'FOR ONE'HVNDRED DOLLARS (t100J ORLESSJ D CERTIFICATE OF EXEMPTION: I-certify that In the performance of the work for which this permit is Issued, I ahall not employ any person In any manner so 11 to become subject to the Workers' <;ompensation Laws of California. WARNING: Failure HC re worker1' compena1tion coverage 11 unlawful; and 'ahlll subject an employer to criminal ~les d' clvll flnas up to one hundred thousand dollars ($1 O I, In addition to the coat of co tlon, damagu u provided for In Section 3708 of • t and attomey'a fNI, SIGNATURE,:-:::-::-::-;:fl:.~~~~~~t7:~:'.";'7:-:-'.'~':'.""":""'7"-::-7.7:::7,::-~:::-:-;.':"::-:-7:-:7:~ DATE -:-"-+f-7"1-le,,lf-'-,H,...._-:--,7. OWNER-BU ,,- ntr1ctor's.Llcen11 Law fo_r the following-reason: D I, as owner of the pr perty or -if plo_yees with wages es ~heir ·sole compen11tion, will' do' the work and the structure Is not Intended; or offered for 11111 (Sec. 7044, Business and rofessio . ode: The Contractor's License Law does not apply to an owner of property who build• or Improves thereon, and who does such work himself or through his own employees, provided thauuch Improvements are not Intended or offered-for 1111. If, however, the bulldlng·or Improvement 11 sold within one year of completion, the owner-builder wili have the burden of proving that he dld·!"lot bulld·or Improve for the purpose of 11111). D I, as owner of the property, 1m exclusively contracting with licensed contractors to construct the pro;.ct (Sec. 7_044, Business and Prof1111ion1 Code: The Contractor's License Law does not apply to 1n owner of property wh!) builds or Improves thereon, 11nd CO!'ltr1ct1 for such projects with contractor(&) llcen11d pursuant to the Contractor's Ucenie Llw). · - 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and m1t11rl1ls for construction of the proposjid_property'lmprovement. D YES ONO 2. I (have/ have not) signed an application fore building permit tonhe proposed work. 3. I have contracted with the following person (firm) to provide t~-proposed construction-(Include name-/ address / phone number/ contractors license number): 4. I plan,to provide portions of th'! work, but I have hired tha following pera~n to coordinate, supervise end provide the major work (Include name/ address/ phone number / contractors license number): · 6. I will provide some of the work, but I hava contracted (hir!ldl the .following persons to provide the-work Indicated ClncltJC!e name / address / phone number / type of work): · · PROPERTY OWNER SIGNATURE ______________ __,,_________ DATE_,. ____ .,... ____ .___ rcoMPLE'i'E THIS 'SECTION .FOR NOiufEslaENTIAi.'BUILbiNG Hr™iti,,ONLY,;·;.~~~ .:f~f.'!-'.'.:';'f~~f·~~.~::t~)::~~f:r,;'l!-~~t,;,;•,"?;·t • :~,'"'. -,:,_, ':'.-1 ''?'~:?>~'"'-''' ~~:~ Is the !IPPlicant or future building occupant required to submit a business-plan, acutely hazardous materials r11gl1tratlo11 form or risk management and prevention program under Sections 25505, 25533~r 25534 of the Pr111ley-Tanned:ta~1rdous Substance Account 'Act? 0 YES O NO Is the applicant or future building occupant requlrid-to obteln-a,permit jrom the air pollution control dlstri_ct or air quality manageme_nt district? D YES O NO Is the fecility to be constructed wlttiln 1,000 f11t of the outer boundary of a school site 7 0 YES (J NO IF ANY OF THE ANSWERS ARE YES, A RNAL 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 A_IR POLLUTION CONTROL·DISTRJCT. fa ••• · CONSTRiJCTitiN t.ENi:iiNifAGEHCY :•Y"1 ::'J_'""' -~:'~'."::,;;"=-?'~'.:':F(A mr:-=.t1'ir;:~:_;-~: ~-"~'.~ ".". ~\'''.''.'.'-!"''?''.f'':\~;f~ ::"'.'."-:="' ·,~ : '?: ,,,..,a,, "'"'t'."" :7 ' ,:,· · • -• '·· • ,.-~-,: ,,-;----- 1 hereby affirm that there Is a construction lending agency for the performence of the work for which this pe-rriilt Is Issued (Sec. 3097111 Civil Code) . .... : -i-.-, -.1,·····;·:·.:, ,.,., , .. I certify that I have read the application and st11t11 that th11-11bove-lnfotmati_on is correct and that the lnform1t,on 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 Cltt 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 A.LL 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 dem_olition or construction of structures over 3 stories In height, EXPIRATION: Every permit Issued by the Building Official under th11-provisio11s of this Code 1h1II expir~ by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days fro_;n the date of.such permit or If the building or work authorized by such permit is suspended or abandoned at any time efter the work Is commenced for a period-of 1 SQ days (Section 106,4.4 Uniform Building Code). APP\ANT'S SIGNATURE -WHITE: File _YELLOW: Applicant PINK: Finance ·~--·· DATE ____________ _ SEE STRUCTURAL CALCS SCANNED - ·SEPARATELY i· r Inspection List Permit#: CB981029 Type: COM 5,700 SF BUILDING LEGO EXP. SHOW" IMAGINATON PLAN. Ck. 98-635 Date lnspecti9n Item Inspector Act Corr1ments 3/17/99 19 Final Structural RI 3/17/99 29 Final .Plumbing RI 3/17/99 39 Final Electrical RI 3/17/99 49 Final Mechanical RI 3/17/99 89 Final Combo RI 3/17/99 89 Final Combo PD · AP 3/15/99 89 Final Combo PD NR 3/12/99 19 Final Structural. RI 3/12/99 29 Final Plumbing RI 3/12/99 39 Final Electrical RI 3/12/99 49 Final Mechanical RI 3/12/99 89 Final Combo RI 3/10/99 19 Final Structural RI 3/10/99 29 Final Plumbing RI 3/10/99 39 Final Electrical RI 3/10/99 49 Fina! Mechanical RI 3/10/99 89 Final Combo RB NR 3/10/99 89 Final Combo RI 3/5/99 19 Final Structural RL 3/5/99 29 Final Plumbing RI 3/5/99 39 Final Electrical RI 3/5/99 49 Final Mechanical RI 3/5/99 89 Final Combo PD NR 3/5/99 89 Final Comoo RI 3/2/99 19 Final Structuri;tl RI 3/2/99 29 Final Plumbing RI 3/2/99 39 Final Electrical RI 3/2/99 49 Final Mechanical RI 3/2/99 89 Final Combo PD NR 3/2/99 89 Final Combo RI 2/23/99 19 Final Structural RI 2/23/99 29 Final Plumbing RI 2/23/99 39 Final Electrical RI 2/23/99 49 Final Mechanical RI 2/23/99 89 Final Combo PD NR 2/23/99 89 Final Combo RI 1/29/99 19 Final Structural RI 1/29/99 19 Final Structural RI 1/29/99 29 · Final Plumbing RI 1/29/99 29 Final Plumbing RI 1/29/99 39 Final Electrical RI 1/29/99 39 Final Electrict:il RI 1/29/99 49 Final Mechanical RI 1/29/99 49 Final Mechanical RI Thursday, March 18, 1999 Page.1 of2 r 1/29/99 89 Final Combo PD PA 1/29/99 89 Final Combo RI 1/29/99 89 Final Combo RI 1/21/99 49 Final Mechanical PD co 1/21/99 49 Final Mechanical RI- 12/30/98 11 Ftg/Foundation/Piers PD AP 11/19/98 11 Ftg/Foundation/Piers PD AP WALL STEEL AT THEATER ST 11/4/98 11 Ftg/Foundation/Piers PD AP STAIR WALL FTGS 10/27/98 14 Frame/Steel/Bolting/Weldin PD AP 10/22/98 17 Interior Lath/Drywall PD AP THEATER 10/15/98 24 Rough/Topout PD AP 10/15/98 34 Rough Electric PD AP 10/14/98 17 Interior Lath/Drywall PD PA 10/14/98 24 Rough/Topout PD PA 10/14/98 34 Rough Electric PD PA 10/7/98 17 Interior Lath/Drywall PD WC ~ 10/7/98 18 Exterior Lath/Drywall PD PA 10/6/98 18 Exterior Lath/Drywall PD NR 10/5/98 16 Insulation PD NR 10/1/98 18 Exterior Lath/Drywall PD PA 10/1/98 84 Rough Combo PD PA 9/30/98 13 Shear Panels/HD's PD NR 9/30/98 14 Frame/Steel/Bolting/Weldin PD NR 9/29/98 14 Frame/Steel/Bolting/Weldin DH AP EXT SHEATHING (EXCl;:P1 NO 9/29/98 15 Roof/Re roof DH WC 9/23/98 16 Insulation PD PA 9/16/98 11 Ftg/Foundation/Piers PD AP 8/24/98 11 Ftg/Foundation/Piers DH AP COMPLETION OF BLEACHERS- 8/19/98 11 Ftg/Foundation/Piers PD PA STAIRS 8/18/98 11 Ftg/Foundation/Piers PD NR 8/14/98 11 Ftg/Foundation/Piers PD AP 8/12/98 11 Ftg/Foimdation/Piers PD AP STAIRS 8/10/98 11 Ftg/Foundation/Piers PD PA 8/7/98 11 Ftg/Foundatiori/Pjers DH p;p SEE INSPECTION RESULT 8/7/98 11 Ftg/Foundation/Piers DH AP DTL 20 $-512 BLEACHER SL 8/6/98 11 Ftg/Foundation/Piers DH AP STAIRS WEST SIDE LINED2. 8/5/98 31 Underground/Conduit-Wirin PD AP 7/31/98 11 Ftg/Founclation/Piers PD AP BLEACHERS 7/22/98 11 Ftg/Foundation/Piers DH AP BLEACHER-SEATS REBAR(SEE 7/20/98 11 Ftg/Foundation/Piers PD PA SLAB 6/30/98 31 Underground/Conduit-Wirin PD AP 6/29/98 11 Ftg/Foundation1Piers DH AP POURED IN PLACE WALLS 6/11/98 11 Ftg/Foundation/Piers PD AP LIP WALLS 5/26/98 11 Ftg/Foundatjon/Piers PD AP 5/26/98 31 Underground/Conduit-Witin PD WC 5/22/98 11 Ftg/Foundation/Piers PD PA 5/4/98 21 Underground/Under Floor PD AP Thursday, March 18, 1999 Page2 of2 -- CIIJOI Carlsbad JAN 2 9 1999 ' · Final Building lnsaection . CITY OF CARLSBAD NGINEERING DEPARTMF. r Dept: Building ~Engin-eetlQg-:r 'Planning CMWD St Lite Fire Plan Check#: Permit#: Project Name: Address: CB981029 5,700 SF BUl!a,OING LEGO EXP. SHOW" IMAGINATON PLAN. CK. 98-635 1 LEGO DR Contact Person: JERRY Phone: 7609300099 Sewer Dist: Water Dist: Date: 1/29/99 Permit Type: COM Sub Type: Lot: .......................... _ .............................................................. , ................................................................ . Inspected ~) By: t_:::!.V- Inspected Oate Inspected: _ J. ,_:J.-:-1 i -Approved:~ Disapproved: __ bate By: _____________ -Inspected: --~--Approved: __ Disapproved: ___ _ Inspected Date By: Inspected: _____ Approv~d: _ _,__ Disapproved: __ ········································································••ii!••···············································~······························ Comments:--------------,---------,----------,----....,....-------'-- Cltv or Carlsbad · Final Building Inspection Dept: Building Engineering Planning ·CMWD St Lite Fire Plan Check#: Permit#: Project Name: Address: CB981029 5,700 SF BUILDING LEGO EXP. SHOW" IMAGINATON PLAN. CK. 98-635 1 LEGO DR Contact Person: ,JERRY Phone: 7609300099 Sewer Dist: Water Dist: Date: Permit Type: Sub Type: .Lot: 1/29/99 COM aa I I I I I I I I I I I 11111I11111 I I I 1111 I iii I II Ill Ill I I I I I I I I II II I iu II fl!I I I II I I ii_l 111 II I I 1111 I II I I I I Ill Ill I I II I I I I I I I I I I I II I II I I II I I I I I I I I I II I II I Ill I I I I II II I I II II II I I Inspected Date ~Disapproved: __ By: lnspect~d: Approved: Inspected Date By: lnspecteo: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ .............................................................. ~·····················i········································································ Comments:-------------,.------------------,------------------------- • • Chi ol, Carlsbad · . Final Building Inspection Dept: Building Engineering Planning CMWD ~ Fire Plan Check#: Date: 1 /29/99 Permit#: CB981029 Permit Type: COM Project Name: 5,700 SF BUILDING LEGO EXP. Sub Type: SHOW" IMAGINATON PLAN. CK. 98-635 Address: 1 LEGO DR Lot: Contact Person: JERRY Phone: 7609300099 Sewer Dist: Water Dist: ·······································••••!••············································································································ Inspected LuJ.--Date !l-t-~C, V----Disapproved: __ By: Inspected: Approved: Inspected bate By: Inspected:. Approved: Disapproved: __ Inspected Date By: Inspected:, Approved: Disapproved: __ ··························································~················································~················································ Comments: ---------,.--,-...,.----'---,-----,--,--------,-------------- .CIIY Of Carlsbad ~ ·; Final Building Inspection " • ..,:p.... ~ ., Dept: Building Engineering j,anr,i:f!g · CMWD St Lite Fire Plan Check#: Date: 1/29/99 Permit#: CB981029 ·Permit Type: COM Project Name: 5,700 SF BUILDING LEGO EXP. Sub Type: SHOW" IMAGINATON PLAN. CK. 98-635 Address: 1 LEGO DR Lot: Contact Person: JERRY Phone: 7609300099 Sewer Dist: Water bis!: ··································································~····························································· ........................... . Inspected --~ Date t1,,. ~ ~ · °t9 Approved: By: Inspected: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ···································~···································~········-····································~······································ Comments: --------,-----,.------------------------------ · L •"11.z!>.;J Information ~.,. eTO Build On Engineering • Consulting • Testing . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 24, 1998 REVISION #1 OUR REPORT NO.: 059-70.202-923 FIELD DATA: LOCATION OF PLACEMENT EXPEN SHOW ROOF BETWEEN C & ·B, 2 & 2. 3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % Septemb~r 17, 1998 09:40 am 5 1./2 70 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 82 ~~~~ ~;~!1~~~:i~~isv MIX DATA SUBMITTED BY September 18, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET NOJrRUCK.NO. MIX NUMBERAND PROPORTIONS CEMl;NT . WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST Rl;SlJLTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17869 A 7 09/24/98 17869 B 28 10/15/98 17869 C 28 1.0/15/98 17869 D SPECIFICATIONS 28 REMARKS: ~ Cylinders made by PSI representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 88000 6.00 113000 6.00 118000 6.00 Cylinders picked up by PSI X representative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 3110 • 28 .27 4000 28.27 4170 NELSON & SLOAN 730805 787 TYPE OF BREAK Cone Cone Cone Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Tesrresulls do not comply with ·applicable specifications. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD B~OTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THI;: ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 {4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 'l .. ,~,;, Information ~., •. To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 . PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 . REVISION #1 DATE: September 24, 1998 Ol:JR REPORT NO.: 059-70202-922 FIELD DATA: LOCATION OF PLACEMENT EXPEN SHOW ROOF BETWEEN C & B, 5 & 6 SUPPLIER DATE PLACED TIME SLUMP, IN. September 17, 1998 10 :30 am 4 DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS AIR CONTENT, % 71 CEMENT WATER AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 82 September 18, 1998 PSI\ROLAND ROOT NELSON & SLOAN FINE AGGREGATE COARSE AGGREGATE ADM)XTURE liQJ.E:.APPLICABLE ASTM STANDARDS UNLESS OTHERW)SE INPICATED·SLUl,IP:.Q1AH0a· AIR QONTENT· p23J-91b"_IEMPERATURE· 1,1064-86(93)· QArPING· Q1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17870 A 7 17870 B 28 17870 C 28 17870 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 09/24/98 88000 6.00 10/15/98 142000 6.00 10/15/98 140000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Conlracto(s representative. TECHNICIAN: ROLAND ROOT Cylinders delivered lo PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 3110 28.27 5020 28.27 4950 4000 NELSON & SLOAN 730825 787 TYPE OF BREAK Cone Cone Cone Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K.; CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TE!,TEO ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. <JE~i!~c. DISTRICT ~CE PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E •·San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l.:.·~•1 Information ~.,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAV~D CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISIOJN #1 OUR REPORT NO.: 059-70202-614 LOCATION OF PLACEMENT IMAGINATION NORTH COMPLEX EXTERIOR FOOTINS LINE A-5 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 16, 1998 08:00 am 4 61 79 May 18, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39·94 NELSON & SLOAN 004 1386 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER 16957 16957 16957 16957 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST. A 7 05/23/98 B 28 06/13/98 C 28 06/13/98 D 28 _K Cylinders made by PSI representative. Cylinders made by Architect's or Contractots representative. LOAD DIAMETER (LBS.) 74000 99000 88000 Cylinders picked up by PSI X representative. · (IN.) 6.00 6.00 6.00 .. Cylinders delivered to PSI.laboratory. AREA STRENGTH (SQ,IN.) (PSI) TYPE OF BREAK 28.27 2620 Cone 28.27 3500 Cone 28.27 3110 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PET.ERSON CONFO MS espectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.Q.K., CITY OF CARLSBAD n;:;::;,rvice Industries, Inc. DAVID J. ~ ~ .RCT THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<4 (4)F DISTRICT ~~ER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of _L INSPECTION REPORT CLIENT t m::. 0 l.,~'t::> DATE--5~-~L'-~=--~q~$ ______ _ Architect _ __,\.........,,"--"'=---------------'----- Engineer ·(V\ A-a .. :n ~ INSPECTION MAT'L: $AMPLING QTY _OSHPD __ Concrete Cylinders --·- _OSA _._Cement -- ~Specialty · __ .Mortar Samples --·- __ Mechanical __ Grc;iutSamples --__ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- ..KConcrete _. _ Fireproofing --__ Masonry __ Units.(block or brick) -- __ Struct Steel ___ Asphalt Concrete __ Prestress Cone ·-. _Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel· -- __ Waterproofing __ H.S. Bolts -·-.- __ Non-Destructive __ Tendon (PT Strands) --·- __ Soils Technician __ Other -·- __ Batch Plant __ Other -- __ Bolt Pull-Out __ bther --.. REMARKS I rY2? t~ .. :n Div c;......,;:;on iv b '"- PROJECT (Name) W-n:zo , ,l"l:N~ (Address) C-&µ"',fud:D (,'JA· REPORT NO. OS•)· 101..01,.. Building Permit No. __.:l .... e .. >_-..... 1 u.,.-.... '--'"""""1,__ ________ _ Plan File NO,-----'------------ Govt. Contract No.---,,-------------- CSA or OSHPD #------------- Other. 1 !YUl c,:,,ryt:In Qt:,;) 1;?G?tN--u~u,~-· c; tto,.u MATERIAL DESCRIPTION· INSPECTION CHECKLIST 2S._ Rinf.: Rebar ~1:-i~ -f-:;.,,-~ Q :>< Plan & Specs _ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons ~ Positions _. _ Cone.: Mix #/psi ~Sizes __ Cone.: Mix #/psi :><Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi --. Mortar Batching --. l,Jnits: Block __ Electrode Storage __ Units: Brick __ Torque Applied __ -._Steel ... __ H.S. Bolts __ Metal Decking __ EJectrodes __ Fireproofing __ . Other __ Corrective action required __ --. Corrections completed c:: ,,. sf'YbA: LL tr::S ?J · g_ $ c-;;;} \ • S::.'il--S -\ ·re l Y , ) CERTIFICATION OF COMPLIANCE:. To the. best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the-building codes, This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J)EYLE.;7c.... ? Y£D-%5>0f;:::, (Print Clearly) INSPECTOR SIGNATURE ::D>,._ _ _1-Y ·y =" 5-;:::-;;;. PSl·B-900-170(2) CERT. NO. (i6e0':1 :0 \ .... 8 'i2, DATE.....,.~5~-~~~~~:_<~,~~~--------------'-- Page_1_of_t_ INSPECTION REPORT CLIENT t-fl:zo Ln tY D DATE :'.'S· 1.., -4f> Architect_-'-'-""""'--------'-------------'- Engineer en A LT 'IY INSPECTION MAT'L SAMPLING QTY _OSHPD ___ Concrete Cylinders -- _OSA __ Cement ..K.. Specialty ___ Mortar Sc!,mples -- __ Mechanical __ Grout Samples -- __ Electrical __ 'Masonry Prisms --__ Roofing __ Masonry Block -- 2:._Concrete __ Fireproofing . __ Masonry ___ Units (block or brick) -·- __ Struct Steel --. Asphalt Concrete __ Prestress Cone ___ Roofing __ Pile Driving ___ Reinf. Steel -- __ Fireproofing __ . Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive _-_Tendon (PT Stranc;ls) -- __ Soils Technician __ Other ---- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS Sp~, 1-1 (... I N";':,P@--'.Q Q 1-..J e.o ..... c;,01...1:2ATJPN MG"TI\-o5?s PROJECT (Name)_LAT:,~a..ao;...;1..-A>v=-'-'_D......,_ ____ _ (Address) Q+\i2,,L-">:Bd:O <?!A-, REPORT NO. 0~<>1-70]..o"t. Building Permit No. _9..:,.f,..,_-.,_, c=-=,._'""9 ____ --,-_____ _ Plan File No·---'--------------- Govt. Contract No.---------------,--- OSA or OSHPD #--------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST .2s::.. Rinf.: Rebar t'.\G,15 ~ C';,2 ba 2L Plan & Specs ___ Rinf._: W.W.F. ~ Clearances ____ Rinf.: Tendons ~ Positions ~ Cone.: Mix #/psi :522 -3QQO __ Sizes __ Cone., Mix #/psi __ Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout:-Mix #/psi 2!::.. Consolidation ___ Mortar: Type/psi __ Mortar Batching · __ Units: Block __ Electrode Storage _____ Units: Brick __ Torque Applied _._Steel __ _ H.S. Bolts ___ Meta.I Decking __ Electrodes ___ Fireproofing . ___ Other __ Corrective action required __ __ Corrections completed ~CN\"ro,:1..\NI,;, ,1mre=, ;'.1J-'D'.)')t>6"!2-rtru0...G""';, (Ari-i:p.1_ffiYI" ,4 co~)) '.'5(...\..\ MS:C;;, ·, AIVD Cf\ST :res:c Si>&..lrl1t,'ll.h, . . g c..<,::>01'2-\£-~ ~u\lV':> 14µ Sf'c:Z-IC.:-1CAno,-.,· CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM;J)G'X..6)c_ V V6Tb"JLSCI~ (Prir\~arly) Q INSPECTOR SIGNATUREJ2 ... J? ~ PSl·B-900-170(2) CERT.NO. o,¼f,c,:i-e1-'P$ Page_1_of .:;)._ INSPECTION REPORT CLIENTQ,~6?..,v~do ~~OS, DATE 6-do.,-9,B Architect _____________ -----____ _ Engineer __________________ _ Contractor. ___ ....,_---------'--------,- INSPECTION MAT'L SAMPLING ~ _OSHPD i Concrete Cylinders _OSA __ Cement -- _Specialty _ Mortar Samples -- _ Mechanical __ Grout Samples -- _ Electrical __ Masonry Prisms --· _Roofing ___ Masonry Block -·- ~Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- _Struct Steel __ Asphalt Concrete _ Pre~ress Cone __ Roofing .. _Pilebriving __ Reinf. Steel -- _ Fireproofing __ . Steel _Waterproofing __ H.S. !3olts -- _ Non-Destructive __ Tendon (PT Str1'mds) -- _Soils Technician __ Other -- _ Batch Plant __ Other -- _ Bolt Pull-Out _Other -- REMARKS PROJECT (Nameh€C, oL~--.J~½k el\tuL (Address)CCJ2..ls bf.\~) (s,. 'REPORT NO. oS-9-7 04 c;)., . -~~5 Building Permit No. -°1-$,...I_O'--""';) ... ~..__ ______ _ Plan File No, ____________________ _ Govt. Contract No.-_;....------------ OSA or. OSHPD #------------- Other-------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar .-Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _. Positions $ Cone.: Mix #,tpai 5'o..°': _Sizes .X-Conc.:~/psi3QO-O _._ Laps _ Cone.: Mix #/psi _ Future Continuity #/psi -. Grout: Mix #/psi . _. . Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage ___ Units: Brick _._Torque Applied _Steel _H.S. Bolts _ Metal Decking -.-Electrodes _._ Fireproofing _._Other _ Corrective action required __ , _ Corrections completed · I \":'b'\,,) \\'6.ll,__~ Cc:.,-.,)Cj..4-\ C. ~L~c.a Y:!'bfil . .;r-~t.c,;, N ~ ()y -€,S.~p.je:.~ce..e, Sh(;> ..... CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, -unless-otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not-constitute engineering opin- ion or project control. INSPECTOR NAMEKo¼~ F, Qp:c;r::5':-CERT. NO·--------'--------- (Print Clearly) INSPECTOR SIGNATURF\<~ F. g~ DATE .?""". ~7-°tB PSl·B·S00-170(2) Inspection Date Prof.essional $ervice Industries, Inc. American. Engineering Division INSPECTION REPORT Inspector's Name~~:2::::::::'.E~.!...:....~~C...::::~:::i_ _ _:_ ____ _ PSI B-900-171 Page~ of d-- TESTED FOR: DATE: REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008. PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 April 21, 1998 OUR REPORT NO.: 059-70202-482 .. ·----·-======-:====::::::::=::::::::============================= FIELD DATA: LOCATION OF PLACEMENT IMAGINATION PUBLIC TOILETS FOOTNGS PERMIT# 98-626. DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY April 10, 1998 08:00 am 4 56 70 AprU 13, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER bl;LIV!:;RY TICKET NO.ffRUCK NO. M!X NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS} DATE OF TEST ASTMC39-94 TOTAL LOAD (LBS:} CYLINDER CYLINDER COMPRESSIVE DIAMETER AREA STRENGTH (IN.} (SQ,IN.} (PSI) NELSON & SLOAN 1386 TYPE OF BREAK -· ·-----+------1----1-----~--+------1------+-----+-----l------------l 16757 16757 16757 16757 A B C In I I I i I 7 28 28 04/17/98 74000 6.00 28.27 2620 Cone 05/08/98 101500 6.00 2:9 .27 3590 Cone 05/08/98 99000 6.00 28.27 3500 Cone I : I . -.... -------------· 1-·--+---------'------.,__-----"-'-----t------+------ : SPECIFICATIONS ' ' i 28 l • ··-·----------'----L--------------~-------'--ff----'-~~-¼-~-H--~..U-~-=-:c .... r REMARKS: X Cylinders made by PSI represenlative. Cylinders made by Architect's or Contractor's representalive. Cylinders picked up by PSI )t represent;:,tive. Cylinders delivered to PSI laboratory. X Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PE+ERSON Respectfully submitted, s Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K.; CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200,4 (4)F ~"' '· ;12~ DAVID J YAN, RCF/ DISTRI MANAGER I/ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRE;SSION iEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 26, 1998 OUR REPORT NO.: 059-70202-615 FIELD DATA: LOCATION OF PLACEMENT IMAGINAITON NORTH COPLEX EXTERIOR FOOTINGS LINE K-5 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. May 16, 1998 08:00 am 4 1/2 AIR CONTENT, % - - - AIR TEMPERATURE, °F 63 CONCRETETEMPERATURE, °F 78 DATE RECEIVED IN LAB May 18, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLiER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATl;R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL: CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS,) (IN.) (SQ.IN.) (PSI) 16956 A 7 05/23/98 75000 6.00 . 28.~7 2650 16956 B 28 06/13/98 16956 C 28 06/13/98 16956 D SPECIFICATIONS 28 3000 NELSON & SLOAN 009 1386 TYPE OF BREAK. Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representatjve. Test results comply with applicable specifications. Cylinders made by Architect's or _ Contracto(s representa_tive. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD'BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL ,SERVICE INDUSTRIES, INC. PSI A,200-4 (4)F Respectfully submitted, i!f!!(i~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite ·E • San Diego, CA 92121 • Phone 619/455:0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID ~ATTLE LEGOLAND ESTA+ES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD,. CA, 92008 DATE: May 26, 1998 OUR REPORT NO.: 059-70202-614 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION NORTH COMPLEX EXTERIOR FOOTINS LINE A-5 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 16, 1998 08:00 am 4 61 79 May 18, 1998 PS~\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKETNO./fRUCK NO. MIX NUMBER AND PROPORTIONS ,CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJE:..Aeei.ii;A6J.E.ASIMMAf!QARQS,lllil.E.SS OTHERWISrutlQLCAifD;J,J.l.JMP· CH3-90a: Afl'lCQNTENT· C231-91b· TEMPERATURE· CJ064-88(93)' CAPPING· C1231· SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO, (DAYS) 16957 A 7 16957 B 28 16957 C 28 16957 D SPECIFICATIONS 28 COMPRESSIQN TEST 'RES!JLTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS,) (IN,) 05/23/98 74000 6.00 06/13/98 06/13/98 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2620 300,0 NELSON & SLOAN 004 1386 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI .K_ representative·. Test results comply with applicable specifications. Cylinders made by Architect's or Conlractots representative: Test results do not comply with _ Cylinders delivered to PSI laboratory . · applicable specifications. . ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K •. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF·THE ENTIRE CDNCRETE PLACEMENT. REPORTS MAY NOT 6E REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfl!lly submitted, cj;;]_I Service Industries, Inc. . DAVID J. k:.!. CE DISTRICT MANAG R Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J Information •-®To Build On Engineering • Consutti,:,g • Testing Page_1_of _i INSPECTION REPORT PROJECT (Name) /eGdlJ:n,, cL · CLIENT_~/_ ....... e____.G,.......,( __ J __ _ DATE _ _,/-6._-_,S-=--~jl-J'f.___ Architect __ +-;(--+--...... O~J...,,,r'==----,------- Engineer __ _,cY}~_,__~~-/f/~---~-~--------. Contractor. ____ 3~·..__.3--=='--~~--------~ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement -- __ specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ .Masonry Prisms --. __ Roofing __ Masonry Block -- _concrete __ Fireproofing -- _Masonry __ Units (block or brick) --..JO. Struct Steel __ Asphalt Concrete -- __ Prestress Cone --. Roofing __ Pile Driving __ Reinf. Steel -·-- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other --·- __ Bolt Pull-Out __ Other -- (Address) ·=A LM:-&i5m_") Lt! REPORT NQ, __ 7i_o ___ z_o_,_-_A_~'-->',z __ Building Permit No. ___ £:l~1S...___,l'-"O:;._~..;;c_S4-___ _ Plan File No, ________________ _ Govt. Contract No.----,.------------- OSAor OSHPD #------------- Other ~. b.lZ~c,;e< S ker1-t.J . t;.AI . MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ~ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _pizes _. _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi -.-Grout: Mix #/psi _ Consolidation _._ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage .-Units: Brick . _»_ Steel ~ 4-Sb:o fs _ Torque Applied _H.S. Bolts _ Metal Decking .J.rz._ Electrodes&" 7'C'i.-~ _ Fireproofing ~ Other~~~ 8:~i-'2 _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. q'?Jo3 5~:$-3SJ CERT. NO. ___ _......_~_;_,_:~ ______ __,_ ___ _ DATE __ _,fl~~.,c_-=.-f;"=----Gj..:......;?=------- ' ,-, "'FROM , 07,31,199'8 11:02 p. 1 ·-..,1 -'-.,I .,' .... .....,_.,:,._. IR ,,, Enmmiental ., Oeoteohnlcal Page..LoLi ~ Construction Coneultlng • Mnglneorlng • To•tl~g INSPECTION REPORT CLIENT Legoland Estate, Inc; DATE July 31, 1998 Archltect. _____ _,,_ ______ ""'--'-------- Englneer~----------------- Contractor. __________________ _ INSPECTION MAT'LSAMPUNG QTY· _osHPO .. _ Concre1e Qyllnders --OSA _cemenl I_ -_speolalty _Mortar Samplea -_ Meohanlcal _ Grout S1mpl1ta --Eleotrleal _ MHonry Prlema -...:_Roofing ___ Maaonry Block -_conorete __ _ Fireproofing -Muonry _ Units (block or brick) --A Slruct Sl&el _Asphalt Concrete -.:-_ Prestress Cone _Roofing -_PIie Driving ___ Relrif. Steel --_ f=lreprooflng _Steel -_ Waterproofing _H,S,Bolla ----_Non-Destruollve _ Tendon (PT Strands) --Solle Technician _Other --Batch Plant _Other --Bolt Pull-Out __ Other ----- REMARKS -PROJECT (Name) Lego land Theme Park (Address)___.H.;..;i d;;,.d .... e ... n ...;V.,..a.;..,11 .... e;&.,y....;R...,;d.;..;. .... -· _ Carlsbad. CA REPORT NO. p.5{-]D:-?Q?.-80LQ Building Permit No. _____________ _ -Plan File No, _____________________ _ Govt Contract·No. _____________ _ OSAorOSHPD#------------ Other ___ -------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ...._ Rini,: Rebar _ Plan & Speos _ Rlnf.: W.W,F, _ Ctearanoea _ Rlnf.: Tendon, _ Poelllona - ___ Cone.: Mix #/pal _size, .:...._ Cone.: Mix #/psi -_Lapa _ cone.: Mix #/pal _ Future Contlnully II/psi _ Grout: Mix #/psi _ Conaolldatlon ____ Mortar: Type/psi _ Mona, Batching _ Units: Block _ Electroda Storage T Units: Brick _ Torque Appll,d _Steel -~H.S.Boll& _ Metal Decking _ Eleclrodea _ Fireproofing _Other _ Corcecuve aoUon required_ _ Corroctlona compl&led Met with Dan of PSI. and Michael o_f ~teel Supplier at ~;30 ·A,M. at Experience Show bu11d1ng Ibe foJ1ow1og items were-1ospec±ed· l. Brace frames location & member sizes. 2. Field welds & gusset plates. Findings: One beam needs prime .. Added stiffeners need prime. One roof beam isn't 1n place yet. Next 1nspect1on items: Catwalk framing CERTIPIOATION OF COMPLIANCE: To the beat ol our knowledge, ail ol the reported work, unless otherwlu noted, substanllall}' compllea with approved plan;, apeollloaUons and applicable sections of the 'building codes. Thi&' rep!'.)rt oovert1 the. loeatlona of lhe work lnspecled only and don not conetflute engineering opln· Ion or project oontrol. · INSPECTOR NAME-W ............ !lfrllL~.k.---.' ......... 0>--..... -.(-llk._§ __ S·B. ),I/?' CERT. NO,_,l,,_"--~-~~-"-'-.a..,._ _________ _ I ,. JUL 31 '98 12:11 PAGE.01 • .,.~. C •"•c~'f•C;• • ·"• • .. :'. , • z. · .. ' C ' iii, Eilrii~l Page_1_of _L ·a,g• .. (J,9t~chn_1c_al .. .,.,,. · . Construction Consulting •·Engineering • Testing INSPECTION REPORT I CLIENT-L""'--< e~/~6;;,..._ ___ _ DATE __ 7..__-"""""'f..-0._-___,;,~_;;;;'6 __ PROJECT (Name) lc7 0 / /1:rY! d · (Address) . n Gtdsak+b , ~ Architect __ __,__H_._-=O~K..___ _ ___, __ ,--____ _ Engineer _ _,_W/4;..........,...._H..........,=T!..._1-'-"A.J"'-. -,-<:::/:...L-_._(Yz....;_u'JH':..:.....,__.,,·_i<....L..>.>,.u.C...· -----'- Contractor. ___ }?...._~B--...,.L--------,----- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION· ~PECTION CHECKLIST _QSHPD -_Concrete Cylinders -·-__ _ Rinf.: Rebar _ Plan & Specs _OSA _. Cement --_ Rinf.: W.W.F. _ Clearances _Specialty _ Mortar Samples --_. Rinf.: Tendons ~Positions _Mechanical _ Grout Samples --_ Cone;: Mix #/psi ~Sizes _Electrical _. Masonry Prisms --_ Cone.: Mix #/psi _Laps _Roofing _ Masonry Block _ Cone.: Mix #/psi . _ Future Continuity #/psi _concrete _ Fireproofing --_ Grout: Mix #/psi _. Consolidation _Masonry _ Units (block or brick) --_. Mortar: Type/psi __ Mortar Batching v Struct Steel _. Asphalt Concrete --_ Units: Block · ~lectrode Storage _ Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _ Pile Driving __ Reinf. Steel --,v Steel Jlp7-_IVI As00 R _ Fireproofing _Steel --_. _ H.S. Bolts _Waterproofing _H.S.Bolts _ Metal Decking . _ Non-Destructive _Tendon (PT Strands) --~Electrodes P-tt,JC~ .>ellle•, _Soils Technician _Other --_ Fireproofing . . _ Batch Plant _ Other .../ OtherAs~ lA-jf.a _ Corrective action required __ _Bolt Pull-Out _Other --_ Corrections completed REMARKS · Vi·., v. ""'Ila I nSp '{ tel +k _Q lle:f (,j ,JL '25 ...,£' ~ $ 7 ~ , .. CERTIFICATION OF COMPLIANCE: To tl")e best ofour knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of-the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME b *°"' 1< ~411 INSPECTORSIGNATUR~a,~ PSl·B-900-170(2) Jff. tf6 _ __..q-=g-~7:.......:;o:......,5~r _<<-=<:J):C...-.J:_3____;;;~_-; __ _ DATE-,,,.,-,..,...,--'-7_-_3::..::D::....._,_--'-:Ja~------- Page_1_of J_ INSPECTION REPORT PROJECT (Name)----4L....-.e"'--/-+-=-o--'-/4_~__;;_...;::L=.· -- (Address) _ ___,=----,---------,.,q_ CLIENT ____ l_<:_,+--=6 __ - DATE __ 7_-_z._9-'----9'-i9""'"'. ·- Architect __ -H _____ o~~-L-. ------:----'------"---- Engineer __ ,tn~~,,q,,g----=L ...... ' =· "'-·---r_.__"'-m--'=~-'-·--. -=-i.:..>(_..,<""""·) __ Contractor ___ ]s.....,_..__]3-',:;r~C-=-------"----- INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA _._.Cement --__ specialty __ Mortar Samples. -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block --__ concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- -4truct Steel --. Asph~lt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel --__ waterproofing _._ H.S. Bolts -- __ Non-Destructive . ·_. _Tendon (PT Strands) __ Soils Technician __ Qther __ Batch Plant __ Other -·- __ Bolt Pull-Out __ Other -- REMARKS Gil-t:Rltb . .~ . J REPORT NO. __ . -'-7-=6'-'-l._0~&::c...,,---.....,..Z:'-#-1 ..... I - Building Permit No. ----,---·_,_C/__,'i',.__~C =O....::'Z.=--_,_9_· __ _ Plan File No·------'------'--------- Govt. Contract No.---'--~---------- OSA orpst,PD # . -"±. · Other ~r$1,e Tf!'.IA<Jlrtt>far;;; &p,-RJ01Ce~· MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar. v"'Plan & Specs. -. _ Rinf.: W.W.F. _._ Clearances v'Positions ' _ Rinf.: Tendons ! -. _ Cone.: Mix #/psi ~izes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _. _ Units: Block _ Electrode Storage i l _ Units: Brick Torque Applied . I · /steel .l'k7M') . A. x r . :-., -_H.S.Bolts _ Metal Decking__ i ....:1L"Electrodes (::; 2G?XX . l i _. Fireproofing . ! / Other Af"}jh7 Jt1~~ _ Corrective action required __ _ Corrections completed -7x7 e CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reporte9 work, unlessotherwise noted, substantially complies with approved plans, specifications and applicable sections ofthe building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTORNAME ~ ~J4-,,.-,.~ (P~a'7 :~,~~~~RSIGNATUR~ J;(.J?o n-# CERT. No.___,_5:-~~'c..a:::Ci::.-3L.-,_1_SL:1~~3~'57~------ oATE__,..,--_,_7_-_;;;2_7'_,__-_7.:..::ao:<-. ______ _ .·· ... Page_1_of _l_ INSPECTION REPORT cuENr_ ... L...,,~::;;_.., =Gz ...... o.,.c.__---'-____, DATE __ 'fi:_-_3_-_.9__,,g' __ _ Architect ___ -=-H ___ Q ___ ~~=----,--.,.......,,._----,-__ _ Engineer_.,_t(}~,t:.:...,;i/r=-'--"-~--'--,-'Y.._--.....,_,__/}1,:..L,;.J~~-c.=c-~---______ _ Contractor. ____ 73,_,_.,,,__.._i3...,.._....,C .... -_<.___ ____ --'-______ -'-- INSPECTION MAT'L SAMPLING °t _QSHPD _){_ Concrete Cylinders _OSA _Cement . . _Specialty __ Mortar Samples -- _ Mechanical -. Grout Samples _ Electrical ____ Masonry Prisms _Roofing _ Masonry Block -- ~Concrete __ Fireproofing -- _Masonry _ Units (block or brick) -- _struct Steel ___ Asphalt Concrete _ Prestress Cone _Roofing -- _Pile Driving _Reinf. Steel -- _ Fireproofing _Steel -- _waterproofing _H.S.Bolts -- _ Non-Destructive _. Tendon (PT Strands) -·- _$oils Technician _Other -- _ Batch Plant _ Other .. -- _Bolt Pull-Out -_Other -- PROJECT (Ntime) h?yo l1t.n d (Address)_'7"'1'---:-------L~TL/s Bt4D ,a. . , REPORT N0. ___ '7__.,,.D,__2-...-0._.7 ___ _ Building Permh No. ___ _,_q_,-z::;..._--;.../-=0=---2,~5-__ _ Plan File No . .,... _______________ _ Govt. Contract No.-----~---~----- OSAor ~Pb# · Other Ckpe.21-e;J(@ MATERIAL DESCRl~N ~SPECTIQN CHECKLIST __J:L Rinf.: Rebar EfW/ _ t.f' __:__ ,.),'.Ian & Specs _ Rinf.: w.w:F. _ Clearances _ Rinf.: Tendons 9.osltions . ../ Cone.: Mix #/p~i l~<l¥Jot:50 _Sizes. _ Cone.: Mix#/psi . /Laps _ Cone.:. Mix #/psi ~uture Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi . -. Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick . _ Torque Applied _Steel _H.S.Bolts _ Metal-Decking _ Electrode~ _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unles~ otherwise,noted, substantially complies wit~ approved pl9:ns, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and ·does not constitute engineering opin- ion or project control. · INSPECTOR NAME .~ frtt-s/ INSPECTORSIGNATUR~ ~ PSl-8-900-170(2) · CERT. No._·.::::::.3-=='S~~:__.~i....s..-~S.,L..l])'L-=t/___.3"--'5:~,,__/ __ DATE;____,_____,~.__-_.;..J_----'7,.._<l ________ _ 111.ill}~ltt:!J~: --.--·-,._-·..;......· ~-----~----:..--'--~-···.;..;:..·, -----'-----=---.;..._-:....;.__P_ag-,.e ..;._1 -of _ _}__ r- Engineerlng. • Consulting • Testing INSPECTION. REPORT CLIENT_-=-l_e.-"17._o ___ _ DATE __ g~--'-f_--~--- Architect __ _,_H_,_-_O=--=l{_c.....----"-----'------- Engineer _ _._W]__._.._.14X--""J,""""~JJ=-· ·_· -~..___,_rf}_;__;..L...114-R.......___-L,._._-..,,.0~-_ Contractor. __ ]3_.,.,J .,__6=·-c__--" _ _____a.. ____ _ INSPECTION MAT'L SAMPLING-QTY _QSHPD __ Concrete Cylinders -- _QSA __ Cement -- __ Specialty ___ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ . Masonry Prisms __ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) _L.struct Steel __ Asphalt Concrete --. __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel --- __ Waterproofing __ H.S. Bolts ---- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- PROJECT(Name) !.r,,o&.-nd (Address) ,--_ _ L~/<GBftt> . a. . I REPORT NO. 7 6 2b 2., Building Permit No. qz --/0 Z 9 Plan File NO,------------,----- Govt. Contract No.--------------- OSA-or OSHPD #-..... ,,----------,-------'-,r---- Other C)C/Je.t:../en.(!r:::,_ ,~ MATERIAL DESCRIPTION INSPECTION CHECKLIST .-Rinf.: Rebar / Plan & Specs _._ Rinf.: W.W.F. _ Clearances __ Ri11f.: Tendons _ Positions ._ Cone.: Mix #/psi <'""' Sizes _ Cone.: Mix #/psi · _Laps _ Col)c.: Mix #/psi. _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ·_ Mortar: Type/psi _ Mortar Batchinn _ Units: Block / Electrode Storage _ Units: Brick _ Torque Applied ..,K_ Steel MT'/¥\ ft-S?JQ ~ _H.S.Bolts _ Metal Deckina ..lsL Electrodes /-:.'7,t:,,,,rk' c,_;~,-- _ Fireproofing . . ~ Other fl'S'Z'm lt--3 C:i. _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knqwfedge, all of the rl:lported work, unless-otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the·locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. No.-..L..9-=?:.,__7=--=o:...=3::._______,,s~v==--Rl_-y...:c:..~-<-1 __ _ DATE..,.,,._.....__!!:.,?_~_..t:'-/'---W~----- PSI-B-900-170(2) _, _ .. _ ·!;,. Page_1_of_l INSPECTION REPORT CLIENT __ /_ __ e_~r-·_o----'-----PROJECT (Name) / '70. /4-.-d DATE ___ g,___-_S:_-_'7.:-7_.,...____ Architect ___ ___.._.ll...___.0:c-..,i:'-------'-------- (Address) ~ Cn--fsBJ!l-p, (A. I . REPORT N0. _ ___,7.__{j~Z-..._6-:Z--=--------- Building Permit No.~-__ 9:2_,_,_"-----'--'-l_,,C"-'l,_5'._.__ ____ _ Engineer_--'tyl,'---''--=-',nZ_~7Z'---"-/_..;..,c,,)_. _Cf--=-· --'a'----'--".L..1..--L!g_....,h:'-'-. --=..U:;:;.... 1 __ Plan FileNo. _______________ _ Govt. Contract No. ______________ _ Contractor. __ ___._?,'-----"6"---G ___ __; ____ -'---_ OSA-or OSHPD #-,..,-.,--'--· ---'-· ---""n-------- Other _Exp, 'ilte11~e ~h~ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete-Cylinders --_ Binf.: Rebar ~lan&Specs __ OSA · _-_Cement ----Rinf.: W:W.F. _ Clearances __ Specialty __ Mortar Samples --_ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples _. Cone.: Mi1< #/psi ~ Sizes __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi ___ Laps __ Roofing __ Masonry Block --__ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --·-__ Grout: Mix #/psi __ _ Consolidation - __ Masonry ____ --Units (blc;>ck or brick) --·-___ Mortar: Type/psi _ Mortar Batching -6ruct Steel __ Asphalt Concrete --_ Units: Block ~ Electrode Storage __ Prestress Cone -__ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel ----fl!" Steel Jff'JA?,, 11-~ __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --_ Metal Decking . __ Non-Destructive _._Tendon (PT Strands) ..,,,,.-, Electrodes~iJX}( __ Soils Technician __ Other --_ Fireproofing · __ Batch Plant __ . Other ----_Other _ Corrective action required __ __ Bolt Pull-Out __ Other --.-Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of.the reported work, unless otherwise noted, substantially complies with approved·plans specifications and applicable sections of the-buiiding codes. This report covers :the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME n l'\1,-, ~¥hM,~ J__ ~~~ ~ INSPECTORSIGNATUP•~ _{lk_,C,,.,,f-. PSI-B-900-170(2) CERT. NO:_C\:+-'53 ___ ]..,__,.{)=],_,_._ ______q'-"'p ___ #-a.3---.s:l.c.-rJ __ DATE:.,.., __ ____!)C_-_s'=---------- Page_1_of J_ INSPECTION RePORT CLIENT_,,:;;;;;k'---"G'"'(,_,) ___ _ DATE-~.:S::--..... 1/~--j ..... °1 ___ _ Architect __ -+f=---+-) ....,.0""'-+f(',.___,----'-_____ -----'---'- Engineer __ VYl.__,___.~A-a---....-±t~~=----I-_ _.__Nl-'--· ...... '!\::£-~~=-<-..;...l~--'---- Contractor._(3-==--E2A2--=="-"APL.=-:_J=._:=i3 ___ . c..i:.W=:,,,. ..... ·D,......._ __ --'-_'- INSPECTION MAT'L SAMPLiNG QTY _OSHPD __ Concrete Cylinders --·- _OSA __ Cement __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical _ _._ Masonry Prisms _Roofing __ Masonry Block -- __ Concrete __ Fireproofing _Masonry _. _-Units (block or brick) ~Struct Steel -. _Asph~lt Concrete -- __ Prestress Cone __ Hoofing. __ Pile Driving _. _ Reinf. Steel -- __ Fireproofing -. _._Steel -- __ Waterproofing _._H.S. Bolts --·- __ Non-Destructive ___ . _Tendon (PT Strands) --· __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out _. _Other -- REMARKS PROJECT (Name)_L_e.....;:(e.0;;__/1,_;.~..a...-"'--=J=------ (Address) _______ __,....-- G,.J:;,'r> A--t"') , Ch, . , REPORT N0. ___ 7--1,..J,,O.e-Z..""""'O'--CZ ....... ..__ ___ _ Building Permit No._--'-~--'-/.,_...&1_-_./,&.JCCZ_.3~----- Plan File No,-~-------------- Govt. Contr~ct No.------'---------- OSAor OSHPD # · ;:t:::: Other T h'l~.r~A-Jt~ - MATERiALDESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar / Plan & Specs ·-Rinf.: W.W.F. _ Clearances ·--_ Rinf.: Tendons _ Positions _ Conc.:Mix #/psi _Sizes _ Cone.: Mix #/psi __ Laps _ Cone.: Mix #/psi _ Future Continuity #/psi -.-Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block . _ Electrode Storage _ Unitl;l: Brick ,,/ St~el ~ l't?:! A s:z:n, -~ -. Torque Applied _. _ H.S. Bolts _. Metal Decking -"' Electrodes /ft,.?$ ?2c;~Jt,_ -. -. . Fireproofing -~ Other ttf-s'(nz. ~.3~· _. Corrective action required __ _ Corrections completed . U1$~~H? lb;r~e:(;1. ±ke +:)J:t± -f:. srol42-,Q 912ocsv:i: 1+:')c:\J,~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building <::odes. This report-covers the locations of the work.inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME v~ :-2~~ j. INSPECTORSIGNATUR~~ h- ps1-s-soo-170(2)t -=#=- CERT.NO. I'-B~ ,~1cs DATE,.,,..,.._--5""----)\_-_i_,_~=----------- Page_1_of J_ INSPECTION REPORT CLIENT '-lfl.?O tA:&:l? DATE ~\S---9 ,e Architect__,HOu.x..-lL _____ _,;._--'---,...-'--------;.....,.. Engineer 0114(2...D 1,,::, INSPECTION MAT'LSAMPLING QTY __ OSHPD · __ Concrete Cylinders -- _QSA __ Cement ~Specialty __ Mortar Sampl1:1s -- __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms ·-·-·- __ Roofing __ Masonry Block -- xconcrete · __ . Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ . Asphalt Concrete --· __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing -.-H.S. Bolts . . __ Non-Destructive . __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _._Other -- __ Bolt Pull-Out __ Other -- REMARKS a:r ::ntG , oo A:h1""' ;+no,._; PROJECT (Name) t& o k"ltvi) (Address) CA44 ~, ~AC CAI. -SO(: REPO.RT NO. 0$9~7o"tro~ _ ./ ~ Building Permit No. _9"-a.=--..c::~:...:::-z.;=--:,'----------- Plan File No·----------------- Govt. _Contract No.---------------- OSA or OSHPD #~:----'--------------- Other llVl tte,JIVJf1iO/'-? NC?L-TH MATERIAL OESCRIPTION INSPECTION CHECKLIST ...k.. Rinf.:'Rebar ~"2iS-; ~-r:-,Q ~ Plan & Specs ___ Rinf.: W.W.F. >-Clearances . __ Rinf.: Tendons '>: Positions __ Cone.:: Mix #/psi ~ Sizes --. Cone.: Mix #/psi >--Laps ·_. ___ Cone.: Mix #/psi _ Future Continuity #/psi __ . Grout: Mix #/psi _ Consolidation . __ Morti;ir: Type/psi _ Mortar Batching __ . _ Units: Block _ Electrode Stora~e -. _._ Units: Brick : -.-Torque Applied _. Steel. ._ H.S. Bolts _._ Metal Decking __ Electrodes ___ Fireproofing _._Other _ Corrective action required __ _ Corrections completed 5 i::tlfl-0:"S • 5-1--1 Q 14 J '5 :SI O -J?:n,.,, -1 0 J \C\ .l <'l 7-) , Y (2..l 0(2... <?<;-. CERTIFICATION OF COMPLIANCE: To the best of ourkn6wledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~e::>'.l,.E;QL-Y Yt;"'TID~.:>t-> ~""'""'""~ INSPECTORSIGNATURE=Y. J:? :?~ PSl·B-900-170(2) Page_1_of_ · INSPECTION REPORT PROJECT (Name) LA;;rl.;, o ~ (Address) ~""~e::ia:0 ~. DATE 5 -I '2-i ,e, REPORT NO. osc:1· :zc2 Ql -Sf 1/1 Architect Li.nl/ Building Permit No. j:8-f.2Z.' Plan File No. Engineer ,:'.!:1 ~ ll. . .'i-r ,-J Govt. Contract No. OSA or OSHPD #' Contractor. '?-:, k<:'ILAi,A-f~.;t::,:::, ~ t'Lt"'tTJ:tts:¼...S:, ,: . Other l M.t1.,_,,,,,v,14rz. Q ,v. ,,,v otL-rtf.. ca.l:t!:1. e. £.G:)t::. INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD ~ Concrete Cylinders Jj_ · x-flint.: Rebar ~~,~--~·')..~ u )< Plan & Specs _OSA __ Cement --__ Rinf.: W.W.F: ...k. Clearances ~ Specialty __ Mortar Samples --__ Rinf.:-Tendons ~ Positions __ Mechanical . __ Grout Samples --·-~ Cone.: Mix .#/psi P.,fi!Q • '3a.,O _Sizes __ Electrical __ Masonry Prisms ·-·-Cone.: Mix #/psi _Laps __ Roofing , __ Masonry l:31ock --__ Cone.: Mix #/psi _. _ Future Continuity #/psi ~Concrete __ Fireproofing --__ Grout: Mix #/psi >-Consolidation __ Masonry __ Units (block or brick) --__ Mortar: type/psi _. Mortar Batchinn .. __ Struct Steel __ Asphalt Concrete --·-__ Units: Block _._ Electrode Storage __ Prestress Cone __ Roofing --__ . ·Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel --_H.S. Bolts __ Waterproofing __ H.S. Bolts --__ Metal Decklng __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes __ Soils Technician __ Other ---. _ Fireproofing __ Batch Plant __ Other --__ Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS "'SJ:>e::t,...1 At,... I f'-J <;p £:'R'O O tY 1,>)LO '-' l ~ <r:t> r::Qt'L. r:tw,· S> LA c, (;:{\:y\ c-,,a.,., :r:: Cy-:<M:Ticura&- -<.-1:CD (' ,Q t:-,JLJ'l.-.W:nc l-ls::C -rt-\(£ \61 A <ol Nl4:J:1 ~1-...:) NO @-.."TY\ C,o~ t:> l ,n< c:r:,c :r:c-m,., a 11 f:ot'.Yi.l ~3.o5 -e..-.,'2-, l:> (, I N-J::!7!, -A--T:P \C::. -\ t:9 -, 1 v<:ru-: x'l. A l':-6:-s 'H (-,:XX::,:: -5-Z.l C-A, C.C, ,yTr2--t4c,..~ '? l d:<--H:t:> C .o N<'.4--t:::::t:l:!:" t'YJ \ )C # ,:;.'2;,<o --"?oqo 'r's,. yq., v2--Ql-¥,.. N!¼'!--Sor-? s, QA-N )"'\,\\ ... a, EPPTit-!S;>''? ,.,;,i O 't3::D".> ,. 0 ~ 5 <..:;:o....ut-n? J n-1 a 6-.J ,:no:&<;;,""°'O) ., .Y'"t? m ,-c--rD COJY c.,:.:. L::UX:: 't>u(h'11'Js;;, ~L&( c....yia (7"N r. :J:400 $<:O:;S Qt-,----ou., £~) e,sp µ S,.\?,..t,;l"l7 :r C.ow,\;>@.tj5>S.) vc,"f . $1:!Lis,-:YYC~ ·n·+ T:b':5?:C -$'eb::C l&J. <:,~,;;. lA?b'Vl..-6 C\-!ts-:t: t>u<?-:1N:k ? ~ ~l6VVI ,~ I: fl:} ~ ~c.:>-.-L\L .-?~ e~~C:, ~· Si::~5. C t::, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations ofthe work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ :'il:::1'5J ~ =? °'P ~s..~ t~ CERT. NO. o ~flQ:i B \-Bf'-- ~rintClearty) · INSPECTORSIGNATUR•:V-3 *=? DATE; .. ~-\1.:,-5~ ' -:-~.- PSI-B-900-170(2) . . Page_1_of_ INSPECTION REPORT CLIENT Letoo LA,yl:> DATE '.$-,5-SB Architect_ .... 1:t:~o~\L=----~--------""'--------- Engineer m f'\:il..n h,:) INSPECTION MAT'LSAMPLING QTY _QSHPD __ Concrete Cylinders -- _OSA __ Cement JLSpecialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block --__ Concrete ___ Fireproofing __ Masonry -:-Units (block or brick) --__ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing __ . H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) --· __ Soils Technician __ Other __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other --· REMARKS S: ·IM ~IDt.1~\Nt.:: PROJECT (Name) t..etpq LrbYS:, (Address) &e\-4S?Jt:H> CJ-4 • REPORT NO. oss ·:Zn'.l--C:J.. -Z:o8.]3 Building Permit No. _.'l~~--_., .... o..,L,,.,.S,__ ________ -- Plan File No, _______________ _ · Govt. Contract No.---'----------------- OSA or OSHPD #------------- MATERIAL 0ESCRIPTION INSPECTION CHECKLIST · x Rinf.: Rebar A~\ 5-~Lk!~ ~ Plan & Specs ___ · Rinf.: W.W.F. -CClearances . __ . Rinf.: Ten.dons >-Positions. I I __ Cone.: Mix #/psi ......;2:.,Sizes __ Cone.: Mix #/psi Y Laps ___ · _ Coric.: Mix #/psi . _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching ! l ___ Units: Block Electrode Storage ___ Units: Brick _ Torque Applied __ Steel I _H.S.Bolts i ____ Metal Decking I __ Electrodes ! __ Fireproofing. l j · ___ Other _ Corrective action required __ ! _ Corrections completed / CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections-of the building code"s. This report covers the locations of the w9rk inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME Dtm-157'-? Yc5iJ?"'K-SOt0 _ - (Print Clearly) INSPECTOR SIGNATURE 1)-oA J \' & PSl·B-900-170(2) CERT. NO. oeeoc, f> 1 -8-13 DATE . ..;.._-\ '1 • .:, "6 . , Page_1_of_ · INSPECTION REPORT CLIENT LG:t,oo Lt1rv'D Architect_.i:=o<.!.:\L..=------'------""---',--,---------- Engineer M es,,:z...."TI "' INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders --- _OSA __ Cement -- 2$:_Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical · __ Masonry Prisms --.· __ Roofing ___ Masonry B)ock · __ Concrete __ Fireproofing --__ Masonry -___ Units (block or brick) --__ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone --. _ Roofing --- __ Pile Driving _____ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician . __ Other ----__ Batch Plant __ Other --- __ Bolt Pull-Out __ Other REMARKS , AP TI? PROJECT (Name) Ll;lpo Ltt&'D (Address) fAvU.~2~,'l'\: C C:-4, REPORT NO. o".;,".1 • :J qz 02 -wo .. Building Permit No.--,-------------- Plan FileN0,------'------'---------- Govt. Contract No. ---,--------------- CSA or OSHPD:#----------'-------- Other 1 O:tf\p1 N v'I n o ,._, <Dee IDL, ,.....,._,, G :s t:<t·o w . - MATE;RIAL DESCRIPTION INSPECTION CHECKLIST )C" Rinf.: Rebar t)b\5-~v'2. ~o ~ Plan & Specs -Rinf.; w.W.F. ~ Clearances ___ Rinf:: Tendons ~ Positions __ Cone,: Mix #/psi : _Sizes __ Cone.: Mix_ #/psi X Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation · ___ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage. ___ Units: Brick _ Torque Applied ___ Steel _. H.S. Bolts ____ Metal Decking __ Electrodes ___ Fireproofing __ Other _ Corrective action required __ _ Corrections-completed ---:::: CERTIFICATION OF COMPLIANCE: To the best of-our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations.ofthe work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE ---"'C.,,,,,:::,1.,,L--..,__--+-----"--""""'""-'-:_,.....___, PSI-B-900-170(2) CERT. NO. qaeoc, s:,, -S?l'::> r,. I Geotechn~cal l ·1 Environmental ~ ~ Construction Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT L<&too t.....Ar'Vv DATE __ ._-~_~_%_·½-~-----~----~--,--,---- PROJECT (Name) u,rt.eo LA:1':!P (Address) M4:L>l"'1:1'¼? <µ:-\, Architect __ ,+_<P_,~-----'-----'----------- REPORT NO. _OSG·l'qLO'.J-. -~//C Building Permit No. _.2 .... tk:::.__--Lif o,<..;'¥1~------------ Plan File No, ________________ _ Engineer Yl-1 ti tlZ-:n r-:> Govt Contract No. ______________ _ OSAorOSHPD#~----'----------- Contractor. ~-:,t.--y'\.rA,1..-5?c::» Other ,TVl~,,....,e,no-,-;:, INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST I __ OSHPD __ . Concrete Cylinders '>-Rinf.: Rebar 0. k.iS • ~2fl-!.;;;fl :,.._-Plan·& Specs l -.- _OSA . __ Cement ___ Rinf.: W.W.F. ~ Clearances i -- ?<" Specialty __ Mortar Samples -·-__ Rinf.: Tendons _.s:.. Positions __ Mechanical __ Grout Samples· __ ._ Cone.: Mix #/psi ~Sizes i --·-__ Electrical _._Masonry Prisms --___ Cone.: Mix #/psi ---2.Laps I __ Roofing __ Masonry Block --__ Cone.: Mix #/psi · ._ Futur.e Continuity #/psi __ Concrete •---Fireproofing --___ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick), -·-__ Mortar; Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete , . --___ Units: Block __ Electrode Storage -~ _-11'f,-.... "':' ... __ Prestress Cone -__ Roofing --___ Units: Brick _ Torque Applied __ Pile Driving __ Reint Steel __ Steel ... i ··_....i-, Steel --' __ Fireproofing --__ H.S. Bolts __ Waterproofing ___ H.S. Bolts --__ Metal becking __ Non-Destructive __ Tendon (PT Stranqs) .. __ Electr9des __ Soils Technician ___ Other --· ___ Fireproofing __ Batch Plant __ Other __ ·Other __ Corrective action required __ __ Bolt Pull-Out __ Other. -·--_ Corrections completed REMARKS 1·00 A <o, !Y 14:·n or::? 5'2-~0 . 51/Q . ~511 , ii S$t2.. -# > . , ( .4-:k L--P 6719/(.. S ,, o 7<-A< <:D'.'1 c,ru,, iT t5 <,I 0 CERTIFICATION OF COMPLIANCE: Tq the pest of our·knowletlge, aiJ of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report qovers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME Ymz-.tO'--? ~$ON (Print Clearly) INSPECTOR SIGNATUR~. k-"?=Y;zt:.2 PSl-8-900-170(2) CERT. NO. osaot, 81-EH3 l ••~•, InformatiOn , I:!!..,• ~To Build On r-· ·-. Page_1_of_-_ Engineering • Consulting • Testing INSPECTION REPORT -~~J - CLIEN~~g?,;~..1 · ?Ne: DATE<J .. ) /-' 9~ Architec._ _________ ---'---,----------'- Engineer---------------------- Contractor. __________________ _ INSPECTION MAT'LSAMPLING ~ _OSHPD ...J::'.'.,. Concrete Cylinders _OSA __ Cement -- _Specialty __ Mortar Samples --- _Mechanical _Grout Samples -- _Electrical __ _ Masonry Prisms --_Roofing _Ma$Qnry Block -- _concrete __ Fireproofing -- _Masonry __ Units (block.or brick) -- _ struct Steel _ Asphalt Concrete --_ Prestress Cone _Roofing -- _Pile Driving __ Reinf. Steel· -- _ Fireproofing _. Steel ·-- _waterproofing _H.S.Bolts --- _ Non-Destructive . _Tendon (PT Strands) -- _Soils Technician _Other __ Batch Plant ... · __ Other . . _ Bolt Pull-Out _·_Other . -- REMARKS · PROJECT (Name~d.?Zd.-z:: ~t{, (Address)~~ REPORT No.o__r;>.:..70.2.e, 2.,..-, -191 Building Permit No, _____________ _ Plan File No, _______________ _ Govt. Contract No. ______________ _ OSAorOSHPD #·-------------- Other___,. _________________ _ .. . MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs . _ Rinf.: W.W.F. _ Clearances _ Rinf.: iendons : _ Positions ..k.. Cone.: Mix #,/pei: ?e L _Sizes Y Conc.:~/psi Y~O o _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ·-Mortar: Type/psi _ Mortar Batchinn _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel __ H.s. Bolts . _ Metal Decking _ Electrodes _, Fireproofing _. Other _ Corrective action required __ _ Corrections completed L~fG' ~Cd_~_,.,,r ,,A!.doJ~ A/ ~r -~tv, h:l.,i,'4?½-et ._e<!'-7..r &e_ . .P.. .. ~~~ <!-,P t~:,...,c/4.n,,r. C'°6-r' / 7,Z1c c.,£ pt?, ~~kr2Jot5(Jr-~~C,I-c-t" 6~.a<.,_ C +LJ;,1 • z t .2, .. =i S'~ ,.,,>"14? r--i.:-' A~ :, c):, .Ct:,N"C ~2-.c,i,,, .Se-~ li?"d tfpz._ 77" Ve:-~ r 7J"8q-sr ~o/ 6t:rr ~.-v1 e r:B.J ~r:>' 6 ;J .s-£-e,, i-y? _ lJ ~/ A~ '7/ D LoNC, ~ ~ Ebfc~-~-r S} :7:z-~"'-'):?C,:o/!? • .xl~L. SA=--y'~J 'l(iLcnnl CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans.- specifications and applicable sections of the building codes. This report covers th_e locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTORNAME_4~~ ~ a;,-r':fe- -· ,,. ·~ (Print Clearly) · ·.-~/~ INSPECTORSIGNATURF~-r ~ --· PSI-B-900-170(2) CERT. NO. _______________ _ DATEq__,) ,, j 9 ~ ' ,-~.~ ',' . ·. · l ... ti:!-;/ Irifortnation I:!!..,• .To Build On · Page_1_of_ Engineering • Consulting • Testing· INSPECTION REPORT PRQjECT(Name),__.~=-=c......:;-·O~L.='-'-. .;;...d=-·--CLIENT __ L.._...ew-..·~--~~o'---- DATE __ o/._-.._%'0 ___ -_Cz..__.<i',.__~-(Address) ~'l ~ ~12 Z?ru> , c~ :rchitect._ ___ ..,:.H __ o-,-_r _____ ~--- Engineer_J(V/"---'-r-mi/i~ ____ t-_~ ___._f1/t-f,--~~-=...,e:~/r-'-----• . _ l REPORT NO. __ ~........,,.e;:.-.:2.=o'-'"2,.-.___;;;_8_9_g __ Buildi~g P~rmit No. ___ 9'~-S-~--L,./...:0=--=2..=-· '1-1------ Plan File No. _______________ _ Contractor. ____ _;73.__c,._Jg......,,'-_,...C_· ,.__ __ · __ · ___ _ INSPECTION _OSHPD _ OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry lL_struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING __ Concrete Cylinders ____ Cement ·--Mortar Samples __ Grout Samples _ . ___ Masonry Prisms __ Masonry Block . __ Fireproofing. __ Units (block or brick) __ Aspha)t Concrete __ Roofing __ Reinf. Steel __ Steel -. _H.$. Bolts ___ Tendon (PT Strands) __ Other __ Other __ '----'- -. _Other ___ ...;..._ QTY MATERiALDESCRIPTION INSPECTiON CHECKLIST ______ Rinf.: Rebar_-'------_ Plan & Specs _____ _ ___ . __ Rinf.: W.W.F. _ Clearances ______ _ ___ Rinf.: Tendons _ Positions. ______ _ ___ -_Conc.:Mix#/psi _Sizes _______ _ ___ Cone.: Mix #/psi _ Laps. ________ _ ___ Cone.: Mix #/psi _ Future Continuity #/ps . ._· __ _ __ _ Grout: Mix #/psi _ Consolidation _____ _ __ . ___ Mortar: Typ~/psi _ Mortar Batching ____ _ _____ . _ Units: Block _ Electrode Storage ____ _ __ ·--Units: Brick _ Torque Applied ____ _ ___ Stee,_ ___________ _ __ . ___ H.S. Bolts"'". ______ _ ___ Metal Decking _____ _ ___ Electrodes ______ _ . ______ Fireproofing _____ _ ___ Other_-· __________ Corrective action required __ -----------'-_ Corrections completed __ _ ' tn--:;»20Jt2t CERTIFICATION OF COMPL:IANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMF :I) f!b,,,~ :r::a~ INSPECTOR SIGNATUR ~-a, . tz1-- Ps1-s-soo-110(2J .!<:so 0 'X70:-2 . so "o//-3~ 1 CERT. NO._:::J..~-"'---'--=---S:c.,,1. _______ a......::=--........ ---------- DATE___,. _____ C/_-_/_0_-_:'.7,L-· ..... Z:......-------- l ;Jinformation · . . • .To.Build On · .r._· Page_1_ofj_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT __ _.["""'e~i:,-,t);....:;...;;;., __ _ PROJECT (Name)._kG.._____..-G ..... Q ...... fu~ .... d--· ...__· __ DATE __ 9,_~--'-t;=-2_-...._7'8:..-__. _ (Add~ess) -,-. 7"? . ~/s/3:k6 r~ ' Architect ______ t-l __ cJ_t::::.._-=-·-· ----~"------- Engineer_lA!L~~~"'--~' _[llt____,,._,_~~IL,.~' _____ REPORT No. ---:::--~Z...;:o;;..._-z=-.;;...tJ .... Z,_ ___ _ Building Permit No. __ ~q~g_.,...,/_O~Z:_9 ____ _ Plan File No, _______________ _ Contractor. ___ <" J;.::;;..J____,__l3 ___ . _C._,,.,. ____________ _ ~ovt. Contraqt No.-------------- OSAor OSJ:lr-D .# · Other e~ience.. _c$:¼o:;....) INSPECTION _QSHPD _ OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ Concrete Masonry X Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'L SAMPLING __ Concrete Cylinders __ cement __ Mortar·Samples __ Grout Samples __ Masonry Prisms _. _ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other ___ Other __ . ____ _ __ Other ____ _ QTY' MAT.ERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar_· ________ Plan & Specs _____ _ __ _ Rinf.: W.W.F. _ Clearances _____ _ ___ Rinf.: Tendons _ Positions ______ _ ___ Cone.: Mix #/psi _ Sizes _______ _ _ . ____ Conc.:Mix-#/psi _ Laps ________ _ _. __ ·-Coric.: Mix #/psi _ Future Continuity #/ps._· __ _ .--__ Grout: Mix #/psi _Consolidation_. ____ _ ___ Mortar: Type/psi _ Mortar Batching ____ _ ___ ._ Llnits: Block _ Electrode Storage ____ _ ,--.-__ Units:·Brick _ Torque Applied ____ _ --_._stee.__----'---'------ -· __ H.S. Bolts ______ _ __ .-Metal Decking _____ _ __ _ Electrodes. ______ _ ·--_ Fireproofing_,_ ____ _ __. _. Other _________ Corrective action required __ ___________ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME DJ4:n ~~A:"'S ~ (Pr!~/") y INSPECTOR SIGNATUR~~c;...,_· lZ PSI-B-900-170(2) . I ?ERT.No.·,:~2O3 7 S0~3S:/ DATE __ _,_9~-..!-/2=-----j.J-'f ______ _ l •J Information . ~ • .To-Build On Page_1_of .1_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT __ l_,,:, ______ ~~---- DATE __ ~_-_l--f_-_5_<2-=--- Architect __ -+-H~-"'o'"'---'-"'lG~__,,------------ Engineer_..,._b/)~-~~-=~---9: .... · ..... M_ ..... 14:1_,__-=·;i~{ Lo....;'-\..;:;_:,' ._.'--- Contractor. __ ]5_'--B----~--'--'-------- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- -·-OSA __ Cement -·-__ specialty ___ Mortar Samples -·- __ Mechanical ___ Grout Samples --__ Electrical ___ Masonry Prisms --__ Roofing __ Masonry Block __ concrete __ Fireproofing -·-__ Masonry ___ Units (block or brick) --.,&Lstruct Steel __ Asphalt Concrete -- __ Prestress Cone -. __ Roofing -- __ Pile Driving ___ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Ten<::lon (PT Strands) __ Soils Technician __ Other --__ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS - PROJECT (Name)--=L==e=--r,,--..:::o~/,---~~--J=--· -- (Address) n ~t51311-1\, ~ REPORT NO, __ ~~tJ__.2,"""¢2=---..... ,d--__,Lfi_;;V;;.._L __ Building Permit No. ---"~'-""'----/'"""'l>..._.2 __ __,C'.f...,. ______ _ Plan File No, ___ ,__----------'------- Govt. Contract No.--'-------------- CSA-or OSHPD # . :--r Other :D,,ie-,;11/ltftt'V MATERIAL DESCRIPTION INSPECTION CHECKLIST _. Rinf.: Rebar ..la. Plan & Specs _ Rinf.: W.W.F. ___ Clearances __ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi-. -15!._sizes .--Cone.: Mix #/psi . -_Laps __ . Cone.: Mix #/psi· Future Cr;mtinuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _. __ Units: Block _.)!Electrode Storage _ Units: Brick Torque Applied 71 ~ Steel ~ht. ~ _H.S.Bolts _ Meta1Deck2 .)!_ Electrodes~ X~t~~ _Firep~~-&-Other 1;v, J'f:$C-_ Corrective action required __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building co<:f es. This report covers the locations of the-work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMED~~ . W-2:' INSPECTORSIGNATURF~~ ~ PSl·B-900-170(2) ~ . CERT. NO. e;:,z70 3 . ·. DATE-'--___,· 5'.__· ·_'-/_:_""""'JY'-K.-,-------- l 1/lriformation .. • .ToBuildOn _,..,.. -Page_1_of _J_ Engineering • Consulting • Testing ' INSPECTION REPORT PROJECT(Name)....;L:;;__c.;;__(3,,_o_..;;../4_/H-.....;.._j-=--,.· --CLIENT_;.·;_·_~:c-..""""Q..._ __ _ DATE--~-;____./,-"'C,,~--9,f"-L-.&,L ____ --__ Architect __ __,..y __ · _· ___ o~~/C~_ ------'----'----- Engineer __ m_~_c:1--_,,_fv? _________ -'-- Contractor. __ 73.L.IC._ .... Z$.___C __________ --'--,---- INSPECTION MAT'L SAMPLING QTY. __ QSHPD __ Concret_e Cylinders ---- _OSA __ Cement -- __ specialty __ Mortar Samples ---- __ Mechanical __ Grout Samples --__ Electrical ___ Masonry Prisms --__ Roofing ---__ Masonry Block --__ concrete __ Fireproofing 1siasonry __ Units (block or brick) -- truct Steel ___ Asphalt Concrete --__ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel __ Waterproofing _____ H.S. Bolts _ __ Non-Destructive __ Tendon (PT Strands) . ·--· __ Soils Technician __ Other -- __ Batch Plant __ Other -------- __ Bolt Pull-Out __ Other -- (Address) ~ C REPORT N0. __ ,_,7,-=~,----2.0_~_~_'t:J_t;,_ Building Permit No. ____ g.....,?._-__ l._e,.........._4' ..... 6 ___ _ Plan File No,---------------- ~ovt: C<;>ntract No.------------------ OSAor OSHPD #---.--:-· --------::ao:--..--- Other -:h,;r'1 ;~,,-/;;_.-_ /ija1:-Uuc.i!. ~ MATERIAL DESCRIPTION INSPECTION CHECKLIST _JL Rinf.: Rebar IKTm 8·"'1Ql.t ~ Plan & Specs _ Rinf.: W.W.F. Clearances _ .. _ Rinf.: Tendons _ Positions ___ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage _ Units: Brick _. Torque Applied + SteeLASTtia '4$?ffi· 0 __ H.S. Bolts _ Metal Decking - . ...JL Electrodes G:'.21!:~1" s~t.l~S _ Fireproofing ..12.... Other~!:'~ 14-~~-_ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANC : -To the best of our knowledge, all of the reported work, ·unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report.covers-the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO,---Lq~t7..:..;Q::...2.£..-..__.5~L)--=/....::~~Si:...,...i' __ _ DATE __ _,_f,_,... __ fi=-~----'i'i'------ PSI-B-900-170(2) l i/ Information . • .To Build On · Page_1_of-1. Engineering • ConsuHing • Testill!J _. iNSPECTION REPORT PROJECT (Name)_L______,,e"'-"Gi"-""=o ...... L ..... · .za..-J.....__· --CLIENT_ ..... Lc=--,--_~_eJ _ __,.. __ DAT.._E _ _,9.__--'--/_,_/'_-_,_j __ 1 __ (Address)_._,----,---~-~---- (k(575~ CJ. Architect~ __ ..... /-1 .......... ---"CJ __ · .... K: ________ --'-----'----REPORT NQ; __ 7c~<::J..-l.a=--:--Z..,=---...;...~_"t:?_7 __ Building Permit No. --...... '-ff-.--1--/.-0e-=Z;;._L....__· ___ _ Plan File No, _______________ _ Engineer ___ /11-'-.._9:...__ .... ff?.....__,__ ___ -"-------Govt: Contract No. _________________ _ Contractor. __ _.75_ ........ _,.,,Z3.,.._~e,......,,_ ____________ .;..._ OSAorO Other_..t.,~~"µ;l~!::.!.1~::=...~¥~:::::!1:~!,d,;;._~ru::::~ INSPECTION __ OSHPD _OSA __ $peci~lty __ Mechanical __ Electrical __ Roofing A-concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ $oils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING ...,&_ Concrete Cylinders __ .Cement __ Mortar Samples-• . .• '";,-~~~41...; •• __ Grollt Samples __ Masonry Prisms __ Ma~onry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT. Strands) __ Other __ Other_~--- __ Othet ____ ..,.._ QTY _ ~ATERIAL DESCRIPTION INSPECTION CHECKLIST ~ _a!_ Rinf.: RebarA-$t'"ht ,l-q/ ~ Plan & Specs _____ _ __ . _ Rinf.: W.W.F._. --~---)t, Clearances _____ _ _-__ Rinf.: Tendons ~ Positions __ -'------ __ ·. Lconc.:Mix#/psi 211/¥6~ ~Sizes _______ _ __ -.-Cone.: Mix #/psi ~ Laps. ________ _ ___ Cone.: Mix #/psi _ Future Continuity #/psi. __ _ ___ Grout: Mix #/psi Jconsolidation. _____ _ ___ Mortar: Type/psi _ Mortar Batching ____ -'-- _. ____ . Units: Block _ Electrode Storage ____ _ __ --_Units: Brick _ Torque Applied ____ _ ___ Steel, ______ -__ . ____ H.S. Bolts_.-'-------- __ . ___ Metal Decking _____ _ ___ Electrodes-------'--- --_ Fireproofing _____ _ ___ Other ______ -----_ Corrective action required __ ___________ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. N6-.:(J:.a..-S-__;__J:ft-=-· ,.x_____:_.~..:;;,..;)_-:f!~?-=-~-L../ __ _ DATE __ --"-"'-9'_'.--l-/-f-Z--_9___._<p ___ _ PSl·B·900·170(2) CLIENTL~, '[) t»~~-,_!2.5%le:.~ DATEB-\:J---'12>. Architect ___________ -'------'-"--- Engineer _________ -'--'-,--------'--~ Contractor. __________ _____,---,------- INSPECTION MAT'LSAMPLING QTY _OSHPD -2{_ Concrete Cylinders :....S_ _OSA _._Cem~ri}:~1f..·· --__ Specialty __ Mort~~ Samples --__ Mechanical _._Grout Samples -·- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- _¾_concrete __ Fireproofing --__ Masonry ·--. Units (block or brick) . --__ Struct Steel _· _Asphalt Concrete --__ Prestress Cone --. -. _ Roofing --__ Pile Driving · __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ . _ H.S. Bolts -- __ Non-Destructive __ Tendon. (PT Strands) __ Soils Technician __ Other --· __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name)l.et;g nL~.,.J ~~ ~ -~~R (Address)~<U.b\;,nti) ½-"· REPORT NO. 0 5:'1-Q t:,'AD ~ ~£>§</ / Building Permit No.---------,.--------- Plan File No,---------------- Govt. Contract No. ______________ _ OSA·or OSHPD #~· _----,.-----~-------- Other~------------------ .. MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _. Plan & Specs -. Rinf.: W.W.F. .. _ Clearances _ Rinf.: Tendons _ Positions ..x_ Cone.: Mix~ 1~8Co -: Sizes X. -Conc.:-Mbc'#/psi4:b~oO _Laps _.cone.: Mix #/psi _ Future Continuity #/psi _ Grout Mix #(psi _ Consolidatio _. Mortar: Type/psi . -· _· Mortar Batching _ Units: Block _ Electrode Storage _. -. Units: Brick _. Torque Applied _ ... steel .. _H.S.Bolts _ Metal Decking __ l;lectrodes . __ Fireproofing _Other _ Corrective action required __ _ Corrections completed ~ ()'-.:) '~6.L~ (l:, NCi,,,.;\u. ~ ¼ c.:cv-\;:\V\" e---x: t2 Ys. <? l-1\-.\ (;:;.. ~ C,,:t:, -s~ov..1 s.~ ... v-..._ s~ll NL . ..... . .. / ~L~¼"-6~ 'o,1 ~\~b-~v-...--~ :"': "":> s~ct o~ \.-.~s/4.. CoN s:c;L\~~10"" \;)4 ~6..c..-~19·, c~L \) '\\.. ~n..N'ot-, So~a.Q Q' ~ l-Z't,;~ o* $csi\5\N9 >~\\~ \..._:e:l E) v-,) b'Sl..4 ~ \_~ C..o~·. ~ <>w~ b 6\ C) ~ f l\l C c.,1L~ 6,bCl-5 I =r~ c,,\L~:bt.toj1\c..y;{ "'J~~'b~O:J <SL.v---~ s-%s,J.~~<t-75~ Cp~c,,.B4°. ~q~Ro?',,• "10 CAD· )jd~. \Nc'L~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · (Prin,t Clearly) INSPECTORSIGNATURE'~C~~ • ~ PSI-B-900·170(2) CERT. NO. _______________ _ DATE~~ )7~ S 'f, CLIENT Lt£«? ?dt<-o'> DATE ?-31-2 ~ Page_1_of_ INSPECTION REPORT PROJECT (Name) L.-&o l.Arvt> (Address) &i&L s a ;,-1 l> l'4, 112' · HEPORT NO: OS<"t· 2az o J:. -·-r;;1;2 6 Architect tlo It. Building -Permit No . ...::,#=---"2 ..... ~.-..;;...-...,l, .... Z..__s--'-------- Plan File NO,-------'----------- Govt. Contract No. _______________ _ OSAor OSHPD #------------- Contractor. 73,-PZJ'kA .a.J> :.: B4:2m £D'LcS. Other /ff'1/M,l"-'dT1o;v INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD ~ Concrete Cylinders --x Rinf.: Rebar Al:,LS-.t~f.L.(,_Q. ..!L Plan & Specs _QSA __ Cement --__ Rint:: W . .W,F. ~ Clearances rspecialty __ Mortar Samples --__ Rinf.: Tendons .. ~ Positions __ Mechanical __ Grout Samples --x-Cone.: Mix #/psi 138b .:, Od<P ~ Sizes __ Electrical _._ Masonry·Prisms --.· __ Cone.: Mix #/psi >-Laps __ Roofing __ Masonry Block --_. _ Cone.: Mix #/psi _ Future Continuity #/psi -2!....Concrete ___ Fireproofing __ Grout: Mix #/psi j,,C_ Consolidation __ Masonry __ Units (block or brick) --__ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete __ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --__ Units:. Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts __ Metal Decking __ Non-Destructive __ Tendon (PT Strands) __ Electrodes .. __ Soils Technician __ Other -·--__ Fireproofing·. __ Batch Plant __ Other --___ Other -. Corrsctive action required __ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS 42M-/"Lt-D( CfpLLJ@tvS to4, ,":> , ,tu e: '> -& zt2 :Z _, I m '2 rvanro, ~ t,vOJL...1.£. Pe-rt-1:>c..A;i.,.S ~ . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise·noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected orily and does not constitute engineering opin- ion or project control. INSPECTOR NAME= Y@d?<:: r ?e 1 C:\ z;s.o.,0 (Print Clearly) I INSPECTOR SIGNATURE----P~ 2__t)..c:, PSI-B-900-170(2) CERT. NO. oe,eo9 0/-es DATE ?l,..:11-?fl ' I ' ' ' ! REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: OUR REPORT NO.:· 059-70202-456 April 06, 1998 ---=========================================== FIELD DATA: LOCATION OF PLACEMENT IMAGINATION SOUTH COMPLEX' S GRA,DE BEAMS OF COLUMN FOOTINGS PERMIT# 98-625 DATE PLACED March 25, 1998 SUPPLIER TIME 09:30 -am DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 58 WATER CONCRETE TEMPERATURE, °F 70 FINE AGGREGATE DATE RECEIVED IN LAB March 26, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DERF;K PETERSON ADMIXTURE MIX DATA SUBMITTED BY NELSON_ .& SLOAN NOTE:.lleELl!:A8l..e.MIM_S.IAl'IQARQ.S..J.lli:LfSltQitl~;JNOJQAIJ;Q:$_L.UMe:J?lli·90a· AIB CONTENJ· C231-91b" j:EMPERATURE· CJ064-86{93)· CAPPING· CJ231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH NELSON 522 & SLOAN NUMBER OR SET NO. (DAYS) TEST {LBS.) {IN.) -{SQ. IN.) (PSI) TYPE OF.BREAK 16691 A 7 04/01/98 16691 B 28 04/22/98 16691 C 28 04_/22/98 16691 D --·-···-- SPECIFICATIONS 28 ------ REMARKS: X Cylinders made by PSI representativ!3. Cylinders made by Architect's or Contracto~s representative. 88009 6.00 Cylinders picked up by PSI 1£. representative. · Cylinders delivered to RSI laboratory. 28.27 3110 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCO"I~DANCE WITH AS.TM C61 7-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY-PROFESSIONAC SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. XZ::4 YAN, CE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRES~ION TEST MR. DAVID C.ATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 06, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-7.0202-460 LOCATION OF PLACEMENT IMAGINATION NORTH COMPL,EX' S RADIUS ·COLUMN FOOTINGS DATE PLACED March 27, 1998 · SUPPLIER NELSON & SLOAN TIME 01:00 pm DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 59 WATER CONCRETE TEMPERATURE, °F 70 FINE AGGREGAT~ DATE RECEIVED IN LAB March 30, 1998 . COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DEREK PETJ;!:RSON· ~PMIXTURE ·~>. MIX DATA SUBMITTED BY NELSON & SLOAN ~; N.OJ.E;.Aefl.JCABLE ASTM S.IA!llDABDS UNLESS DTHEBWSE INDICillQ;,Sl.~Qa· AIB COljJ.ENT· C231-91b· TEM~EBAJUBE· C1064-86(93)· CAPPING· C1231-9_3 . SPECIMEN TEST DATE OF LABORATORY IDENTIFICATION AGE COMPRESSION TEST RES UL TS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER -CYLINDER C_OMPRESSIVE AREA -STRENGTH 522 -----. ·-----. ~----·-· - NUMBER OR SET NO. (DAYS) TEST (LBS:), '(IN.) (SO.IN.) (PSI) TYPE OF BREAK 16692 A 7 04/03/98 16692 B 28 04/24/98 16692 C 28 04/24/98 16692 B -- SP ECIFICATIONS 28 REMARKS: ~-Cylinders made by PSI representative. Cylinders made by.Architect's or Contracto~s representative. 65000 ,Cylinders picked up by PJ,I JC_ representative. 6.00 Cylinders delivered to·PSI laboratory. 28.27 2300 Cone ·--------- 3000 Test results comply with applicable specifications. Test re.suits do not comply with applicable specifications. I ·-· ---··-----·- ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6l.7-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.o.K:,. CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAJ. SERVICE INDUSTRIES. INC. PSI A-200-4 (4)F Respectfully submitted, ~JJ?Cs,Jnc. DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ••.,.;/ Environmental a,g• Geotechn~cal •-a Construction Pag~_1_of-/-- Consulting • Engineering • Testing INSPECTION REPORT CLIENT-k~7r->O""----- DATE __ '-1~-/_5"_-__ 5_2'--·------------ Architect ____ {_::l ......... O_k--=------------ Engineer__,_fVl _ __,_.i,Q,,__· ;t_,__.__l ~-""'"'~'---...... m-.&..a·fr--_,_.ff= ........ l.....,~=-----'-- Contractor._:t?e_,· _e.~n~· ~ered-'--='"""-_. _3 __ · _72,_D=---~------- INSPECTION MAT'L SAMPLING QTY _OSHPD _._Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples -·-- __ Electrical __ Masonry Prisms --__ Roofing _. __ Masonry Block --__ Concrete _. _ Fireproofing --__ Masonry __ Units·(block or brick) -- .......... Struct Steel ___ Asphalt Concrete -·-·- __ Prestress Cone _._Roofing .-- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ .H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician · __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other --· PROJECT (Name) k.Gf:':> /'r'i-rld . (Address) ________________ _, REPORTNO._c~~~~~~~~~-;~~- Building Permit No. _ _,___q'.,__.,'F......,...-:-..... G,_z ___ 3~--·-- Plan File No, _______ -____________ _ GQvt. Contract No.-'---------------~ OSA or O,.al:I.PD # . d 1'7--1 · · Other · ltnMfJJ..!~µ. ~ /4bL1i.· &;;,p /¢!} MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar L Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons ~ Positions _ Coric.: Mix #/psi ~Sizes ·-. Cone.: Mix #/psi _Laps -. Cone.: Mix #/psi _ Future Continuity #/psi _. Grout; Mix #/psi __ Consolidation _ Mortar: Type/psi _ Mortar Batching. _ Units: Block _01ectrode Storage _ Units: Brick ~ _ Torque Applied Vstee1 /fSTIJ1 -11 s-Do _H.S.Bolts _ Metal Deck? . L Electrodes-~· ~e.,~ -. _Firepr~= .. Lother m4 . _ Corrective action required __ _. _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless 9therwise noted, substantially complies with approved plans, specifications and applicable sections of the building c:odes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME '~]Rtrn~~ 9 INSPECTORSIGNATU~~. PSl·B-900-170(2) 1 . DATE_.-,---,---..:/--_._f-.5_--+'t<B---------- Page_1 __ of _J_ INSPECTION REPORT - CUENT_,'l.e~_&,...,·_ ---~-- DATE _ _.4._-_._/...._"7_--<J'-C~------------- Architect ____ ____.t-/ ............ Q-"--._fC: __ . _ ____.'-,----'--------- Engineer__,t(l,-:.....,.--'-',tf.....,,K ..... 1;.-'--"..c.,)_, '-----J.+--'-. _,n~4t?"--P-iz.......,.=0=: ;..._· --,---'- Contractor._7:>e.~_,.L4.,.9_..,_r,......,~'-'-"-'-=E.>.$.~~-1Ea~2...J0Ss--...------''--- INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders ---__ OSA ---_Cem·ent -- _Specialty _ Mortar Samples _Mechanical _Grout Samples -- __ Electrical ___ Masonry Prisms --_ Roofing _ Masonry Block _ --- _concrete _ Fireproofing --- _Masonry __ __ Units (block or brick) --L Struct Steel ___ __ Asphalt Concrete --- _ Prestress Cone _Roofing -- _Pile Driving ___ Reinf. Steel _ Fireproofing _steel -- _waterproofing _H.S.Bolts -- _ Non-Destructive ___ Tendon (PT'Strands) --- _soils Technician _-Other -- . _ Batch Plant ___ Other _Bolt Pull-Out _Other -- PROJECT (Name) Le1~ (Address) . WitJ,R;f-a -a..· _ REPORT NO.----,•--_7_..a~Z--..asa..---=2.;......$_, ...... ~~-½"- Building Permit No ...... --~9:...8....,_-_,4"',-2. ........ :f _____ ____ Plan_Fil~ No,-----,-----------,------ ~ovt. Contract No.-------'-----~---~ . ~~:,orosJ;..,.,;,,.Jr;.d-J/i,Jl f!.j,J;, MATERIAL DESCRIPTION INSPECTION CHECKL:IST ____ Rinf.: Rebar _0ian.& Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi --Vsizes __ , Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi __ Consolidation __ -_ Mortar: Type/psi _ Mortar Batching ___ lJnits: Block ~lectrode Storage _ Units: Brick -_ Torque Applied ~ Steel 11.S:rm J4. ~ ~ __ H.S. Bolts _' _ Metal Decking - .£Electrodes I:: .7d vv-<.: .... .,,, ,t. _ FireproJ?J - ~ Othe.r . :z2:n -113/e -___ Correctiv~ action required ___ , _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected.only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF·:o il--h.~? ~-a INSPECTORSIGNATURF~~y PSI-B-900-170(2) DATE i -\ 'J -7 S? l -, Environmental ·DSf· Geote,;;hn~cal Page_1_ot__f_ •-• Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT___.L""-'' ~<==-~=-;:1.......:0=------ DATE _ _.4_-_,_/ Ge;s;__.;.---1-,-f ....... <E_· - Architect_-+-/-t __ o_/C--=--. _$_~ __ -"""'"· .,...t..=~c.-·..:,oi.S=.~--'------- Engineer____.m'---L-~'-'-~/-"""u"--· _-r~l?t~ltt:..L..:;:,· ..... t:--=-1..,.,V~--- Contractor. __ J3~e--.=2=v=:..ift.c..e:.·=J1-J._·~s-3.u.,,:.., .... ?~o~S_J_;;;_'' -- INSPECTION MAT'L SAMPLING QTY _OSHPD -. _ Concrete Cylinders --__ OSA ___ .cement -- __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ MasonryPrisms -·--__ Roofing __ JV!asonry Block --__ concrete __ Fireproofing --·-__ Masonry __ Units (blqck or brick) Lstruct Steel __ Asphalt Concrete- __ Prestress Cone __ Roofing -- __ Pile Driving -·. _ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ .Other __ Batch Plant __ Other --__ Bolt Pull-Out __ Other --·- PROJECT (Name)__,;;..L_e._a;_.._o,;;._s../4=wn"--'--'--d_,__ (Address) ______ ___,a _ __,,---.......,..,_- {'Jff f ~.~-E, REPORT NO. ~---===-=7~_...;: (u.......,4-__ '-"=-..;:,z__,__,~'--fl'--- Building Permit No. _____ 9~g:.._,...,. __ .""'G,'"-'z_=---3.,,_ __ , _· __ Plan .File No,-'--'.,-------------- Govt. Contract No.--------------------- OSA or OSI-IPD .# · ..,-· . :1. Other · :£ml'ff:;IJv1t/lb1 ,._; MATERIAL DESCRIPTION .. ~SPECTION CHECKLIST _ Rinf.: Rebar Plan & Specs . _ Rinf.: W.W.F. _ Clearances _. Rinf.: Tendons ~ositions _. _ Cone.: Mix #/psi ~zes _ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _. Units, Block ,.,--Electrode Storage _. _. Units: Brick . _ Torque Applied .,L. Steel 1/S,zm ~2 ,5_ _H.S.Bolts " Metal Decking · 7 Elect~o<;tes ~"78.<'V· < ---- .. zirepr~g . Other Lll:1. 'Jl~-Corrective action required __ _. _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This.report covers the-locations of the work inspected·only and does not constitute engineering opin- ion or project control. INSPECTORNAME~fu,4-y. · ui;a INSPECTOR SIGNATUA~ ½(l PSl-8-900-170(2) .. CERT. NO. TCID -':rt7¢ 3 91:J!: '3 "S:/ DATE 4: --/(e ... ~ ~ 7 Emdronmental f Geotechn{cal Page_1_of_ · "Construction Consulting • Engineering·• Testing INSPECTION REPORi CLIENT '-«ea LA.A./b DATE z&f-f!, Architect do K... Contractor. ~--f">S &.ot::M:i24s INSPECTION MAT'LSAMPLING _OSHPD __ Concrete Cylinders __ QSA __ Cement X' Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry P~isms __ Roofing __ Masonry Block )("" Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ struct Steel __ . Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ . Reinf. Steel __ Fireproofing __ Steel __ Waterproofing ___ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other __ Batch Plant ___ Other __ Bolt Pull-Out ___ Other. REMARKS QTY -- --·- -- -- ----·- --·- -- ---- -- -- -- . . -- PROJECT (Name) ?ti'rr;o Ld-tv'l) (Address) 4Htu..-sMO M, REPORT NO. a.9?-:Zo2<;n --f9za Building Permit No. _d/:.._,?,....,cS ___ -___ , ... ,,__.z.'""<£"---------- Plan File.No. _______________ _ Govt. Contract No. _ ___,..'--'~----------""------- OSA or OSHPD #----------:-=-:----,-----fl-65-:r,z..c,~ Other tMd:6/IV#-flON A E r,;;c,, ea ... MATERIAL DESCRIPTION INSPECTION CHECKLIST X' Rinf.: Rebar ~§21S ·~'2.;t...~O ..:,... Plan & Specs __ Rinf.: W.W.F. ~ c'learances. -.-· Rinf.: Tendons ....L. Positions __ Cone.: Mix #/psi -2:.... Sizes __ Conc.::Mix #/psi . ~ Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation -• _ Mortar: Type/psi _ Mortar Batchina __ Units: Block _ ElectrodeStorage -. _ Units: Brick . . __ Torque Applied _. _Steel _. _H.S. Bolts _. _ Metal Decking __ Electrodes __ Fireproofing __ .Other . __ Corrective action required __ ._. _ Corrections completed '5?&l.eff1l INS f>,'.fZe-rz aA.I 7>12-avei>cl'X> Ec::nL ntt£ . ?\; ri=t: C:l'."n--r ~ 0 s:-- i?t:T7tu&?4--< ,I A,,/G;,. sz:r:n,n... . ~r;: 7?ti§ ,.~fl'2t ,:t.,,+-,-ro& T>'-lB«lf-t?1K,12.Q QM· Fbc:22::z A.({;,.$ .... (h&-, 0 '---Ir\-«:".~ -11:TP C, -I :r:o3· < ~ pry IV£-<} ~I IV{;, -:S Cb'lii': 4 ¼2d::"'> Cdft-U:.-"='2':P Es;:>t'.2:, i>,a..pi?:Ci)'L i"s6L s,2:-c . I C•vL@C><£ I ;, LAP S ?<.ct LC£$ • c..,(:1">9 ~ > .4/VU:-[S I > &f'..d> avr;n d:(C:.. 1$-4c@n6'X::-Z: d< LO& b ave:, :ro. T7t':<r: ea..c ,,,7-rc--c; a.Arv$ :SMefMTS-S 2..4.Q 7' s-s,o-pas~ IA I ,J_ 2. ,·llJ > ,le 3 r . < ~ ,.:, t, ttJt2,'=.g,, . ?t:»L ;2<--lf:t\-,<S. g e-12...,,,~r<--re, [><-A-~ er. (J..Q~~ e,µ ttj10/1s. CERTIFICATION OF COMPLl~NCE: To the best of our knowledge, allof the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of-the work in~pected only and does not constitute engineering.opin- ion or project control. INSPECTOR NAM;;,~ ? .1>~b,J. ,, CERT. NO. '2e~a~ ei -!B~ INSPECTOR SIGNATUR~ )emft~ DATE .':"t-1-2 8 PSl-8-900-170(2) ---- l -, Envwomnental I Geotechn~cal Page_1_of_ a Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT lerflf? ~i:) DATE 4-10-fB Architect l-./o Jc-. Engineer /?1,f/L:J71Y 4 Z>L< µ,J INSPECTION MAT'L SAMPLING __ OSHPD ~oncrete Cylinders _OSA __ Cement ~Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block ~Concrete -__ Fireproofing __ Masonry __ _ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ ._Roofing __ Pile Driving ___ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant _-_Other __ Bolt Pull-Out __ Other REMARKS -- QTY ~ -- -- -- ·-- -- -- ----- -- -- -- -- PROJECT (Name) ?fZC.eo ?-,,,vi') (Address) 6,.4-t,.,c;la,@ U · REP.ORT NO. Q$9-?9U2;,,_;?&g Building Permit No.~_-:tt .... · _,'f'--'B..._-...,..·_ ""tba.aaz.. __ ,=-----''---'------'------- Plan file No.---,----,-----------~---- Govt, Contract No.------=----'--------'-- OSA or OSHPD #--------'--------- Other 1MA-<o1,ytt:rz.ot:Y MATERIAL DESCRIPTION iNSPECTION CHECKLIST 1/'""Rinf;: Rebar A &,IS ·lb,.c..k u ~ Plan & Specs _ Rinf.: W.W.F. ~ Clearances _ Rinf.: Tendons ~ Positions .2L Cone.: Mix #/psi l"!Bl,-1:000 ..l:...Sizes ___ Cone.: Mix #/psi 2:..Laps _ Cone.: Mix #/psi.-_ Future Continuity #/psi ·_ Grout: Mix #/psi. z:__ Consolidation _ Mortar: Type/psi _ Mortar Batching __ Units: Block Electrpde Storage _ Units: Brick _ Torque Applied _. $teal _._ H.S. Bolts _ Metal Decking __ _ Electrodes _ Fireproofing __ Other __ Corr~ctive action required __ _ Corrections completed ;Fi;?c ? ·ruy (-? S - -~ Pi'Yf:'SS1 vc.C .. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, . specifications and applicable sections of the-building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~??~ (Pnni c~ar1y) "'- INSPECTOR SIGNATUR~---f'f---f?r--· _..?_~_:_/ __ ~----,--_ - PSl-8·900-170(2) CERT. NO. (25£l<ctf,l-«aag DATE y-Io-? S Page_1_of _/_ INSPECTION REPORT ..--flot{lf Cl)/lffle,X - .G- .PROJECT (Name)L/i6ti.Alll) --/MM41 J./ltTl(Jly CLIENT ________ _ DATE_-=-(J_f_-..;....;{':;)~~qa.....g'-------- .. ,,~ Architect Hok: S-111 i) to . f Engineer M 41<...17 H !f OuJ../ J../ _ Contractor. 8-wtAf!.D':5 ffe?oJ ~J~. INSPECTION MAT'L SAMPLING _OSHPD _ Concrete Cylinders _OSA __ Cement _Specialty _ Mortar §lamples _Mechanical __ Grout Samples _Electrical _ Maso11ry Prisms _Roofing __ Masonry Block _Concrete __ Fireproofing _Masonry __ Units (block or brick) L Struct Steel _Asphalt Concrete _ Prestress Cone _-_Roofing _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel _Waterproofing _H.S.Bolts _ Non-Destructive __ Tendon (PT Strands) _Soils Technician _Other _ Batch Plant _Oth~r .. _ Bolt Pull-Out _Other REMARKS MON~ -SPcc.i~ Co. QTY ------- ---- ·-- ------ -- ------ ---- -·- <DN (Address) / U:. 6-o I)~. . (:AR, i.JS8&D , CA . - REPORT NO. 0 51-7 0 ZC:1... -42sv: Building Permit No. q B "".' <e z, ~ . . Plan File No; ___________________ _ Govt Contract No.------------........ - CSA or OSHPD #-------------------------'----- Oth!:3r----'-----'------------'------ MATERIAL QESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar Vp1ar\ & Specs ,-Rinf.: W.W.F. _ Clearances :__ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi ___ Sizes _ Cone.: Mix #/psi _Laps _. Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #ipsi _ _ __ Consolidation --. -_ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage _ Units: Brick . ~:-,iw~ :-· __ Torque Applied ...JL.steel A3& ' ! · __ . _ H.S. Bolts I _. _ Met<1I Decking i ' 1/" Electrodes JJt. l// I I ___ Fireproofing _ - ·_other _ Corrective action required __ : _ ·Corrections completed _ r ;,;, tMM ,r-11r12 o"' (b...[~ P6R-. t>Er1l-1 L {? I 5 s 1 • Wo!U:::-. . 1 COM fC£1l:U>)) 13 'I (!£417-R.M I//EU>t-F'-1, CERTIFICATION OF COMPLIANCE: To the-best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the b.uilding codes. This report covers the locations of the work inspected only and does not-constitute engineering opin- ion or project control. INSPECTOR NAME ~J /!.._ ~lttf /Je-2 ~~ INSPECTOR SIGNATURE ~~J. PSl·B-900-170(2) CERT. NO,---'C.~~~-~:..:::.__(L:_~~f.o;_Z ____ _ DATE ______ ()_· 4,_.-__,_/3_-'---'_ 9_;:.J' _______ _ l 7 EllwromnentaJ I GeotechQ{cal Page_1_of -1 · * Construct,on Consulting • Engi11eering • T~s.ting INSPECTION REPORT cuENr-L ...... c,____G,._.o _______ - oArE_· _L...._\-_.l'--=0"----~-+543 __ '-'--________ _ Architect _ _.\-\.....,_,....· ~C .. -__ 'l., .... · --'---,---------,----'--,,-------,--~'---,----- Engineer K}fd[Li~ 4-WJ&elf i) Contractor ~i'Mid.$ ~ , - INSPECTION MAT'L SAMPLING _OSHPD __ Concrete Cylinders _OSA ___ Cement __ Specialty ___ Mortar Samples __ Mechanical -__ Grout Samples __ Electrical ____ Masonry Prisms __ Roofing ___ Masonry.Block __ concrete ___ Fireproofing __ Masonry __ Units .(block or-brick) ~ Struct Steel · __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. Steel __ Fireproofing ..,.,....,-:Steel __ Waterproofing . ___ H.S. Bolts __ Non-Destructive ___ ._Tendon(PT Strands) __ Soils Technician __ bther __ Batch Plant __ _ Other __ Bolt Pull-Out : __ ._Other .. QTY -- -- -- ---- .. - -- --- -. ---· -.-·--_ -- PROJECT (Name>-Lt::-~..------_._(th<i ...... -.....__,_- (Address)--,-~----------~- CMJC::> BIA:£> lk: REPORT NO. J o 2,o-Z..,-;X)3 ·au,lding Permit No, S: 2-3 S k · - Plan File NO.------------~-------,---- Govt. Contract No.-----------------~ OSAorOSHPD# ., ~. Other ImAG:J CA J>-~ MATERIAL DESCRIPTION iNSPECTION CHECKLIST _ Rinf.: Rebar / Plan & Specs __ _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons 7s~sitions _-Cone.: -Mix #/psi __ s,zes. ___ . Cone.: Mix#/psi. _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ --Grout: Mix #7psi _. _ Consolidation _. Mortar: Type/psi _ Mortar Batching __ -__ Uhits: Block L E;lectr6de Storage _ Units:· Brick -_ Torque Applied /stee1 A<r.1v1_4'!ia,o· R __ H·.s. Bolts _ Metal Deckina ~ Electrodes E:. '7~,i. '-~ 1 r.# _ Fireproofing L Other IIS'rltJ_ . ./i.-3~ _ Corrective action required __ _ Corrections completed .. -. REMA~=~~~±&;'~ ;;~ ~tu~:ot Ll}J'1:-f~if;:ts: Wt~~: l~~~,~~=\5~,z e, . C CERTIFICATION OF COMPLIANCE: To-the best of our knowledge, all of the reported·work, unl~l>S otherwise noted, substantially complies-with approved plans, specifications and applicable sections of tt,e building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF ~-#,-,,,,,, ¥- INSPECTOR SIGNATU;::i'~. PSl·B-900-170(2) CERT. No ....... :IJ~~..i...;n..O..t..~----:t-B~)~D~3...1-S..-:i:\~~---=3:;....::5~J DATE ____ 'j4---f~Q"--r 9:-B__,___ ___ _ Page_1_of_~_ INSPECTION REPORT CLIENT ?m-,o (Arv b DATE ":i-13-2 B Architect /.lo JC. Engineer t1241?-ntv tt 'Dull<'&' Contractor i5672-NAA i'> s INSPECTION MAT'L SAMPLING _OSHPD __ Concrete Cylinders __ OSA __ -Cement _5._Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms. __ Roofing _._ Masonry Block 1-Concrete __ Fireproofing __ Masonry ·--Units (block or bdck) __ Struct Steel __ Asphalt Concrete __ Prestress Cone -. _Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS ,;, ,-...../ 1'91<tA ::s: t-ll-r-c,-cr.s 'SZ..4 0 \ 3 Cl :r:o ,e 0 < 9Pl?--"7= ·. QTY -- ---- -- -- -- --- -- -- --·- -- -- .. -- -- 7 . "5 "Si Q ~\;,JiL.- PROJECT (N~me) tta?O L&N(> (Address) &,µ s ;3,,_, ,::'> REPORT NO. os9-::zo2,ob, -98-$ Building Permit No.·=#:;.... __,9:....;6~-.... (,.,.., .... 2 .... c...,""' ________ _ Plan File No. _______________ _ Govt. Contract No. _____________ _ OSAorOSHPD#~.·----'---------------~ Other 1tn1JC? tN,:/ tzo 4,.,; ;:;>, 1 ~ r.,.; C MATERIAL DESCRIPTION )L INSPECTION CHECKLIST 21::::... Rinf.: Rebar ~t'--.JS ~ C-~,2. r~u b '. """ Plan & Specs l __ Rini.: W.W.F . f, ~ Clearc!nces ... -.. -Rinf.: Tendons ~ Positions __ Cone.: Mix-#/psi 2-_sizes ! i __ Cone.: Mix #/psi _ 2:....Laps I j __ Cone.: Mix #/psi _ Future Continuity #/psi -, __ Grout: Mix #/psi _ Consolidation ! __ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick -.-Torque Applied I __ Steel I I I __ H.S. Bolts i __ Metal Decking __ Electrodes i __ Fireproofing : _ ._ Other _ Corrective action required __ _ Corrections completed i I . . ;; Dn,..s-l A-i I io J 2. ) 4 ~ , I <hf?, ::0 LIA.?(['§ \>5:--!"?tiYS C) .0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of·the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE ..Lt:~4__[:.._----::1[:..-~~~-- PSI-B-soo-110(2) CERT. NO. 06f',,Q9:'f')\-92(:;.,, DATE __ 4....:.....----'13::--_S.L...lC'€s.___ ____________ _ ,Page_1_of ...1.... INSPECTION REPORT DATE L--/-I c., •. YS Architect H: o \L-- Engineer m A:i?-:::n I\) A bu Ni) INSPECTION MAT'L SAMPLING QTY _OSHPD . ~Concrete Cylinders _!:/_ __ OSA __ Cement ~Specialty .--Mortar Samples __ Mechanical ___ Grout Samples -·-- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- ~Concrete __ .Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel · __ Asphalt Concrete -- __ Prestress Cone . __ Roofing -- __ Pile Driving __ . Reinf. Steel --· __ Fireproofing __ Steel. __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon .(PT Strands) -- __ Soils Technician · __ Other --·. __ Batch Plant __ Other. __ Bolt Pull-Out ___ Other-· -- REMARKS t1Q1 LC-?::7:S · a 6-,) ,?4, iA D <::r, Ci'-,.) ff: ' L<, 2 \-i':Y7 ,-:r:: M V: ¾ PROJECT (Name) kl-iCrzQ L-&N'S> (Address) Ca g_.c s.~ ti t;:. QA 1 REPORT NO. OS'?· 707. 01 -_{<at;fr': Building Permit No. --2 ...... 8~--b ..... "2--=<-~--------- Plan File No,-~--------------- Govt. Contract No: _____________ _ OSA or OSHPD #~----------------'-- Other JM"9-C,1 NffUON MATERIAL DESCRIPTION INSPECTION CHECKLIST .>c1linf.: Rebar ~~I~·~ ~-o li-C . J )<-Plan & Specs __ Rinf.: W.W.F. ~ Clearances _._ Rinf.: Tendons -2= Positions ~ Cone.: Mix #/psi 11,§!,!,2-~coo -,>:Sizes __ Cone.: Mix #/psi ~Laps __ Cone.: Mix #/psi _. __ Future Continuity #/psi _ Grout:Mix,#/psi ~ Consolidation -.. _ Mortar: Type/psi _ Mortar Batching _._ Units: Block. _ Electrode Storage _. _ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking . __ Electrodes __ Fireproofing ._._ Other _ Corrective action required __ _. _ Corrections completed TJ:t ,r , m A:b I I\ , iA-:Q o c--) Pu ~LI L . J-, l A c c£i:) }> C 1 t?--I I\.) I,:;, IUt-)7, $ o ,d CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME \/ taYLc-::l½,... t '?-<:ITl:fYY> .;:> r-J CERT. NO. (SJ Be oq £:>1 -?28 (Print Clearty) ~ INSPECTORSIGNATURE ])~ 2 1:2_.L\....__ DATE __ .___,?'---__,__/"""G_-_c_t-''S ___________ _ PSI-B-900-170(2) . ' l ' •1 Environmental • Geotechnical . ' Page_1_ot__L .. Construction Consulting • Engineering • Testing INSPECTION REPORT PROJECT (Name) U6ckd CLIENT_.=LE ..... -...... G-0.._ __ _ DATE, __ '-f._.._-..a,c2.::;..:::;0;.._-_'f!_,___ __ (Address) ·~ G,ti>JM'l> , ~' Architect. _ ____.H__._ __ Qc....-,"K. __ . -----'--------- r o REPORTNO. .ttoLoz_ -51~/-5 Building Permit No. -.,---'2,_,..!f"'--·_.4z1eaZ .... -'-3L.-____ _ Engineer rfl1t'l'fc ~ -Y Ma~Li~ Plan File No, .... -______________ _ Govt. Contract No.---'----'-----.--------- Contractor. £r:;_T2.J.)Pr£dS :&,Cr$ , OSA or OSHPD # · [ · ~-j- Otner .Ttvu+q1~14-f;4:0 -/2.kJ. _r.;,;,kJ .. INSPECTION MAT'L SAMPLING .QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _. _Concrete Cylinders --_ Rinf.: Rebar ___LPlan & Specs _OSA _ .. __ Cement --__ Rinf.: w.w:F. _ Clearances _Specialty _ Mortar Samples --_ Rinf.: Tendons _ Positions _Mechanical ___ Grout Samples _ Cone.: Mix #/psi ....Lsizes _ Electrical __ __ Masonry Prisms -·-·_ Cone.: Mix #[psi _Laps _Roofing _ Masonry Block --_. Cone.: Mix #/psi _ Future Continuity #/psi _Concrete _ Fireproofing --___ __ Grout: Mix #/psi _ Consolidation ~asonry _ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batchiog _ Struct Steel ._. _ Asphalt Concrete --_ Units: Block / Electrode Storage _ Prestress Cone __ Roofing --_ Units: Brick __ Torque Applied _ Pile Driving _ Reinf. Steel v"' Steel #;1.hJ. Fl 3/.2. _ Fireproofing _Steel --, ~H.S. Bolts .11-5,m /1. ::lzS' A/ . .:: ~ _Waterproofing _H.S.Bolts --_ Metal Decking - _ Non-Destructive _Tendon {PT Strands) ---tLElectrodes ~7'4t:,,t;' 7J;J. JG1' _Soils Technician ,_Other --_ Fireproofing . V" ~orrective action required __ _ Batch Plant _Other· ~Other lt,fZ_wt i!J::.sv-z::. B _Bolt Pull-Out _Other --_ Corrections completed REMARKS, If/A. /rhfe : }41S/CfU> B. l¾b?.rS &"f. (,Dr;; J;"l.. i~ .. b£-P-CR Ee.A ,,~,es · · ,Z:~:!r!Js 1';:!, :;}~ '!Jf::1J!1J~:;•,. f_ CERTIFICATION OF COMPLIANCE: To the best of our knowle<;fge, all of tlie reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME bl4-n :-istr:r"' A"-Q ~-z g INSPECTOR SIGNATUR,J:)a., ~~ PSl·B-900-170(2) . DATE ____ t./_,_-__,2=-=C_-_j4--~------ Page_1_of~ INSPECTION REPORT CLIENT---,1L.._.::o,1c.....,G,__....,.Q,c.._ __ _ DATE __ L/._-_.2~1_-_-f'""-'_'<[ __ _ Architect __ _,_/-1......,_ .... 0........,f:,..c;_ ___ --'--_____ _ Engineer_.,._flh~-l'-,,IJZ~t""""'w-.~ __;;-1-_/?ta--"--<..'c::L.A.zi ....... c..:::V=-· -- Contractor._3__,_,_,_-e:2,..,___..,.VJ__._,,_,A._.J;>.....,.d .... ,~-~4-'._rv-lt"J .... _ i..;5;,._...., __ _ INSPECTION MAT'L SAMPLING QTY _OSHPD _. _ Concrete Cylinders -- _OSA __ Cement -- _Specialty _ Mortar Samples .. _Mechanical _ Grout Samples· _ Electrical _ Masonry·Prisms _Roofing _ Masonry Block -- _concrete __ Fireproofing -- _Masonry _ Units (block or brick) --v"' Struct Steel _ Asphalt Concrete . ' _ Prestress Cone __ Roofing -- _ Pile Driving _ Reinf. Steel _ Fireproofing _·_Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive __ Tendon (PTStrands) _Soils Technician _. _ .. Other -- _ Batch Plant ___ Other ·-.-·- _Bolt Pull-Out _._Other -- PROJECT .(Name) L,:.t_; l? /t'¼ 11 d (Address) ______________ _ GJ?kBl4'/>. U:·t I REPORT NO. _ ___,'7,_6=--2..-0 __ :Z,...._~_5;_/...._7,"'""":,6 __ Building Permit No. ------'-q.L..A.Og>._-__..C,.._z.--.S::: ______ _ Plan File No.--~---------------'--- Govt. Contract No.----'-----'---'------- OSA or OSHPD # , · · ~] Other T 1'1"\.47; t7~ & ""' --,5::.sJL C~te.> MATERIAL DESCRIPTION INSPECTION CHEC.KLIST _ Rinf.: Rebar ~ Plan & Specs __ Rinf.: W.W.F.-_ Clearances _ Ririf.: Tendons _. Positions ·_ Cone.: Mix #/psi v"' Sizes. _ Cone.: Mix #/psi _Laps _ Coric.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block v"' Electrode Storage _ Units: Brick _ Torque Applied _Lsteel JISn,,f ~ 6 _. H.S. Bolts _ Metal Deckjng . ~ Electrodes ~e,r~ ,,.,,1;_c _ Fireproofing . ./ Other 4f5Tm ·-;,~~. ~orrective action required __ ._ _ Corrections completed REMARKS · T.pspec'1ed +/, i: we kf,;,,J ttJ£ 6/c. .albwt°J t!o~ udio~ Sj • ' p.+ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless ottierwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF:i)~ (Print Clearly) ~'~~~~;.~R SIGNATU~ q ?a, -0-- cERT. No. 7cBo -tt $7<>l DATE,-,...,-.,---1:::l-~~2,_~\--__.:1.........a~~----.,--- Inspection Date Professional ·Service Industries, Inc. American Engineering Division . . INSPECTION REPORT Inspector's Name---:!~~=.~-\==-~=~~:::::.._---~- Ps1 8·900-171 Page---2.of_L.. . Page_1_ofk INSPECTION .REPORT CLIENT_.-/.....,, 6.__--"""'6 ...... 0..__ __ DATE __ i_/_-_-2_/_-~9~1[ __ Architect __ _,_H_,__-=O'--""IC,"'"-'-. ________ _ Engineer___,rY/c....,:.....,....q.lf._,._~..,_,ft"!"~=-· _.._,:-L..,;f(/:....µ::i.-,.i:,,,,2 ..... i-'-':.v"""'·,:__~-- Contractor. __ '13_. ---=£='!=l-~"""'4;...&.,L:xd,,_.____,l3_. "'--""ii! .... O ..... S-'-'-. __ ___ PROJECT (Name)_""""L...:..a,c""""'Go"""""""/4"""" ...... >1~c/.,__ __ (Address) ______ ....,....,_ _ __,,,._ Uz6~11,,ra. REPORT NQ. ___ 7,.__'C> ____ ~=c-· .,.__z=----=-5;_,_/.,.,.....l~il'--,--. Building Permit No. _______ '7-4---1-E.__-_._.(.<J.,.__ __ z......,3"'--___ _ Plan File No. ________________ _ Govt. Contract No.-----------"------- OSA orOSHPD # ·. · 7 1 Other -:::C.YY1&?f Mihon ... 4Joi/:L {ompk· INSPECTION MAT'LSAMPLING QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD --. Concrete Cylinders ---. _ Rinf.: Rebar L Plan & Specs _OSA __ Cement --_. _ Rinf.: W.W.F. _ Clearances __ Specialty __ --Mortar Samples --_. Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples --_ Cone;: Mix #/psi. /sizes __ Electrical ___ -Masonry Prisms --_ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete · __ Fireproofing ----_ Grout: Mix #/psi _ Consolidation _Masonry ___ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching Vstruct Steel __ Asphalt Concrete --·-Units: Block . . X1ectrode Storage __ Prestress Cone ·_. _Roofing _ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --~Steel. ~7",n .A-6"¢¢ "B __ Fireproofing __ Steel -·-_H.S.Bolts __ Waterproofing __ . __ t-1.S. Bolts --_ Metal Decking . . __ Non-Destructive __ Tendon (PT Strands) _L Electrodes iJ. ~"'!.t £"2og"I:, __ Soils Technician -.-. Other _ Fireproofing ... Lother J¾.S.r.rYt II 3 l-__ Batch· Plant __ Other -·-_ Corrective action required __ .. _ __ Bolt Pull-Out ___ Other -·-_._ Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of oµr knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers-the locations.of the work inspected only and does·not constitute engineering opin- ion or project control. INSPECTOR NAME ]) 19:Y) ]?,,_ tvl A-J e (Print Clearly) INSPECTOR SIGNATUR~ m Cy PSI-B-900-170(2) CERT. NO. ,Xe&; .:JI. <j~7t:JS DATE~ _ __,L/,._--'-2.....i.-/_--4-7i':.....__ ____ _ Inspection Date Professional Service Industries, Inc. American Engineering Division · INSPECTION REPORT Inspector's Name-J'.........,,;U....~W~~~~~L------- Ps1 B-900-171 Page ~of~ Page_1_of_/_ INSPECTION REPORT CLIENT__....,/.,c;]__,.,2G[)__,,. """----- DATE_~t,/~~-z__~_-_Cfl~------,-- PROJECT (Name) _ l G€::6!>+nd . (Address)_ ......... ---,------r--- ~~IWJ .. z;; ~ Architect __ ~l--/-t--Q __ ...... ,(_ ____ -'-----'------REPORT NO. --+-Z-="e>'-"'2.-..0......-Z----------=5,'---'/'--8--'/3_ Building Permit No. ___ __.q_,g_'""'_ ~.,;.0=4:=---S:"--___ _ Engineer__,_yV/..__._.A:f_._1..._.___z:U-=---_,_cf __ m__._.l't<-==·eC ............ J ~_.;;;.· -~- Contractor._TI~ __ t;KAJ-=-<-. ~~ ..... -__ -...... _,5_-_·J;j-=--"-D..o---'='-'·s__,_, -- Plan File No, _______________ _ Govt Contract No.--~------------ OSA or OSH PD # · =J;. • . _ Other I mAJIPJ :,;__;;;;; ~ s $.;utL INSPECTION _OSHPD _ OSA __ Specialty __ Mechanical __ Electrical __ Roofing· _Concrete __ Masonry V Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING _ ._Concrete Cylinders ___ Cement ·--Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt-Concrete· __ Roofing __ Reinf. Steel _. __ Steel _. _. H.S. Bolts __ Tendon (PT Strands) __ Other __ Other .... -____ _ __ _ Other_-'--"'---- QTY MATERIAL DESCRIPTION ~SPECTIO!'J CHECKLIST __ =_ ·Rinf.: Rebar __ ~---_ Plan & Specs _____ _ ____ Rinf.: W.W.F. _ Clearances ____ ...,.-__ ___ _ Rinf.: Tendons _ Positions _________ _ __ _ . Cone.: Mix #/psi 7 Sizes _______ _ ___ _ Cone.: Mix #/psi _ Laps ________ _ ____ Cone.: Mix #/psi· _# Future Continuity #/ps._· __ _ _____ Grout: Mix #/psi, _ Consolidation ___ --....c..... _. ,-. __ Mortar: Type/psi _ Mortar Batching ____ _ ____ . Units: Block L. Electrode Storage ____ _ ~~.,---'----.-..-__ Torque Applied ____ _ __ · ~ H.S. Bolts-,L'4-U=::..LJ'--'<.ll<~-L--r ___ · · v' Metal Deckingd.,~ll.4~~~ _._ ~Electrodes~~-..k......,~~11.q ___ Fireproofing _ . __ · ~ Otherd:tr@ /{3k _ Corrective action required __ _. _ ----,-----------_ Corrections completed __ _ . . · ~{~/~aq;~~~£~~: ~~: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the rep9rted work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMED -Etn 7?ftm o/ ~ INSPECTORSIGNATURF~~ PSl·B-900-170(2) DATE..,...._ .,---Y+---'-2.,..,2=---~...,._..,_ _____ _ Page_. 1_of 1 ,INSPECTION .REPORT CLIENT____,L ___ c_a._o-,--___ _ DATE __ 4_._--'2=-3----cfi------ Architect __ ±t.__._0......,t:..=-------=-------,--''-,----'- Engineer _ _._VV)_~a::~~~-~~~..,..1>:~~ffi~.,...ft-"'gf,.__,__.._I ~'-'------'- Contractor._~--·-~=l.~_..·.=Ri;~Js~_,.}?_·_~=t;,=~--~· ___ _ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders _OSA __ Cement __ Specialty _. _Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- _Concrete -·-. Fireproofing --__ Masonry __ -Units (block or brick) -- ./ Struct Steel _. _Asphalt Concrete -·- __ Prestress Cone ___ Roofing -- __ Pile Driving ___ ._ Reinf. Steel --· __ Fireproofing __ Steel -- __ Waterproofing __ . H.S. Bolts -·-- __ Non-Destructive _. _Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant . __ Other __ Bolt Pull-Out _·_other -·-.- PROJECT (Name) G:!.ryol funci (Address) ___________ _ c~lst?eD I C~-. REPORT N0. __ 7~o'--"2 .... 6=--2--"'_5_;9J3 __ _,. Building Permit No. ___ 4 ..... '2>---_~=...;2=-3...__ ____ _ Plan FiieNb.---------~------ Govt. Contract No.--------------- OSA or OSHPD # · ~ [ /,- Other. .°TL'Y)~·t,1,q/q:n,,-~ ~fe.\ MAT!=RIAL DESCRIPTION ~SPECTION CHECKLIST ' ' I _ Rinf.: Rebar _ Plan & Specs ! ! _ Rinf.: W.W.F. _ Clearances l __ Rinf.: Tendons /positions I -. _ Cone.: Mix· #/psi ....L.sizes I _ Cone.: Mix #/psi __ Laps j I _ Cone.: Mix #/psi _ Future Continuity #/psi l ·_ Grout Mix #/psi _ Consolidation \ _ Mortar: Type/psi, _ Mortcir Batching _ Units: Block v' Electrode Storage .. _ Units: Brick _ .. -Torque Applied ' V Steel ~, M. A£a:o '.::B ../ H.S. Bolts w;rY"\'! A'=''.>~ A. l JL_ Metal Decking 11:St!".b t1 'ilfle .JL. Electrodes ~!,i. 1 £:ZQ~K,. ,_ Fireproofing ../ Other A:<,. T t'Y'2 t4 3 lo ·_ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To tne best of our !mowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME"})~ A<z.. J< '~ INSPECTORSIGNATUR~~ PSI-B-900-170(2) . cERT. No. rc.ro---=fq<c,7037f> -;t 3~; DATE...,..-,--lf....1----=2.=--3!.--_,Cjµ.?{-'-------- ' ,. ' Page_1_ofj_ INSPECTION REPORT CLIENT___,j__--=£:c...;'2,~0.:;.._ __ _ DATE __ o/.._-~2-.....'/_-___._'?_..,.Z,'----. __ Architect __ -1-;/_,__ .... 0c.,... ~IL_,__. --"-"-------,--- Engineer~. __ (}1,~t!::fl ...... =-1f. ...... A.)-=· '-----"9:----"-/'fJ---=--,-,1= ..... ~~.'~--=~c..=·a...-......-~ Contractor_....,:R"-"""-~££"'-"·2.cY=·~· '14-c.=,..-=~=d=-·-~~. ,:J1's... ..... 0$.~-- INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concr~te Cylinders -- _OSA _Cement -- _Specialty _ Mortar Samples -- _Mechanical _ Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing . _ Masonry Block _Concrete __ Fireproofing Asonry _ Units (block or brick) -- Struct Steel ___ Asphalt Concrete -- _ Prestress Cone --· Roofing _ Pile Driving -. _ Reinf. Steel -- _ Fireproofing _Steel -·- _Waterproofing .--_ H.S. Bolts _ Non-Destructive ___ Tendon (PT Strands) _Soils Technician ___ Other -- _ Batch Plant _ Other -- _Bolt Pull-Out _Other -- REMARKS PROJECT (Name)___.l,,,,.,t"'..-...., _G¢ ..... ~/4~H--x::;.,....£L,..:::d"'---- (Address)__,.___._, __ --=--____ ___,,...,. ?kdssJtlJ ~ , REPORTNQ. ___ 7_0 ..... 2-U?."'"'e_ ___ -_S_:,,28 __ ~..,../- Building Permit No. ___ Cj_,_f:~-: .... l/F-, _z.,_.:S:,.c__ ____ · _ Plan File No. ___________________ ___ Govt. Contract No.---------------"-- OSA or OSHPD # -;:::r tr~ 1 Other.-.:Tm4_. °t{11h&ll r Soo& c;;_/J~ T I MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar V"' Plan & Specs -.-Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions ___ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi _Laps ___ Cone.: Mix #(psi _ Future Continuity #/psi .-·-Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block r Electrode Storage --Units: Brick -_ Torque Applied _i.CStee1 As'.[m A~o-t3 ....... H.S. Bolts :/l!sx._,u_ h.!2.S- .V"' Metal Deckin,s.~~.y~ V-Electrodes 4: -tJ _ Fireproofing ',q.iGa VOther AS'TM _ Corrective action required ____ _ Corrections completed ~.;u...i~ ;o~ecfd ±be 0?eld,fj o~ fl,~ Glb.:ii(\j Can11ech;.,.,s CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the lo9ations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME :D 8-:n ·:gft-rnf}S,E (Print Clearly) INSPECTOR SIGNATURF ~ ~ PSI-B-900-170(2) CERT. NO Tc.M J"if/l:8t Sb-:# ~ s I DATE....,......,. _ _,_t/_--"='2)-/__._·-_Y_,_f.,.__ ____ _ REPORT OF CONCRETE COMPRESSlON TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES ·INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT:· LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 April 06, 1998 REVISION #1 OUR REPORT NO.: 059-70202-456 LOCATION OF PLACEMENT IMAGINATION sourH COMPLEX I s GRADE BEAMS OF COLUMN FOOTINGS PERMIT# 98-625 DATE PLACED March 25, 1998 SUPPLIER TIME 09:30 am DELIVERYTICKET NO.ffRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 58 WATER CONCRETE TEMPERATURE, °F 70 FINE AGGREGATE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY March 26, ·1998 COARSE AGGREGATE PSI\DEREK PETERSON ADMIXTURE NELSON & SLOAN TEST AGE DATE OF COMPRESSION TEST RESULTS · ASTM C39-94 TOTAL CYLINDER LOAD CYLINDER COMPRESSIVE STRENGTH NELSON 522 & SLOAN IDENTIFICATION DIAMETER AREA NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 16691 A 7 04/01/98 88000 6.00 28.27 3110 Cone 16691 B 28 04/22/98 111000 6.0Q 28.27 3930 Cone 16691 C 28 04/22/98 121000 6.00 28.27 4280 Cone 16691 D SPECIFICATIONS 28 3000 REMARKS: ~ Cylinders made by PSI representative. Cylinders picked up by PSI X repiesent~tive. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractor's representative. ALL CYLINDERS CAPPED ~ Test results do not comply with __ Cylinders delivered to~ O· N f" / p1af~'ecifications. IN ACCORDANCE WIT~ ASTM C611YnMS TECHNICIAN: DEREK PETERSON Respectfully submitted, Professi,;,nal Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.k., CITY OF CARLSBAD S-awf.(J, /;~ THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J YAN, RC'f/ DISTRI MANAGER V Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 06, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-460 LOCATION OF PLACEMENT IMAGINATION NORT~ COMPLEX' S RADIUS COLUMN FOOTINGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD· DATA SUBMITTED BY MIX DATA SUBMITTED BY March 27, 1998 ·01: 00 pm 4 59 70 March 30, 1998 :PS.I \DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 522 N.OJE:..AeeLICABJ.E.ASIM.llIAl'ID.llBD.S..llliLESS..Qil:IERWISE INPICAIE~W~iQa:..AlB..CONTENT· C231-91 b"IEMPERATURE· C1064-~6193}· CAPPING· Cj 231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16692 A 7 16692 B 28 16692 C 28 16692 B SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYUNDER DATE OF LOAD DIAMETER TEST (LBS.)· (IN:) 04/03/98 65000 6.00 04/24/98 95560 6.00 04/24/98 92000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders-picked up by PSI X representative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2300 Cone 28.27 3380 Cone 28.27 3250 Cone 3000 Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative. ALL CYLINDERS CAPPED Tesrresulls do not comply with IN A:==·::::eottF"(5RMs TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Respectfully submitted, <::::f:!essi~nal Service Industries, Inc. ~JI-~ DAVID J ~~, Rey/ DISTRIC~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of -I- 'NSPECTION REPORT cuENr____.L __ e, ..... ~....._.A--__ _ PROJECT (Name)_U!G----=-...... 6 ...... /f--1.14:!\~-=-J--__ DATE __ lf~-~2_7 __ ~------------(Address) r Cl4-Pk~A-D e Li±: . 7 Architect_··"_ ..... t/.___.._O=-"""'b=-·---'-------------- Engineer YY/JtW2..~ c:/: /il~-u' Contractor._...cB~,....G---72J...,,,-21-.1.·t?-£+--_,,J,.._.S,..,:....,_-~,.,_,,-..,.·~-l.,L...;:·__.... __ REPORTNO. '702CJZ -S3C Building Permit No. 9,g: -Co ZS: Plan File No, __________________ _ Govt. Contract·No. ______________ _ OSA or ~HPD # ... .· · ·;:;;tr ~ · Other /.Nit(6tnA-lt;;, :--S4'1.-u.Jk ~4 INSPECTION _OSHPD _ OSA _Specialty _Mechanical _ Electrical _Roofing _concrete _Masonry Y"struct Steel _ Prestress Cone _Pile Driving _ Fireproofing _Waterproofing _ Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out MAT'LSAMPLING __ Concrete Cylind!:!rS _Cement __ Mortar Samples _Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofing _ . Units (bl®k or brick) · _. _ Asphalt Concrete __ Roofing _ Reinf. Steel _Steel _H.S.Bolts __ Tendon (PT Strands) __ . Other __ Other ____ _ _ . _Other ___ _ QTY MATERIAL DESCRIPTION . INSPECTION CHECKLIST ____ . Rinf:: Rebar __ ~---i/'Plan & Specs _____ _ -·-. Rinf.: W.W.F, ___ -'---__ Clearances _____ _ -:-_. _ Rinf.: Tendons _ Positions _______ ! _____ Coric.: Mix #/psi -tL Sizes ________ ! ·_ Cone.: Mix #/psi . _ Laps _______ _ _ . __ Cone.: Mix #/psi ___ Future Continuity #/psi, __ _ _____ Grout: Mix #/psi.. _ Consolidation ____ --'~ ____ Mortar: Type/psi Mortar Batching ____ _ ____ Units: Block 2 Electrode Storage ___ _ ___ ._ Units: Brick '? _ Torque Applied ~teel /4-tHA ifSoo Q --------- --_L H.S. Boits it$Ti"12 'SZS: N ./ Metal· Deckin_a~ lt'titl, --'_AL Electrodes ~,6.jG)('. S'w<cS _._Fireproofing __ .,.--'----- ,/ Other HS;m fr;~ .,,,,,. Corrective action required __ --"----------__ Corrections completed __ _ he,/nr, 0ef;, e . v~,eus -'!6CA-1itn1 s .. e 120o-f' ~' /l3, A dei; i& "RF'lf' '.ucf ~¥----th;,;. C'.frhd;JL,;,,,, ~ ::fk 5~~&pi:.C, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations of. the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME~J?A::M ~9 ~~M INSPECTOR SIGNATUR~a012.... C=)J PSl-8-900-170(2) DATE _ __,... __ '-/.,_-_2.;;;..7_---';<g'-=-------- Page_1_of _J_ IN$PE0TION REPORT CLIENT Le_<;o DATE __ Lf,_-_Z.:_:'1.._,_-_°1 ........ )[....______,__ Architect_ ....... J--:_]~O----..... K-------,------'--.;,- Engineer fY/*1Z-Ti O -t. fY7&.:fz ~ ; Contractor=:ls8?.tJ&£ctS, ~}!)~- INSPECTION .. MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --- _OSA __ Cement --__ Specialty ___ Mortar Samples -- __ Mechanical · __ Grout Samples · -- __ Electrical __ .Masonry Prisms __ Roofing __ Masonry Block -- _Concrete __ __ Fireproofing --__ Masonry __ Units (block or brick) -- 1Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Hoofing -- __ Pile Driving ___ Reinf. Steel --__ Fireproofing __ Steel -.-- __ Waterproofing __ H.S. Bolts ---- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other --__ Batch Plant __ .Other. --__ Bolt Pull-Out __ Other. -- REMARKS PROJECT (Name)_L;:_-._ffi~l ...... % ........... ""'"'d ___ _ (Address) ._ · yr (<~(~~,~ REPORT NO. 702 02. Buildi~g Permit No. '7'3 -t23 Plan File No,----'-------'---------- Govt. Contract No.-'--------------- OSA or O~D # :::l::,. fl-~ Other . lir.!t<]l>\A-ft;;-vM':Ji ;.;;p MAlERIAL DESCRIPTION INSPECTION CHECKLiST _ Rinf.: Reb~.r ..,, Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Ririf.: Tendons _ Positions _ Cone.: Mix #/psi ,/ Sizes ___ Cone.: Mix #/psi . _Laps _ .. _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching ___ Units: Block .,,; Electrode Storage _. _ Units: Brick _ Torque Applied ./ Steel ~m /J tm.b 8 jY . _H,S.Bolts _ Metal Decking . / Eiectrodes £10.t"L ht'"--$ _ Fireproofing L. Other _ Corrective action required __ _ Corrections completed -· \)~~I ~ ,n~Te..d ±be wdd<½ d' .fl:,..· ~/l,,.,1/>d Crmtvril~s CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the ·locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF J)J4:n~'47£ (Print Clearly) ;~,~P,~~~~R SIGNATUR.:2:>c; 7:.~ CERT. NO. 7CRC .:// 'f8 26 3 DATE," .. , '-/-2? -'7S{ Page_1_of~ INSPECTION REPORT CLIENT_L=--"'~"---'~-O'-----'"---'--- DATE_~f'.--=--26':,_-_'7_,__.._? __ PROJECT (Name) /cf;Q l11tn d (Address)---=--------~ Cm~ls Be-4 a. Architect __ d......__.a=-----/C-=--------'---'--'-----'--- R~POATN0.~.--7~0~2~--o~z~~-----=:.5::.-=~~:::.· Building. PermitN9. -----~, ...... K'---..,.c;"'-'z ... ··=s: _____ _ Engineer __ /d-'---'-"-~~=Al ..... · ~.,_ _____ ffZ........_,e...,·~--· ..... t.,,.,0 __ . ___ _ Plan File No·---'--------------- Govt. Contract No.-----"------------"- Contractor_'3 ____ W,J_,_=R:.!...l./?:=i),__"--Ci3. __ LL/2o""""""'-SL.... -----'--_;._ OSA or OSHPQ # • if Other Z,.,..:4=71tt-it~ -s;J'tv INSPECTION _QSHPD _QSA _Specialty _Mechanical _Electrical _Roofing _Concrete _ Masonry Lstruct Steel _Prestress Cone _Pile Driving _ Fireproofing _Waterproofing _ Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out REMARKS MAT'L SAMPLING -.-. Concrete Cylinders __ Cement __ Mortar Samples _ Grout Samples .-Masonry Prisms :____ Masonry Block ·-. Fireproofing _Units (block or brick) _ Asphalt.Concrete __ Roofing ._ Reinf. Steel _Steel _HS.Bolts _._Tendon (PT Strands) __ Other _Other ____ _ __ Other __ ---'-- QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ -. -. R1nf.: Rebar __ ..;._ ___ ~Plan & Specs _____ _ _. ___ Ririf.: W.W.F. _ Clearances _____ _ --. ·_ Rinf.: Tendons _ Positions ______ _ -. ___ Conc.:.Mix #/psi L Sizes _______ _ _· __ Cone.: Mix #/psi _ Laps _______ _ __ . ___ Cone.: Mix #/psi _ Future Continuity #/psi, __ _ ____ . Grout: Mix #/psi _ ._ Consolidation ____ _ ___ . __ Mortar: Type/psi _ Mortar Batching ____ _ __ -. _ Units: Block t/" Electrode Storage ___ _ ___ . _ Units: Brick __ ~1:'-;...--;.-.... -,-= __ Torque Applied ____ _ _ ·_ ,/ Steel.,.._ ~11:,w. ~r.~7 .. ~-:_~'-1-C~l-l- -. __ ./' H.S. Bolts,.LJ..~=_u.s.=='2.µ ___ 4 Metal Deckin~ __ ~Electrodes.J.--~ . .LJ~4.~~~- -·-·-_._ Fireproofing __ ~~-- ---. 2other /fiSFYH m" _ Corrective actjon required __ -"----------__ Corrections completed __ _ 'Jsl:i~~f!±;+~f ~~='le!;:! ~A~::zt=:Sj CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all·ofthe-reported work, unless otherwise noted, substantially complies with approved pla11s specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMFp,9-n~~ · . INSPECTORSIGNATUR~~ PSI-B-900-170(2) CERT.NO. ICP0-#98703 DAT~.,.,., .. ,.,.,...,,...--L ..... /_--'Zi,'-=-_-__.Cfi''-"'------- I. . •I Professional Service Industries, Inc. · •. · American Engineering Division Page Z...ot-2., INSPECTION REPORT Project Name (per plans)-..&....Clc6<J~.~.L-"-/~__.__-J,:e__~I"--IYJ,.-.~--,· r-(_;_"t--_~_trC,K-_• ____;,. ~=---J_Z_c;:"-. -'f--F--'--kf-__ Inspector's Name-~.....,{...l!C.'7-.f::=~~~~&.------- Ps1 8-900-171 l. ~ -;t-·";"'<-,·~-,~-;f~·~.... -l ,J,,,,.aJJ "Envimnmenta1 ·aJ,.g• Geotechn~cal •-~ Construction Consulting • Engineering • TestirJg Page_1_of L- INSPECTION REPORT PROJECT (Name) . L Ebe /Jt:yn d CLIENT~&,~'-'!!&~O=----- DATE_3/_-'-_IJ __ o __ q ____ g __.__ (Address) ________ ,---_ Ge.kBct\:b G: ·, Architect _ __,_H-+·~oc....,_,/C=-----------~---- REPORT N0. __ ?.......,,.6::....,2--=6"""'2,.___· ------'--- Building Permit No. ___ q--1-'·g._.. _-___..(..,.o....,,2 .... .$ .... '._----,-__ _ Engineer__._VY/~f-LA:ie.'-&--P-~l---l--'-'~=--g._,_·__,_(Y}~,.._/4i .... ~-~ :/I .... • a.· ··=~~.~'I?'_· __ _ Plan File No, __________________ _ Govt. Contract No'.--------------- Contractor._--~---~--="'~-~A:~x_d.-=--· .c--· _·E_· .c.121:)..c==---· ... s .... · --'----'--OSA or ,Q.§HPD·# :-------=; ~ • · Other ~A-,ll'\at;i;;. -}5t'WLL ~lt:r; INSPECTION MAT'L SAMPLING QTY MATE81AL DESCRIPTION INSPECTION CHECKLIST _OSHPD _ Concrete Cylinders _. _ Rinf.: Rebar . / Plan & Specs _OSA _Cement --_ Rinf.: W.W.F. _ Clearances _specialty · ___ Mortar Samples ---_ Rinf.: Tendons _ Positions _ Mechanical .-Grout Samples __ Cqnc.: _ i -psi Lsizes -_Electrical _ Masonry Prisms ·_cone.: /psi _Laps _Roofing ___ _ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _concrete _ Fireproofing _ Grout: Mix #/psi _ Consolidation _Masonry _ Units (block or brick) -----_ Mortar: Type/psi ~ortar Batching ..:£.. Struct Steel _ Asphalt Coricrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _Pile Driving _ Reinf. Steel LSteel /45T'Jf1. J'f<?To ,? _ Fireproofing _Steel vH.S.Bolts "'--A?2.i!:'/li -- _Waterproofing _H.S.Bolts _..,,,, Metal·Decking. /tSTM M'f'1 _ Non-Destructive _Tendori (PT Strands) ..,,,,;, Electrodes .i"'i't>t<X Q.et,e<; _$oils Technician _Other --._ Fireproofing _ Batch Plant _Other . ./ Other &Tm lf.3(, / Corrective action required __ _ Bolt Pull-Out _Other --_ Corrections completed .. REMARKS CERTIFICATION OF COMPLIANCE: To the be$t of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATUru.,~_.a...c:..-=J-'-+-.....I.--U!::9"!~'--·bATE __ _.7':_-....,30~_-.....,.7?'c.....=... ______ _ Ps1-s-soo-110<2J Inspection Date PSI 8-900-171 L ;,--Professional Service Industries, Inc. • _ American Engineering Division _ INSPECTION REPORT ~ 2-Page_~_ f_ . l' -, Envwonmental ,IJSI Geotechn~Cal •-~ Construction Page_1_of-1 Consulting • Engineering • Testi(Jg INSPECTION REPORT cuENr_L-=---w~E&t~ ____ o ___ _ DATE ___ '('_,~Za......,Cj,-,... __ -__.51.-=-· -'--' - Architect __ -1-H~o-·'-,.,U,/(_ __ ---'---,--------'------ Engineer___._/1':__,___2~tt--...t ...... -<.J~· ~o/--&--"-4-"M.._.,._..L..t_._..LJ __ ·~- Contractor. __ ~.-:;...-til..:.-.il"""""--"'"'H-Z'""'-~ ... ~-.___,_/5:=.....P .. · ""'o~S....._, __ _ INSPECTION MAT'L." SAMPLING QTY -OSHPD __ . Concrete Cyiinder~ -- _OSA __ Cement --__ specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block __ concrete __ Fireproofing --__ Masonry __ l;lnits· (block or·brick) -- ---1o!('struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel ---- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) ___ Soils Technician __ Other -- __ Batch Plant __ . Other __ Bolt Pull-Out __ Other -- REMARKS " PROJECT (Name)_kr.~~!=b:....o:../4~/4YJ~...!!:d....__-__ (Address)r . (~/sBitfD ~ REPORT NQ. __ ~2 ..... a __ -_2_0"--z=----~_3__,,;5!__. Building Permit No. ________ (a.___---4?-2..~3 ___ _ Plan File NO,---------~------- Govt. Contract No. ______________ _ OSA or OSHPD #---.---r-:-----__,,tJ-r-1-' -fr--- Other 7 111:A:7' r't 4-J;o Ko ·-ibJ-L lo-e""-J> i MATERIAL DESCRIPTION ~SPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _. _ Rinf.: W.W.F. _ Clearances ____ Rinf.: Tendons / Positions I I __ Cone.: Mix #/p!li _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _. Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching I _ Units: Block ./ Electrode Storage I _ Units: Brick _ Torque Applied · ./ Steel lkrM t:1$1,2Q 8 ./ H.S. Bolts .~ -A~;,__~A, L. Metal Decking A<.rm J4 'I',~ . VElectrodes £!:J!:,ivw..,1.e.s. I _ Fireproofing -I /other tA?rm A 3f.t_ _ Corrective action required __ ! _ Corrections completed • , \{,s'-'-AUCT i;..<zf!..ep-f;..J ±be. t..:>dd.,:...3 cf +k _{i,lfow1~ (oc,,,.t~s; CERTIFICATION OF COMPLIANCE: To·the best of our knowledge, all.of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM• }),+-,-, k tt1(2 INSPECTORSIGNATIJRF na'.;d~ PSI-B-900-170(2) . - CERT. ~o. :Icao ~ '-r"$7D) DATE~ __ _._'-{_-___ 2 __ o/_,___-_7'?J ________ _ --"l~ _. ~- Page_1_of _f_ · INSPECTION REPORT CLIENT IL.razo DATE L/-3a-c:;<? Architect __ -+fi-·~O_il._~------'---------- Engineer___,.rYJ1-1-.u~~--=1-1lc.i.~..,__?f--_.r/}t..L,...,j'-'· 1+12=....._jz.1..+-1, """~· =-------'-- Contractor._~__.__."-E:2~t ....... l&'-L.J.,:,,Rcf_,_._.5,.._· _3.:,,c:....e,~........,6~-- INSPECTION MAT'LSAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA __ .Cement -- _Specialty _ Mortar Samples _Mechanical _ Grout Samples -- _Electrical __ Masonry Prisms _Roofing _ Masonry Block -·- _concrete . __ Fireproofing -:- _Masonry _. _ Units (block or brick) -·-·- Lstruct Steel _ Asphalt Concrete _ Prestress Cone -. _. Roofing .. -- _Pile Driving _Reinf. Steel _ Fireproofing _.Steel -.-·. _waterproofing _ .. H:S. Bolts -·- _ Non-Destructive . __ Tendon (PT Strands) _Soils Technician --. Other .. _ Batch Plant __ Other _ Bolt Pull-Out __ Other -- PROJECT (Name)_l,_.<:'-=G,.._.C)_,.. _....b~ ..... J __ _ tAc;ldress)_--=---,-------,.,.- C+g{5B J4D a. REPORT N0. ___ '7""""0~2_6_'2.-=----~_"3_c:...a_.,., Building Permit No. _____ 'f--L--"'2=---'1"'"'2.=--;S,.__ __ _ Plan Fil~ No, ____________________ _ Govt. Contract No._.------~------- OSA or ~PD#.... . :L ~ . 77- 0ther ·J.mA:71J1~(U:Jfl--N~ ~n . F · MATERIAL DE$CRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar.' i,,"' Plan & Specs _ Rinf.: W.W.F. Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi / Sizes ._ Cone.: MJx #/psi _Laps _ Cone.: Mix·#/psi . _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation . _ Mortar: Type/psi _ Mortar Batching _. Units: Block L .Electrode Storage _. _ Units: Brick _ Torque Applied _L_ Steel 1/S{M A_~· a 2°H.S. Bolis -Asf hi A,-,_z_,:: N .,.J,L Metal Decking .,fg'm _d'i:¼''2 ....Jttt:,.. Electrodes ~ Zl!l.XX. _ Fireproofing / Other Asrn1 /1' ~(e. _ Corrective action required __ _ Qorrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless oiherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · IN_SPECTORNAME P/4:rt ~~E .. (Print Clearly) . INSPECTOR SIGNATURF ?4a:z.-4'jl.. PSI-B-900-170(2) • DATE..,. .. ____ 3/-'---....:::'3'--t:>_-....Lo/'8-=------- . ,~--ii= ·Page_1_of-f-• Construction Co~s.ulting • Engineering • T~sting INSPECTION R~PORT PROJECT (Name)_Lc."""· ~670o::;....-£.f-t.--"~'L~=--- -(Address)_---,=--:-------- CLIENT Lc:;G,t;, DATE_____,s-:~~/'----9_._tl ______ _ Architect __ ~/-I_D ____ /t. __ ~""-"------'----- Engineer_f/'tt'-"--...,..~-.....,-t-....... .u ...... · _i-,-·~--"--'-'~'--'=-i:--'-/=~'--· ____ Contractor._~~--e--=Z=--Vl"-"&.~-'-----. ~·15J-...... 140=--'-'--5 ____ _ , INSPECTION MAT'LSAMPLING OTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement --__ Specialty ___ Mortar Samples --·- __ Mechanical __ Grout Samples --_ Electrical __ Masonry Prisms __ Roofing __ Masonry Block --·- _Concrete __ Fireproofing _Masonry __ Units (block or brick) --v"' Struct Steel ____ Asphalt Concrete -- __ Prestress Cone __ --Roofing . --__ Pile Driving · ___ ·_ Reinf. Steel --__ Fireproofing __ Steel __ Waterproofing _._ H.S. Bolts --·- __ Non-Destructive _. _Tendon (PT Strands) ---- __ Soils Technician __ Other --__ Batch Plant __ Other --· __ Bolt Pull-Out __ . Other. -- REPORT NO.---=-_.______,=------+------ Building 'Permit No . ._;,_----'-=-----=---=--.-....'""""""- Plan ·File No·----'"-------------- Govt. Contract No.--------------- OSA or~PD # .... · ;;t=. · , ~ Other '_ll1'.':*7 l"'4}tl;;, s~ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar .L,. Plan & Specs __ Rinf.: w:w.F. _ Clearances _ Rinf.: Tendons ~ositions __ _ Cone.: Mix #/psi . izes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi ·_. _ Grout: Mix #/psi . _ Consolidation _ Mort?r: Type/psi _ Mortar Batching __ Units: 'Block .. L E!ectrode Storage _ Units: BrlcR Torque Applied ~Steel ~ /:',-.1 J"S' ..,,,,,-H_s:B;lts~'t°J" l~~C- _ Metal Decking lL._ Electrodes {;{;p/};JC ){. __ Firepr~ ____ Other ;r"-m IE:5ea· . _ Corrective action required __ _. Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowleqge, all ofthe reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAMEpf4::,c,-~~ fl ~~r· INSPECTOR SIGNATURF~~ PSI-B-900-170(2) . > cERT. No._I2~B~t1.._#c___,__9-=-g,...;.._7a--'-3--=-'2P-o-L--=#--=· 5~5:~l - DATE____,.-=---5----~ 1.___-_1( ________ _ ~ . -, Environmental IJSf Geotech~~c_al •-3 Construction Page_1_ of -1:::. Consulting • Engineering • Testing INSPECTION REPORT . CLIENT _ __.L=_ --=~=-· )-r-=Oa....' ------- DATE-~7~·_,7,_-__.-l~'i"~-- Architect _____ H ............... Q__,t:,_.=-------'-----'------'- Engineer _ _,,ffi"--_A:f' ______ \ ~\ ~ V\_.. ___ 9::.....___r/1____. ...... A-IT-"-"-_,_..1 ..;::;-~_,,-.....____ Contractor ___ :B_t·,,,,,,.._~.._"'-'-'C _________ ---'-_ INSPECTION MAT'L SAMPLING QTY _QSHPD __ Concrete Cylinders __ QSA __ Cement --· __ Specialty __ Mortar Samples ·-·- _ Mechanical ___ Grout Samples -- _ Electrical __ Masonry Prisms _Roofing · __ Masonry Block -- _Concrete __ Fireproofing -- _Masonry ___ Units (block or brick) /struct Steel _._ Asphalt Concrete -- _ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- _ Fireproofing ___ Steel -- _waterproofing __ H.S. Bolts -- _ Non-Destructive _. _Tendon (PT Strands) -- _soils Technician _._Other -- _ Batch Plant __ Other --·- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name}_( ... c_, __ o ..... f-=~:....::. '-""· __ J_· -- (Address) ________ ~_ Cec,c.ts~ t\: 0 / IT . REPORT NO, __ --.-~ ...... o"-"z,..:C.o=-· ..,..z._=---- Building Permit No. _____________ _ Plan File No,------------------ Govt. ·Contract _No.--------------- OSA or'OSHPD #---.---:-. ---=--:--------=::,---- Other T ,-V..~\\l\kt--o+--... z:;pe.~I f Y\~ e s~Oid,1 . MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar -.01an & Specs _._ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _'Positions _ Cone.: Mix #/psi _Sizes _. _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _. -. H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ . _ Corrections completed =a~'l~ -tL c:.ue.t~ er _s~,l 1 ~~1 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the rep9rted work, unless otherwise noted, substantially complies with approved plans, · specifications and applicable sections of the building codes. This report covers the locations.of the w9rk inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME :i)~ ~ ~ INSPECTORSIGNATUR~~ SL PSl-8·900-170(2) 0 !c"R'o CERT. NO. 9g703 1 DATE _ ___,]'---_'7,,_-_'7 __ °'8 ______ _ Ji• .. .,.., Environmental . .,..,,. Geotechn~cal •-3 Construction Page_1_of _}_ · Consulting • Engineeriflg • Testing INSPECTION REPORT CLIENT_ ... fL=-~.........,.(l).____ __ -,-- DATE--+-i--7._,'--'<zc.....z? __ _ PROJECT (Name) u7·o !11tn d (Address) _________ _ 0:-Jsal4D ~ {),_ Architect-'--. __ _,_lj__.,_~C),:::_.c_;K::_=-=------------ REPORT NO. 7o 2. 0 L..: Building PermitNo. 91?':-?;,ZS Engineer_L-rY}'--r-"'dt.__ ............ ~ .._) ~q..~fJ-=-.'!J,_,_,t2_"--"'-t ...... -c.,c.0.,,_' __ _ Plan File No,---'---------,---------- Govt. Contract No; ______________ _ Contractor. __ 73 __ ..._.]s _ _,,C_~""---'------------'-----'-OSA or .Q.SHPD #,--'-·--,-_ -, -----.-...-___,,--,.,.._--j1i--- Other _·. I MA-jrr.A-7ilJ'4A S:~ +L ( ~? /e,,)< INSPECTION MAT'L SAMPLIN<;3 QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ QSHPD __ Concrete Cylinders _._ Rinf.: Rebar ~Plan & Specs _OSA __ Cement --_ Rinf.: W.W.F. ~Clearances __ Specialty · __ Mortar Samples · --_ Rinf.: Tencjons ___:_~sitions __ Mechanical · _._Grout Samples -·-_ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms --_._ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __ concrete __ Fireproofing --_ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block-or brick) _ Mortar: Type/psi _ Mortar Batching ..,...-Struct Steel ___ Asphalt Concrete --_ Units: Bio.ck L. Electrode Storage __ Prestress Cone __ . Roofing --_ Units: Brick IJ-~ I I? _ Torque Applied __ Pile Driving _,_ Reinl Steel --.,......Steel A-s-r 1:rJ. __ Fireproofing __ Steel -. _ H.S. Bolts __ waterproofing __ H.S. Bolts --_. _ Metal Decking . __ Non-Destructive __ Tendon (PT Strands) .,/ Electrodes,1~ ;§11! _.&:Jt5Y.jC __ Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --Y""' Other ./r$1)'!:1.. fr1l, _ Corrective action required __ __ Bolt Pull-Out __ Other. --_ Corrections completed REMARKS • . ..... , . '11s "-A-' I~ 1 n s~.J ±I.,. £1/..-f ,..,e kJ,.:..5 .,-£ IS t. ';, 3"x 1'::t ... CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the iocations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~&--~ <:)__ (Pm,~ INSPECTORSIGNATU~ > 4 PSl·B-900-170(2) 1.ffiC) ~ CERT. NO.----'°tL.l,2>.!..7..l:..:0~3~1~S--~~""'---"3'--5'"'-+-1---- DATE __ _..L'7_-_'7..,__-_9...L.......:~'-------- Ji... ·1 Environmental ..,s: Geotechn~cal •-"Construction Page_1_of_l_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT_ ..... L_~ ___ , __ :c ___ --,-- DATE __ 7_,_<t..c.-._-_9---'<g=--- Architect __ _.t:\:--\-_,,,O ___ --L:c=--·---------- Engineer_(Y] __ A-P~;t-~,_:___Q. ____ -4-yYJ__,_A-r._,_,,__~-__._--'--;_ __ _ Contractor. __ :g _____ }5....,.____,C__. ______________ -----"-- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing __ Masonry __ Units (block or brick) · L Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -·- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) -·- __ Soils Technician -__ Other -·- __ Batch Plant · __ Other __ Bolt Pull-Out __ Other ---- PRO.)ECT (Name) __ L .... c:::-1""'1-""o..__ ____ _ (Address) _ ___,_....-----'------e:=,--G-tz/~34b .(: > REPORT NO. 76 1.-0 ::z__ Building Permit No. 9 3' -'1 2. 3 .Plan File No·---~------------- Govt. Contract No.-~.,.------------------ . OSA0rOSHPD# -::7 Other .Tm~7:1vci~ -l\brif& Cbhp /~ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar / Plan & Specs __ Rinf.:W.W:F; _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _!!!:Sizes -. Cone.: Mix #/psi _Laps I _ Cone.: Mix #/psi _ Future Continuity #/psi ·__ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block V Electrode Storage _ Units: Brick _ Torque Applied ~Steel M,m 8.~'B _H.S.Bolts _ Metal Decking ./' Electrodes l:'l_cU <;";.£?i~ _ Fireproofing . v Other A<Tm A-U~ _. Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of out knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME n e--nR~ ¥ks:' Q w;E~' 6 INSPECTOR SIGNATU FL_ ~ PSI-B-900-170(2) .I t..'BD CERT. NO. erg 7tJ 3, DATE ___ '7-+---....._'R7_-__,_J..-°¥ ______ _ l -i Environmental DSI Geotechn~cai •-.. Construction Page_1_oLL Consulting • Engineering • Testing INSPECTION REPORT CLIENT_~L,_-z::_7-+-o~--- DATE_-s-7_-_<j.£---_9<......,"8 ___ .....,...._ Architect ___ H.__._ ..... Q'"'--_ '"""'/c_=-_,--~--'------- Engineer____./dt--..J.._,_14--_~,__._1;:...a,~"'---';.______ . .c-di~.-"-'tt:.._.2='-'f;.:,.;:_ --V""", __ _ Contractor. ___ E"""L_.,£.._}3,,__'--C.,.._ =·_,---'----'----- INSPECTION MAT'LSAMPLING QTY _QSHPD __ Concrete Cylinders ---- _OSA ___ Cement -- __ Specialty __ Mortar Samples __ Mechanical ___ Grout Samples -- _ Electrical __ Masonry Prisms -- _Roofing __ Masonry Block -- _Concrete ___ Fireproofing --- _Masonry __ Units (block or brick) --v"' Struct Steel __ Asphalt Concrete -- _ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel --- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ----- PROJECT (Name)_....,L==t:.=--!J-D~/4_,_"'-'_J'---· __ (Address) __________ _ CIJ-L/saJ4;!). C. . REPORT NO. ___ 7,,_Q~'2...=--0~2...=------ Building Permit No.-------=--------- Plan File No·------,------------ Govt. Contract No.--------------- OSA or OSHPD # . . Other J;..'ry ,.,..19:/;tn-,. -4f2G'i2.l4l\C e. Shq-1..,) MATERIAL-DESCRIPTION INSPECTION CHECKLIST _ -Rinf.: Rebar ../ Plan & Specs ___ Rinf.: W.W:F. _ Clearances _ Rinf.: Tenclons ,,/ Positions _ Cone.: Mix #/psi ...,....Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block J.L Electrode Storage _ Units: Brick -_ Torque Applied ·~steel ~rm .i_rt1Q il> ·-H.S. Bolts · ___ Metal Decking ~ Electrodes £1.o-X:.;!. Ca.!:Cc5: _ Fireproofing _..:£_ Other ,1-<Tm .i.J/(2. _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work,·unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME )> ~ J<~r.i.: >0 ~ (Print Clearly INSPECTORSIGNATUR~~ PSl·B-900-170(2) re.go -::;:1 cERT. No. 9?70 ~ J 'SJ> 3 s-1 DATE J-5' -fg-: _ Page_1_of __!_ INSPECTION REPORT CLIENT_l-_e:_____,~_,....V.;;..._ ___ _ DATE _ __._7_-/_'3_-_Cf6 __ _ Architect ____ fl __ O __ L _______ _ Engineer_---'-/11,~'&--<-='-t ........ /J..J_·_ ---"-~--..._/?t--'---'-'!r;....:;;:2.=....Jt_,__t J..)-=· -__ Contractor. ___ __,}:5 ........ _.,._."15,c__,C"-""-___ --'----'--- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders· -- _OSA __ Cement -- __ specialty -__ Mortar Samples -- __ Mechanical ___ Grout Samples -- __ Electrical ___ Masonry Prisms --__ Roofing ___ Masonry Block -- _conqrete __ Fireproofing --__ Masonry __ Units (block or brick) -- ./ Struct Steel __ Asphalt Concrete -- __ Prestress Cone _-_Roofing -- __ Pile Driving ___ Reinf. Steel -- __ Fireproofing __ SteeL -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) __ Soils Technician _-_Other __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other PROJECT (Name)_..,./_,c..c!a;c-_ -5i--0 ...... /4--'-1+71_,_~d ..... ·_-'-- (Address) ___ ___,.. ______ .---c~ /$ Ir 21,-a. REPORT NO. ____ ~,r-~---=Z---=0.._&=----J_~_i_ Building Permit No. ------1_.X...__-l:,...,,2i __ c:: _____ _ Plan File No·-----'~-----,---------- Govt. Contract No.-------,-----'---------- OSA or ,.Q§HPD 4J • 1 1 Other /....mnq,,cu+&,n -~7L ~J'le~ I I MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar Y"' Plan & Specs _ Rinf.: W.W.F. -_ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching __ __ Units: Biock i./ Electrode Storage _ Units: Brick _ Torque Applied ~ Steel A"1'rm ""71-,:s.~ _H.S. Bolts _ Metal Decki'1,9.. ,,-/' Electrodes 6: 7(2_/6 Z1,;2. ~- _ Fireproofing -- _ Other -_ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the bestof our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. :rc~o CERT. NO. 9?7() S DATE __ __,7~--+/....,,3'--~1,_,?"-------- · ·IJSf Geotech~~cal · i ·1 Environmental •-a Construction Page_1_oLL Consulting • Engineering • Testing INSPECTION REPORT CLIENT_-=k=--1+-c~-___ _ DATE ..... __ 7_-...,_(S:.___-__.9_i<.__ __ Architect ___ -TI~~O-i=---'--"------~--- Engineer_fYJ.....,_..........,;a-"'"'4-""'J'-'-'-,·-r:::u=--=4.__f'Q~µPt-=~-jj:::..L-1.·...,,,Q""----- Contractor. ___ ]3...,r,,__,E __ ~C._.._, --------- INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ specialty , __ Mortar Samples -- _ Mechanical __ Grout Samples -- __ Electrical _._ Masonry·Prisms --__ Roofing __ Masonry Block -- _Concrete __ Fireproofing -- _Masonry __ Units (block or brick) -- ~Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other. -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) l..f101-~ (Address)---------..;... G~ls3&n,. G. . I REPORT No. ___ 7_,;:a::;...;z. ...... _ o=--=z.-;._--.s...ZZ ........... 8 ___ Building Permit No. ------9+..s..&'.__-___,(, ____ 2~~ .... ------- Plan File No, __________________ _ Govt. Contract No.----'----------- CSA or OSHPD # ,. · ,- Other Tm~ in JiPh -~t[ G:p L, !£ MATERIAL DESCRIPTION INSPECTIQN CHECKLIST _ Rinf.: Rebar v Plan & Specs _. Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons v Positions . _ Cone.: Mix #/psi .L.. Sizes _ Cone.: Mix #/psi _Laps -. _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi · _ Mortar Batching _ Units: Block L Electrode Storage --· Uhits: Brick _ Torque Applied . ...L..steel ic\SI:a:::l :t43~ __ H.S. Bolts _ Metal Deck~ . / Electrodes 7r-,1~ 4• , lL _ Fireproofing LJ _ ._Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the-reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. ct~f ~o._7'"8~..,L.Z.>-GO..e..3___,1f-.--....:,;.S'~n._=11--=--5 S-=-+-f--- oATE----'--1'!1'--...... z_5:::,_ __ 7(L.._._ ____ _ PSl-8-900-170(2) Page_1_of_ INSPECTION REPORT DATE 1-17-9B Architect ______ ---'-----'-----....:,.._-------'-- Engineer No·1-n;- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --· __ OSA __ Cement -·- ¼specialty __ Mortar Samples --__ Mechanical __ Grout Samples .. __ Electrical _._ Masonry Prisms --__ Roofing __ .Masonry Block __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete --·- __ Prestress Cone __ Roofing __ Pile Driving __ . Reinf. Steel -·- __ Fireproofing _._.Steel --__ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -·--· __ Soils Technician __ Other --.. , __ Batch Plant -. _Other -·--· __ Bolt Pull-Out __ Other REMARKS t2t$eC i PROJl;CT (Name) L(..rr,zo LA,1.,,t:> (Address) ~,t.lU,.sl'3,4 J::> &41 REPORT NO. e;,sct~7020"-- Building Permit No. ~Al...:,,,,c.A-'-------------- Plan File No.---.---------------- GovLContraqt No.-'--.'------------- OSA or OSHPD #--,---------------- Other h'2:C:? S.4,n,,.1.//C (__.J;, irw~IC,;,rrt..,~ 770/Ll c.$ MATERIAL DESCRIPTION INSPECTION CHECKLIST · __ Rinf:: Rebar ~ Plan & Specs o? 6 65 __ Rinf., W.W.F. _ Clearances __ Riot.: Tendons _ Positions _. -. _ Cone.: Mix #/psi _Sizes· . __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: ~ix #/psi _ Consolidation __ Mortar: type/psi _ Mortar Batching __ Units: Block _ Electrode Storage .-·-Units: Brick . _ Torque Applied _._Steel ·-. _ H.S. Bolts __ Metal Decking _. ___ E!ectroqes __ Fireproofing . .x...Other n12.,;;-/2-;s._ t-t'1Z-_ Corrective action required_. __ .;AA-r~~<.2&. _ Corrections completed "" PI//({: &r'-' b? e¼ cf-rl-::;;-t_tJ4_ L <: . :;, CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of-the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF :?eru,-1,:._. ~ ~c,~ INSPECTORSIGNATURF~= PSI-B-900-170(2) CERT. NO. _______________ _ DATE 7-t 7-f~ Page_1_of _J_ INSPECTION REPORT CLIENT--.1?<'.--.J ..... O---___ _ DATE--C"""-"'-/_7_-___,_<frt __ _ PROJECT (Name)_..._k=-+7......,oc.L../2=--J:?:1::l-'-'-"'d_-._'-- (Address)--~------,,--Ge/s B ,:,.1) ~ ~ , Architect __ _,,,-t/+-O'""""'---"c=-------'-----'-,------'-- . I. REPORT NO. o/o z_.o 2 -ZE2- Building Permit No. ___ 97'~--------- Engineer_-l't(/4 ____ =W ...... ~~~~-~-----+&--'-·-'-'A-'-'-'·~=t'-'-I.a,,~"'-· ~-~- Plan File No,...;_ ______________ '--_ Govt. Contract No. ______________ _ Contractor ____ ]? __ -'"--..... 12'-'"'-~C-.J~-----''----------,----'----=--OSA or OS!:ifP # Other J5e 7; n n ,~n j INSPECTION MAT'L SAMPLING .. OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST : __ OSHPD __ Concrete Cylinders --__ Rinf.: Rebar _L Plan & Specs -I : _QSA __ Cement _ Rinf.: W.W.F. _ Clearances ' ---- __ Specialty __ Mortar Samples --__ Rinf.: Tendons _ Positions __ Mechanical _. _ Grout Samples --: ·--Cone.: Mix #/psi _L Sizes __ Electrical __ Masonry Prisms __ Cone.: Mix #/psi _Laps : --' __ Roofing __ · Mason·ry Block ... __ Cone.: Mix #/psi . _ Future Continuity #/psi __ Concrete __ F!reproofihg · __ . Grout: Mi.x #/psi _ Consolidation i _-.-·-·-·. __ Masonry __ Uri its (block or brick) -·--___ Mortar: Type/psi _ Mortar Batching L Struct Steel __ Asphalt Concrete __ Units: Block -~ Electrode Storage __ Prestress Cone __ Roofing -·--_. _ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --·-~ Steel /t!,Tm Ff632Q. 3 ' __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing __ H.S. Bolts __ Metal Decking·. __ Non-Destructive -. _Tendon (PT Strands) ---JL. Electrodes E7cxf", ~rz.t.e.S __ Soils Technician __ Other -·--___ Fireproofing __ Batch Plant __ Other --_L Other 11$Tm Br~ _ Corrective action required __ __ Bolt Pull-Out ___ Other --·-_ Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best.of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report cov1:1rs· the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~?~~ <:;2_ ~ .. ..y INSPECTOR SIGNATU~~-4 PSI-B-900-170(2) • Jcf.3o <;])=# CERT. NO. '9g]O 3 ) °35°"/ DATE 7-17-'7£ l . ·1 Entimmmental · ~ I~ 8::!t,~~~::~' Page_1_of_ . Consulting • Engineering • Testing iNSPECTION REPORT CLIENT LtP::,o lA;UD DATE 7-Z....,:, -9& Architect--1:.=-------------------- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA _·_cement. --__ Specialty __ Mortar Samples --__ Mechanical ___ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing _._ Masonry Block ·--·, ...k_ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -·-- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -·-- __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician ___ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS ?c cl C S:n? b-rt..-r ,., PROJECT (Name) L-t:re::>o L,,,,..,D (Address) (et,u.,<;z6&i2 /!4. REPORT NO. os,,-7oz...,:n. Build, ng Permit No. --'-'.2..,.$:--.... 1--'e:;..2...__._1 ___________ ,-,-- Plan File No._· ________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #------------- Other 1/1?"1(:;hL-A 77Q,<.I &)<i>@'klGpt.K,.6 $#OW MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar .4(:;_ISdrb. 6_0 >; Plan & Specs __ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi. k_Sizes __ Cone:: Mix #/psi . ~ Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi. _. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing- __ Other _ Corrective action required __ _ Corrections completed o ~oiL, , s rl;e-c.Qc,(...i>1!Y"' "t"C> ::n::t W P@-Q .J ff::C-T ------ CERTIFICATION OF COMPLIANCE: To the best of 01,1r knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections·of the building cod~s. This repo_~ covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. - INSPECTOR NAMl=~b 1? Yc.cz::t:>"YY"a01..> (Prtnt~" INSPECTOR SIGNATURE :°v .I\ :{~S-d PSI-B-900-170(2) CERT. NO. C?®ac:-,e 1-fl'.:, DAT!; 1 -z.o,... '1 ~ Page_1_of __ INSPECTION REPORT CLIENT ?B7<> (,4tu7> DATE 2-ZZ--9$ Architect Hof(, Engineer rl?,!fl/2-~ INSPECTION _ OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing >-: Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS -- MAT'LSAMPLING QTY __ CQncrete Cylinders _ __ Cement --- __ Mortar Samples --- __ Grout Samples --__ Masonry Prisms -- : __ Masonry Block __ Fireproofing ---- __ Units (block or brick) --__ Asphalt Concrete --__ Roofing --__ Reinf. Steel -- _._Steel --__ H.S. Bolts -- _-_Tendon (PT Strands) __ Other --__ Other --__ Other -.- PROJECT (Name) LB(;zo 41/f-,l.> (Address) C#tt,.L-sr2&A C'At REPORT NO. 0:'2·:?:o2-qc.. Building Permit No. ~2:~S~-~'~0_?7 _________ _ Plan File NO,-,-,------c...-------------- Govt. Contract No. ______________ _ OSAorOSHPD#---------'-"------- Other l&4t!z I A .. otJ 17 QN S2C/-3:.,J:Z r b '"?V<-6:: S #Ow -- MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar 11-6.t."£ (k/Z. b_o ""= Plan & Specs __ Rinf.: W.W.F. ~ Clearances ___ Rinf.: Tendons ~ Positions ___ Cone.: Mix #/psi ""'Sizes __ Cone.: Mix #/psi ~Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage ---Units: Brick -_ Torque Applied -;-Steel ___ H.S. Bohs ___ . Metal Decking - ___ Electrodes ___ __ Fjreproofing __ Other _ Corrective action required __ Corrections completed srzo. -> S:: SI JI, o~o-.;z.;_-" ___ ?_!N!-::.......,.--t>-'--_""_,..,_..,,. __ ~ __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unle~s otherwise noted, substantially complies with approved plans. specifications and applicable sections ofthe building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAME I/~-;> 'i>~ iPrint Clearly)- INSPECTOR SIGNATURE 2 ~ PSI-B-900-170(2} CERT. NO. 0~$\ 8 I -'.S"' DATE f"''Z:1---'l'!> ~ 0 ·1 Environmental RBI \Geotechnlcal · • Construction Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT L6l20 L&Nv DATE 7-2-3 -9~ Architect-"''-"<CL::(.,._ _________ '--____ _ Engineer naa /l-V/J INSPECTION MAT'LSAMPLING QTY _OSHPD .> Concrete Cylinders _'-t_ _OSA __ Cement __ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block 2::..Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing -.-H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS PROJECT (Name) L.tn,,,o '-4;1.;l> (Address) C!ff.ttcra12&P & • REPORT NO . .::,sq, 7c,12u"?-~.,, //f&' Building Permit No. _,,_2 .... ,-z'"'"--·.__,_t=o...:-z..;;...cr.___ ___ ~----- . Plan File No. __________________ _ Govt. Contract No.---------------- OSA or OSHPD #------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar J1~i2 &!,~ b o ' . ~ Plan & Specs __ Rinf.: W.W.F. ~ Clearances __ Flint;: Tendons k Positions .2!'.:... Cone.: Mix #/psi 1366/'{c:.:vo · . > _Sizes __ Cone.: Mix #/psi _Laps -. _· _ Coric.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi x-Consolidation V, B,'l.A-rQ(t... -. _ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick. _ Torciue Applied -.-. _Steel _H.S.Bolts __ Metal Decking __ Electrodes -.-·-Fireproofing __ Other _ Corrective action r_equired __ _ Corrections completed . ' • 70$(..l.)Od-/C p{§l/L Pt..rrtv'J AA,,/) SPYZ-S ,g CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all ofthe reported work; unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of'the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Tu-,,,.<n<:-/? 1/T (Print Clearly) INSPECTOR SIGNATURE j2,~ 1~0 PSl·B-900-170(2) CERT. NO. 6l?Elo/ 'Bl-8'6 Page_· 1_of _.!_ . INSPECTION REPORT cuENr __ L __ e__,i_o _____ _ DATE __ 7~-Z=--/'""'"-_9-.,,a..'t __ _ Architect __ ~H......_,0__,ft.__C ____ --'--___ _ Engineer _ __._Y}i--'-'-.Z...#12 ........... Z-'-=~"--_-l..,__-'-ftZ__._.:...:.4..,,,2_.t....:..~=~::....· -.a-~ Contractor ___ =a-C..r .L-B"fii, ,L-L_,__::_· __ --,. ___ _ INSPECTION MAT'L SAMPLING .°¥ __ OSHPD _., Concrete Cylinders _OSA __ Cement -- __ Specialty __ Mortar Samples __ Mechanical _._Grout Samples -.-,- __ Electrical __ Masonry Prisms -- ~Roofing __ Masonry Block -·-.- _._ Concrete __ Fireproofing __ Masonry ~Units (block or brick) -- _ Struct Steel __ Asphalt Concrete -·- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other. -- __ Bolt Pull-Out __ Other . -- PROJECT (Name) Lc701/IHc,d· (Address) _________ _ ()-Rha~~ a, REPORT NO. ___ . ...,..'7.-0~2---0~2---- Building Permit No. ___ ____.~~1----1 ..... o<-=L:C..<f_,__ ___ _ Plan File No, _________________ _ Govt. Contract Ne. _____________ _ CSA or 9,S.HPD #. Other Z.Xpe-~t G"oce., t MATERIAL DESCRIPTION ._ /Rinf.: Rebar Jiki,;, ~If:' l,,C -. Rinf.: W.W.F. _ Rinf.: Tendons · ...--: Cone.: Mix#/psil'5f4 /Jooc • I __ Cone.: Mix #/psi _ ·cone.: Mix #/psi _._ Grout: Mix #/psi _. Mortar: Type/psi _ Units: Block _ Units: Brick _Steel _H.S.Bolts __ Metal Decking _ Electrodes _ Fireproofing _ . _Other INSPECTION CHECKLIST / Plan & Specs .,.......... Clearances /Positions /sizes /Laps _ Future Continuity #/psi / Consolidation -. Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed REMARKS °1:;spec.nai) ±J.c. p/"'"c.."':IC"-t .,__f-/'H'\d Cco,,.so Cc./4 L, o £ Zli'. -S--c "i'tl ¥~ a£._ Cin,:_q_;j;;_ i WI I K .:t', CJ'f? {,, ( ?f6 oo 'f s_r) s--± tl. 5£.B-13-6JJ - G12>9:D£ /1,0€3 dro R (L/ To ~) • · -· CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report· covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ ~J46,£ (Prtnt Clearty) :~,e:!~~1R SIGNATUR~ 2¼ :I Ci.3-<s CERT.-NO._...c.3....:r..5:~i~7-1--2_.__ ________ _ DATE __ ____._7_-_.:;2-::;_/_-_c::r?'-1--U--------- JUL 29 '98 14:25 FR PSI CORONA-CA 909 272 4271 TO SAN DIEGO P.02/04 REPORT OF DAJ;LY BUll..T-UP ROOFING INSPECTION OWNER: Lego Land Estates. Inc. PROJECT: Lego Family Park USA Cannon Road. Carlsbad, CA GENERAL CONTRACTOR: Bemariis Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DA TE: July 2S, J 998, Saturday REPORT NO: 059-70202. 219-77044 (39)-SQS Are:i.s worked:_,!!lm:rua!!.!lg~ina~tio2rnuC,,:.i.cn.mster![,,c.!n.!20:urth:!2co~m~p~le~x.~-------------'-~...-----------------% Project Completed:, _____ 9.:;:.8 ____ _ _ W_e_at-hcr-: ____ o_v_e_rc_as_c _______________ -___ Temperature: -'6=6'---_°F to 78 °F Roofing foreman: Bill Sellon Crew Size: 5 • Time Worked: 6:30 AM to 1:30 PM Cant Size: 3" Type of Drain: Smith, cast iron · . Cricket size/slope: 1/2" per foot· Deck Type: plywood Clean: · yes Dry: ves Slope: 1/4" per foot · Material Protection: On pallets? yes Covered? ves Labeled? yes . Dry'? _y..ae=s __ _ Base Ply: GS Glasbase Base Sheet. #2.5 Attachment: Senco Staples & tape or 1" sq. head nails Spacing: 18" O.C. two rolls center of sheet 911 O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing . Specification No: GMS-2-3-III Modified Number of Piles: Three · Application Method:,.....,:s~o~li=d..::h=o.,,_t m=oJ:<,.p _____ _ Surfacing: Type: rock Embedment:--,:.h:.:.:O:.::.t =as~p...,h~al~t _________ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#. =-=-=MB=F=---------- Attachment Method: solid hot mop Fastener: nails Spacing: _.:,:;9_" ____ _ Bitumen: Type: Ill Bulk shipment or c~on'? carton (EVT °F) Kettle Temp~ a.m. _l'F ___ p.m. _"F_p.m. _''F Rooftop Temp,:_ a.rn._ "F ~.m. _°F _ p.m. _°F Edge Metal Type: n/a Gauge:, ____ _ Counter Flashing:-Type: galvanized Gauge:,-=2=-6 ___ _ Night Seal: _h-"o::.:t_.,as=p.i::;.,h...,,a=lt,.._ ________ --'-___________ ---: ____ _ Debris Removed: yes Penetrations Sealed: _.,_ye=s'--_______ Test Cut: _.;;.:n=o___, _____ _ COMMENTS: Completed cap sheet in field and cricket laid in solid hot moped. Nailed off tu:rn tip on walls. 9" O.C. Nailed base on walls, 12" O.C. solid mopped base on air conditioning units and nailed 12" O.C. Solid mopped Flintlastic on walls and all boxes and air conditioning. writs coming out on roof 4" past cant. Installed drain and overflow clamping rings on four drains arid ovctflows and two air conditioning drains. PSI INSPECTOR: Jim Elliott Profc~sional Service lndu.~uii:s. Inc., 350 S. Maple, Unit K. Corona, CA 91720. (909) 272-4230 JUL 29 '98 14=25 FR PSI CORONA CA 909 272 4271 TO SAN .DIEGO P.03/04 REPORT OF DAILY BUJL'l'.;;UP ROOFJNG INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneide,r ROOFING CONTRACTOR: Hayden Roofing Gc,mpany DATE: July 24, 1998, Friday Areas worked: Imagination Center. north comple,. REPORT NO: 059-70202 , 219-77044 (38) --801 ------------------------,--------% Project Completed: ____ 7 __ 5 ____ _ Weather: overcast Temperature: 66 °F to 78 °F Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: 6:30 AM to 2:30 PM Cant Size: 3 11 Type of Drain: Smith. cast iron . Cricket sjze/slope: 1/2" per foot Deck Type: plywood Clean: yes . ·pry: yes _: . Slope: 1/4" per foot Material Protection: On pallets? yes Covered? yes Labeled? yes Dry? _y...,e=-s __ _ Base Ply: GS Glasbase Base Sheet. #25 Attachment: Senco Sraples & tape or 1" sq. head nails Spacing: 18" O.C .. two rolls center of sheet 9" O.C. on laps . · Roof Ply Type: Flintgla<; Type.IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three ~ Application Method:--,-=s=o=li=d ... h"""o-"t m=o,.,_p _____ _ Surfacing: Type: rock . Embedrtlertt:_·..,,.h=o"""t=as""'p=ha=l--t __ . _______ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt. Spec.#.=:MB=F=---------- Attachment Method: solid hot mop · Fastener: . nails Spacing: _.,:;.9_" ____ _ Bitumen: Type: m Bulle shipment or carton? carton (EVT °F) Kettle Temp: 9:00 a.m. 500°F 11:30 p.m. 505°F 3:00 p.m. 505 °F Rooftop Temp.: 9:00 a.m. 485 °F 11:35 p.m. 490°F 3:00 p.m. 490-'F Edge Metal Type: n/a Gauge: _____ _ Counter Flashing: Type:Jalvanized Gauge:-=2-=6 ____ _ Night Seal: ---::h=o=t-=a"""sp,_h __ al __ t __________________________ _ Debris Removed: yes Penetrations $e~led: · .yes Test Cut: -=no..._ _____ _ COMMENTS:· Roofers late getting to job site. Solid mop one ply, Flintglas Type IV over completed base ply. Solid mop 1 ply Flintlastic Modified over ply IV sheet, at all pipes and primed all flashings and set in mastic. Laying GMS MQdified cap sheet in solid moped asphalt starting in the cricket area. Cap sheet completed past A.C.S. · PSI INSPECTOR: Jim Elliott Protessic.mal Service Industries, Inc .. 350 S; Maple, Unit K. Corona. CA 91720. (909) 272-4230 JUL 29 '98 14=26 FR PSI CORONA CA 9~9 272 4271 TO SAN D!EGO . P.04/04 REPORT Oli"DAJLY BUil,T-UP ROOFING INSPECTION OWNER: Lego1.and Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Con.~truction SUPERINTENDENT'S NAME: Chuck Schneider . ROOFING CONTRACTOR: Hayden Roofing Company DATE: July 23, 1998, Thursday REPORT NO: 059.-70202, 219-77044 (37) -<e;03 Areas worked:_=Im=a::.:ag=ina=t;;;.;io=n:...;C=en=ter...,,...,,n=o=rtha:..-co=m=p=Ie=x~. -------,-..------'------------------ ---------------------......... ...,,...-,--%Project Completed:-_3_5 ____ _ Weather: overcast 'temperarure: ..,..65~_''F lo 80 °F Roofing foreman: Bill Sellon , Crew Size: S Time Worked: 6:30 AM to 7:00 PM Cant Size: 3" Type of Drain: Smith, ca~t iron Cricket size/slope: 1/211 per foot Deck Type: plywood . Clean: yes . Dry: yes Slope: 1/4° per foot Material Protection: On pallets? yes Covered? yes Labeled'? yes Dry? ..,.y'"""'e __ s __ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: Senco Staples & tape or l II sg. head nails Spacing: 18" O.C. two rolls center of sheet 9" o.c: on laps· Roof Ply Type; Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-lII ·Modified Number of Piles: Three Application Method:-'_-=s=ol=id;;...=ho=t--=m=o ... n ..... · _____ _ Surfacing: :i)'pe: rock Ernbedment: . .....;:.h=o-=-t =aS::.cP:.::.::h=aJ=t_· _______ _ Flashing Type: .Flintlastic GMS/fl Modified Asphalt Spec.# ..... :MB=-F"'--______ _ Attachment Method: ~olid hot.mop ·· Fastener: nails· Spacing: ___ 9'_' ____ _ Bitumen: Type: III Bulk ~hipment or carton? carton (EVT"('F) Kettle Temp:_ a.qi.-: _"F _ p.m. _°F 3:00 p.m. 500 °F Rooftop Temp.: __ a.rn._"F _p.m. __ °F 3:.00 p.ni. 4900F Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type: galvanized Gauge:_.2 __ 6 ___ _ Night Seal: __,h~o~t--=as""-pl:<'h~al,.,,t,__ __________________________ _ Debris Removed: yes Penetrations Sealed:_y,._e=s"------___ Test Cut: -=n __ o ______ _ COM1\1ENTS:. Installed one layer of insulation over metal deck, screwed down with 4-1/2" screws, 8 screws per board. Hot moped cant around walls and boxes on roof. Solid mopped one ply GS Glasbase over insulation. Mastic around drains. Insulation and base sheet completed on first day of work. PSI INSPECTOR: Jim Elliott Prcfe.~~ional Service indusuics, Inc., 350 S. Maple, Unit K. Cornn.,, CA 91720, (909} 2724230 ** TOTAL PAGE.04 ** l .-.~iiJ Infonnation ~~• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 22, 1998 REVISION #1 OUR REPORT NO.: 059-70202-699 FIELD DATA: LOCATION OF PLACEMENT IMAGINAITON EXPERIENCE SHOW WALLS PERMIT# 98- DATE PLACED June 15, 1998 08:30 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. TIME SLUMP, IN. AIR CONTENT, % 4 MIX NUMBER AND PROPORTIONS 5 2 2 CEMENT 60 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 WATER FINEAGGREGATE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 16, 1998 PS.I\DEREK PET;ERSON NELSON & SLOAN COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDI\BQ.S..lllil.ES.8.Qil:!EBWLS.EJN!lli:AIEC,~LUMP· C143-90a· AIR CONTENT· C231-91b· TEMPERATURE· C1Q6H6(Q3)' CAPPING· Cl COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17230 A 7 06/22/98 17230 B 28 07/13/98 17230 C 28 07/13/98 17230 D 60 08/14/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or _ Contracto(s representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 56000 6.00 76000 6.00 81000 6.00 Cylinders pi~ked up by PSI X representative. Cylinders delivered to PSI laborat_ory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 1980 28.27 2690 28.27 2870 28-day break does.not meet specification require~ent. Will hold 1 cylinder for 60-day brea~. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200~ (4)F TYPE OF BREAK Cone Cone Cone Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l "'.I:!";/ Information ~.,,• .To Build On . Engineering • Consulting • Testing . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: ~EGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92_008 DATE: June 25, 1998 REVISION #1 OUR REPORT NO.: 059-70202-713 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION NORTH COMPLEX RESTURANT SLAB-ON-GRADE PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 18, 1998 09:30 am 4 60 71 June 19, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./JRUCK NO. MIX NU(l4BERAND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARD~LES..S...QTl:IEB.W!S.EJMQlCAIS~~C!Jl· AIR CONTENT· C2~1-i1b·-J;EMPERAJllRE· C1084-88tll3J· CAPPINmg; COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17282 A 7 06/25/98 17282 B 28 07/16/98 17282 C 28 07/16/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. LOAD DIAMETER (LBS.) 67000 88000 83000 . Cylinders-picked up by PSI X represenlalive. (IN.) 6. 00 6.00 6.00 AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2370 Cone 28.27 3110 Cone 28.27 2940 Cone Cylinders made by A~h!lect's or Conlraclo(s representative. Cylinders delivered lo PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6i7-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A,200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. DAVID J. RYAN, RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite -E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •' ~ •1 Iriforrnation ~.a,• ®To B·uild On Engineering • Consulting • Testing · · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 01, 1998 OUR REPORT NO., 059-70202-738 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION SOUTH SLAB-ON-GRADE BETWEEN LINES D & C 2 & 3 .PERMIT# 98-"625 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 24, 1998 08:00 am 4 1/2 62 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 7 8 DATE RECEIVED IN LAB June 25, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE• APPLICABLE ASTM STANDARDS UNLES.8.Qil:IE~NPJCAIED·SLUMP· C143·9Qa· AIR CONJ_ENT· C231-9Jb' TEMPERATURE· c1os1.ea193J· CAPPING· 01231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17310 A 7 17310 B 28 17310 C 28 17310 D 28 SPECIFICATIONS 28 COMPRE:SSION TEST .RESULTS ASTMC39-94 TOTAL CYLINDER .DATE OF LOAD DIAMETER TEST (LBS.) _(IN.) 07/61/98 75000 6.00 07/22/98 92000 6.00 07/22/~8 93000 6.00 07/22/98 94000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2650 28.27 3250 28.27 3290 28.27 3330 3000 NELSON & SLOAN 708378 522 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI represenlative. Cylinders picked up by.PSI X representative. Test results comply wilh applicable X specificalions .. Cylinders made by Architect's or Conlraclor's represenlative. Cylinders delivered to PSI laboral_ory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: ROLAND ROOT Testr r"p~ C617~. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F \\~ ,'irl.ot com'b!Y• ,:liio1f. Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l n, ~•, Information ~w11• eTo Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July J.4, J.998 OUR REPORT NO.: 059-T0202-76J. FIELD DATA: LOCATION OF PLACEMENT IMAGINATION SQUTH COMPLEX STEM WALL ALONG A LINE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % July 03, 1998 J.0:00 am 3 J./2 AIR TEMPERATURE, 0 f 64 CONCRETETEMPERATURE, 0f 78 DATE RECEIVED .IN LAB July 0 6 , J. 9 9 8 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURI:: NELSON & SLOAN 7J.J.311 522 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· _CH3-90a· A)R CONTENT· C23Ujb• TEMPERAJVR,E· c1oa4-86/931· CAPPING· Cj23j-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17372 A 7 J.7372 B 28 17372 C 28 J.7372 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39·94 TOTAL CYLINDER DATE·OF LOAD DIAMETER TEST (LBS.) (IN.) 07/J.0/98 70000 6.00 07/31/98 07/3J./98 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2480 Cone 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Tes.I results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH AS~M C6J.7-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY ~ROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<I (4)F DAVID R~ , RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l .. .,.;, ~ .,.... GeotechnH;al. •--"Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAJ::JD ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 14, 1998 PROJECT: ~EGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO .. : 059-70202-761 LOCATION OF PLACEMENT IMAGINATION SOUTH COM]?LEX STEM WALL ALONG A LINE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 03, 1998 10:00 am 3 1/2 64 78 July 96, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TiCKETNO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSEAGGREGATE ADMIXTURE COMPRESSiON TEST RESULTS ASTMC39-94 NELSON & SLOAN 711311 522 SPECIMEN TEST DATE OF TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) . TEST (LBS.) (IN:) (SQ. IN.) (PSI) ·TYPE OF BREAK 17372 A 7 07/10/98 70000 6.00 2e.27 2480 Cone 17372 B 28 07 /31/98 99.000 6.00 28.27 3500 Cone 17372 C 28 07/31/98 96000 6 .·00 28.27 3400 Cone 17372 D SPECIFICATIONS 28 3000 . REMARKS: ,K Cylinders made by PSI representativi,. Cylinders picked up by PSI· K repres_eritative. · Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative. · · Cylinders delivered tcf PSI Jaborat6ry. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE W~T~ ASE'G6-:il. CONi~u TECHNICIAN: ROLAND ROOT cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. o·. K. , CITY OF CAF,LSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-1 (4)F Respectfully submitted, 0 sr7dustnes, Inc. DAVIDJtz~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •'~ iJ Information ~-'• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 30, 1998 OUR REPORT NO.: 059-70202-801 ========= FIELD DATA: LOCATION OF PLACEMENT IMGAINATION EXPERIENCE SHOW BLEACHERS ON GRADE 2ND ROW CENTER LINE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 23, 1998 08:20 am 4 66 87 July 24, 1998 PSI\DEREK PETERSON NELSON &B SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM SIANDAB.DS&l.lliLESSJnliEBWJ.SE...lliDlCAJ_EO_;_SLUMP· C143-90a;..AIR CONTENT· C231=i.1bJEMPERAIURE· C1084-86(9J)· CAPPING· C1231-93 COMPRESSION TEST RESULTS ASTM C39-94 NELSON &B SLOAN 716195 1386 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 17460 A 7 07/30/98 71000 6.00 28.27 2510 Cone 17460 B 28 08/20/98 17460 C 28 08/20/98 17460 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or ContractOl's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESUl TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FUlL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-4 (4)F Respectfully submitted, !Elt!?''"c DISTRICT MAN~~CE Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 as: Geotechn~cal l ·1 Enwormentm •-® Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 28, 1998 OUR REPORT NO.: 059-70202-793 FIELD DATA: LOCATION OF PLACEMENT STAGE AREA SLAB-ON-GRADE PERMIT# 98-1029 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 21, 1998 07:40 am 3 1/4 67 90 July 22, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.rfRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C39-94 NELSON & SLOAN 715544 1386 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17458 A 7 07/28/98 17458 B 28 08/18/98 17458 C 28 08/18/98 17458 D .. SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. LOAD DIAMETER (LBS.) 65000 Cylinders picked up by PSI X representative. (IN.) 6.00 .. Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2300 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ft ,J ---- DAVI~x; DISTRICT MANAGER Information Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 IJSf Geotechn~cal l -, Emnronmental •-® Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 July 14, 1998 REVISION #1 OUR REPORT NO.: 059-70202-760 LOCATION OF PLACEMENT IMAGINAITON EXP. SHOW WALLS AND PLIASTERS PERMIT NO 98-1029 LINE 1 TO 2.75 FROM A TOD LINES DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DA TE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 01, 1998 3 July 02, 1998 PSI-DEREK PETERSON SUPPLIER DELIVERY TICKET NO.!TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM SIANDABt!S.UNLESSQlliERWISE INDICATED· SLUMP· C143-90a:.AIR.CONTENT· C231-91b' TEMPERATURE· C1064-86193\· CAPPING· C12 COMPRESSION TEST RES UL TS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 17387 17387 17387 17387 SPECIFICATIONS REMARKS: A 7 07/08/98 B 28 07/29/98 C 28 07/29/98 D 28 X_ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. 155000 182000 190000 Cylinders picked up by PSI X representative. 6.00 6.00 6.00 '" Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON 28.27 5480 Cone 28.27 6440 Cone 28.27 6720 Cone X 5000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSIA-201>-4 (4)F DISTRICT Information Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 IJSf Geotechn~cal l -, Environnwltal •-Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 09, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-656 LOCATION OF PLACEMENT IMAGINATION EXPERIENCE SHOW FOOTINGS LINE 3 BETWEEN B & C PERMIT# 98-1029 DATE PLACED TIME SLUMP, IN. AIR CONTENT,% May 27, 1998 10:40 am 4 1/2 65 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 78 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 28, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. 7 0 04 6 0 MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER 17062 17062 17062 17062 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 06/03/98 B 28 06/24/98 C 28 06/24/98 D 60 07/26/98 I 28 -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TECHNICIAN: ROLAND ROOT TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 57000 6.00 90000 6.00 96000 6.00 98000 6.00 Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2020 Cone 28.27 3180 Cone 28.27 3400 Cone 28.27 3470 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD a:::Yd;~~ ----- THESE TEST RESUI. TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FUI.L, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~c;-: R I rl{" DISTRICT AGER PSI A-200-4 (4)F lnfonnation PSI• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 as: Geotechn~cal . l -, Enmmmental •-® Construct,on Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 09, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-657 LOCATION OF PLACEMENT IMAGINATION EXPERIENCE SHOW FOOTINGS BETWEEN B & C ON LINE 1 PERMIT# 98-1029 SUPPLIER DATE PLACED TIME SLUMP, IN. May 27, 1998 09:00 am 4 1/2 DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 700387 522 AIR CONTENT, % AIR TEMPERATURE, °F 63 CEMENT WATER CONCRETE TEMPERATURE, °F 78 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 28, 1998 PSI\ROLAND ROOT NELSON & SLOAN FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM SJI\NOAllQS.!Jl'lLE~OTl:iEBWISEJWmO"SLUMP· CH3-90a: A1~~231-91b· TEMPERATURE· C1064-86193)· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17063 A 7 17063 B 28 17063 C 28 17063 D 60 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 06/03/98 53000 6.00 06/24/98 89000 6.00 06/24/98 87000 6.00 07/26/98 93000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI representative. Cylinders made by Architect's or Contractor's representative. .. Cylinders delivered to PSI laboratory. Will hold 1 cylinder for 60-day break TECHNICIAN: ROLAND ROOT CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 1870 Cone 28.27 3150 Cone 28.27 3080 Cone 28.27 3290 Cone 3000 Test results comply with applicable X specificalions. Test results do not comply with applicable specifications. -,,,.. ·"11"''';,t) -~ \.)ti,. . . ··· Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD p1•I Service Industries, Inc. DAVID·J~y THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 14)F DISTRICT MANAGER Information Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 DSf Geotechn~cal l -, Environmental •-® Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 09, 1998 REVISION #1 OUR REPORT NO.: 059-70202-659 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION EXPERIENCE SHOW FOOTING GRID LINES A @ 2 . 3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F May 27, 1998 07:41 am 5 68 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER CONCRETE TEMPERATURE, °F 7 6 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 17064 A 17064 B 17064 C 17064 D SPECIFICATIONS i February 28, 1998 PSI\CATHY PULVER NELSON & SLOAN COMPRESSION TEST RESULTS ASTMC39-94 TEST TOTAL CYLINDER AGE DATE OF LOAD DIAMETER (DAYS) TEST (LBS.) (IN.) 7 06/03/98 65000 6.00 28 06/24/98 90000 6.00 28 06/24/98 92000 6.00 60 07/26/98 95000 6.00 28 CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 2300 28.27 3180 28.27 3250 28.27 3360 3000 NELSON & SLOAN 700317 522 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI _X_ representative. X Test results comply with applicable specifications. Cylinders made by Architect"s or Contracto(s representative. Cylinders delivered to PSI laboratory. TECHNICIAN: CATHY PULVER cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESUl TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A•200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. Information Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 DSI Geotechnical l t -, Envkonmental · •-.. Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 09, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-660 LOCATION OF PLACEMENT IMAGINATION .EXPERIENCE SHOW FOOTINGS LINE C BETWEEN 5 & 6 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 27, 19.98 12:00 pm 4 1/2 AIR TEMPERATURE, °F 67 CONCRETETEMPERATURE, °F 78 DATERECEIVEDINLAB May-28, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 700491 522 NOTE· APPLICABLE ASTM STANDA8.0li.llliL~RWIS_\; INDICATED· SLUMP· C143-9Qa· AIB CONTENT· C231-91b· TEMPEBAII/BE• C10BHG(93j;_cAPPIN! · COMPRES$10N TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17061 A 7 06/03/98 17061 B 28 06/24/98 17061 C 28 06/24/98 17061 D 60 07 /26/98' SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represe~talive. Cylinders made by Architect's or Contracto(s representative. ASTMC39-94 · TOTAL I CYLINDER LOAD DIAMETER (LBS.) (IN.) 52000 6.bo 89000 6 .-00 87000 6.00 95000 6.00 . Cylinders picked· up by, PSI X. represe~talive. Cylinders qelivered to PSI laboratory. · CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1840 Cone 28.27 3150 Cone 28.27 3080 Cone 28.27 3360 Cone 3000 Test results comply with applicable X specifications. Test.results do not comply with applicable specifications. CONFO s TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. p;;:)/J,; DAVIDJ~},4~ DISTRICT MAN~~E Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ INSPECTIO_N REPORT CLIENT ?6'e o Lr! ,tt;.,[> Architect _______________ ----'--,-'- Engineer t11+a--n ,v 4 i":::>.c.1 N ,s; Contractor. ~-d:t2-:?s INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- Y-Specialty _. _ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ . Masonry Prisms --__ Roofing __ Masonry Block -- Y Concrete ___ Fireproofing __ Masonry __ Units (block or brick} --__ Struct Steel __ Asphal\ Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S .. Bolts --- __ Non-Destructive · · __ Tendon (PT Strands) --· __ Soils Technician __ -Other --__ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS ft:T I mA:wirv&DON PROJECT (Name) l-¢r"'bo LA-,vr::::, (Address) Ctt,u...s '?\ e e C,t , REPORT NO. os:e;_-7cz o:z -:3-?A Building Permit No. ~9"""8"'-'-.-_,&,._2~3~---,-------- Plan File No, _______________ _ Govt. Contract No.----------------- OSA or OSHPD #---'------------- Other 1m,q-01A./& n.o,v MATERIAL DE$CRiPTION INSPECTION CHECKLIST 2!'.:.. Rinf.: Rebar ,4 b/5 -(~e. <=-o -=::. Plan & Specs _ Rinf.: w:w.F .. ~ Clearances __ Rinf.: Tendons ..)s-Positions __ Cone.: Mix .#/psi > Sizes l I ___ . Cone.: Mix #/psi 2:LLaps I ' __ Cone.: Mix #/psi _ Future Continuity #/psi ! __ Grout: Mix #/psi _ Consolidation I ___ Mortar: Type/psi -. Mortar Batching __ . Units: Block __ Electrode Storage I _ Units: Brick _ Torque Applied l ___ Steel I __ H.s'. Bolts I ' ____ Metal Decking_ __ Electrodes ! ___ Fireproofing I _._Other _ Corrective llction required __ ! _ Corrections completed I ! t<. -3 ro 3,::z c.,~P?J4-.ar-o3,"'2.. ,:3.-sz::o~,,-B .id E,\TOD,s-Y.o"5,-z... S TI:fl:;::<. S:?f.......t(';t~ ,->- A-C. C r :{L-'\;;, I N l ? y ~ Q -2 \.;T'L_'C CERTIFICATION OF COMPLIANCE: To the best of our knowledge; all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected-only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~'">2..1.;:u_ :? . YC?:::z::J-"YL>" ,0 CERT. NO. ot;;,p,Q9E;l"-5B J (Print Clearly) Q-· INSPECTOR SIGNATURF-:Y O J\ :p :WA Q DATE __ '.3_-_l_o_-__:.~~8:c-_____________ _ PSI-B-900-170(2} Page.-1..:..of_l INSPECTION REPORT CLIENT Lu-,o LA..,...(D DATE 3-t t-1~ Architect ______ -'---------------- Engineer r114-t2-r 1,..., t . i>t-J,..,,.;., - INSPECTION MAT'LSAMPLING QTY __ OSHPD _½.. C_oncrete Cylinders _&__ _OSA __ Cement -- X Specialty __ Mortar Samples --__ Mechanical __ Grout Samples - -' __ Electrical _____ -Masonry Prisms --__ Roofing __ Masonry Block '><' Concrete __ Fireproofing --__ Masonry __ Units (bloc~ or-brick) -- __ Struct Steel _____ Asphalt Concrete -- __ Prestress Cone _-_Rocifihg --__ Pile Driving ·--_-Reinf. Steel __ Fireproofing _-_Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ____ Other ---__ Bolt Pull-Out __ Other - ,. REMARKS lh7:IIG,1rvATTo,v PROJECT (Name)_....4 .... 'R:=...,-o=--~.....:..-.,vj)~----- (Addres~) "--646&4:i> & , REPORT NO. -0$9· :70:z_..c;·-z.. -,31? Building Permit No. ---'9_,,&"'--·-_,,"'-··=z-2_,__ _________ _ Plan File No,---,-----'------------- Govt. Contract No.-------------- OSA or OSHPO #------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar ti fi2 is ,. ~:.2~ 6 o ..!::_ Plan & Specs __ Rinf.: W.W.F: _3:5_ Clearances ___ . Rinf.: Tendons --_;:::'.: Positions · ?<f_ Cone.: Mix.#/psi 5i2.-3009 _:::_sizes __ Cone.: Mix #/psi ~Laps ____ Cone.: Mix.#/psJ _ Future Continuity #/psi __ GroLJt: Mix #/psi Y Consolidation __ __ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage ___ Units: .Brick _ Torque Applied _Steel ·--. H.S. Bolts . __ Metal Decking __ _ __ Electrod(:!s __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed dT Cl?--t &! _ L-1c-AZS --"D-t • '& .-2.. J 1<'.. -'-{ J :T-$, ~-$.J S'?~ 1 <:.. F::S-· -) Ce, «n:IJ'.2-t4.;:a:YC ~; F)oo:r:z 6.l_Cm r"-L A-< m,yt C-0:YT '?<....A •VS S '$10 ·bTL-+19.) '5$5¢ br;L;#-.\0; '5-SiO :OJ7...-"* Y2;l-':l; \\o;& '2.'2.., CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all-of the reported work, unless otherwise.noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does n·or constitute engineering opin- ion or project control. INSPECTOR NAME :-:L:::rnu,~ '"? Vc:IT7...JX.b-:JN CERT.NO. as<009<01-e-s ,-.,.""~ INSPECTOR SIGNATUR~--4 X ?. PSI-B-900-170(2) \;;j DATE _ __.3:~-_,_1~1-__,_9~:$.._ ___ ,__ _________ _ '"*-~"· ~-, ·~ Professiooal Service Industries, Inc. American El:lgineering Division INSPECTION REPORT Page .2. of z.. Project Name (per plans} __,L.=--G"l?...,,..,,o---L_4"-'-,v--'µ=---'·~--'l-'-M--'-'-'A-'---'&.....,_lf''--"V.'14_._,.,__a-'--""'c'-'--,\.J"""·'-.~---'-rv_o='=~=-:;J..l,..._..____;;;Co'-=-,;~~e'-'c,.,......l:-:X--------- Inspection Date .• I -a~ f"V?Orvt =-' Inspector's Name-~~-.,.-_J.__.::;l=-==f-~)::;::;c::=s:::;;;::==~~--'-- Ps1 B-900-171 ~ -, Environmental . _, I Geptechn{caf · •-a Construction Consulting • Engineering • Testing CLIENT u.;z-;0 LA-zv i> DATE "3 ·13 -?:13 INSPECTIO~ REPORT Page_Lof ·i.. PROJECT (Name) Lb?-:,,o L.,4,vi) (Address) (It.{~{, $3A-D. M, REPORTNO. OS9:·7<2:?.-2·t -,3~/ --:: .. Architect ____ ----'------------,----,---'---Building Permit No ...... · ~9,...,B..._-....,;&=-:.za........3;,..._ ________ _ Engineer t" lA--12... n N ¢ Ox< tYtv Contractor "BrAAMd>S ½~ni i-:::JLS INSPECTION MAT'L SAMPLING _OSHPD X. Concrete Cylinders _OSA ___ Cement X..Specialty · __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing :--Mal!onry Block >< Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel --. Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S.Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician : __ Other __ Batch Plant __ Other- __ Bolt Pull-Out ·. __ Other REMARKS '.5?<rrr-I ri L.. I N s p r.:v::.-·v ON QTY -- -- -·-· --· -- -- -- -- --·----. ---- -- -- -- Plan File No. __________________ _ Govt. Contract No.~-------------- OSA or OSHPD #------------- Other d ez 4 '2 1 t'.Y:'-1 TZ 9tY MATERIAL DESCRIPTION IN$PECTION CHECKLIST .k.. Rinf.: Rebar A,£ 2.,. (~-C:,o >;-Plan & Specs -. Rinf., W.W.F. .2s:... Clearances __ Rinf.: Tendons ~ Positions _._ Cone.: Mix #/psi ~Sizes _._ Cone.: Mix #/psi >< Laps _ Cone.: Mix #/psi --. _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mort~r: Type/psi _ Mort~r Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _._Steel. ___ H.S. Bolts __ Metal Decking _. _ Electroi;les __ Fireproofing __ Other _ Corrective action required __ __ . Corrections completed &r · 11n&,.,,.,v 1$ rzq c-1 fuo:rz r':::? C.., $-. 0, <2-, \;> L: I N ~ -I< -\. J -:5-\ J H -I. J C:c-\ J E -\ i € -I ; C,-1, H-S .'\3-7 , ., ) .fl-'5 ft A;-4 ~-1 ; ,. Bai _I:::s s l:::Z '~J sn ir· ) tft<£' '"5Hc-i7C[S -52.10, S5'5o -Pn....4/. 10 . .s~10 > , 5'5{¢ P.n...# l!b. , .. CERTIFICATION OF COMPLIANCE: To the best·ot our knowleqge,.all of the reported work, unle~s otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This. report covers the locations of the wprk inspected only and does not constitute engineering opin- ion or project control. CERT. NO. 088C>9 B ,-es PSI-B-900-170(2) l •J Professional Service ·Industries, Inc.· I:!. • · American EAgineering .Division INSPECTiON REPORT Page-· -z....of -z.. -·-. · - Project Name (per plans) ~L,~as;~· o~LA-'---'-,N_· -,=_b_· _ ____.l ..... m .......... A:~<-2,.,_t~N"'--'--'&n ............ ~c~· n---'--~"~1~o~P-: ..... v ..... H--,___ __ =a..o-=-·rt--t~~P..,.L=($)C"~------- Inspection Date -l -& . . Inspector's Name-7t""--"""'"""'-+--+---+------__:::=...=,---- Ps1 8-900-171 C ,.J Page_1_of_ INSPECTION REPORT Architect __ ,_//-""-O..,_/C.;;:_ __ ----,. __ ___,_---,-_--'-' __ Engineer l?Z"1?TIM ti Du,w:Y. INSPECTION MA T'L SAMPLING QTY _OSHPD -__ Concrete Cylinders -- -OSA · __ Cement -- ...K..Specialty __ Mortar Samples -- __ Mechanical ___ Grout Samples -- __ Electrical ___ Masonry Prisms. __ Roofing ___ Masonry Block _x_Concrete __ Fireproofing -·--__ Masonry __ Units (block or brick) ----- __ Struct Steel _· _ Asphalt Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steei --·- __ Fireproofing -__ ._Steel -- __ Waterproofing , __ H.S. Bolts --·-__ Non-Destructive ___ Tendon (PT Strands) __ $oils Technician __ Other --__ Batch Plant __ Other --__ Bolt Pull-Out __ Other -- REMARKS 1-n- Bffcla-z s PROJECT (Name) t...<;,:t;;o L.&Nb (Address) 61LL.$MO CA REPORT NO. osc:-,-7 02., oL Building Permit No . ...;;;;#t..:......i':"-'6"----='ei=t;'5=---~------- Plan File N0,---------,--------- Govt. Contract No.-------~------- OSA or OSHPD #-------------- Other t 1'7-4-b,tN J4 no,u MATERIAL DESCRIPTION INSPECTION CHECKLIST ....2e.... Rinf.: Rebar A~t5.-~£: , Q 25{_ Plan & Specs -: _ Ririf.: W.W.F. ~ Clearances __ Rinf.: Tendons ...s.... Positions _____ Cone,: Mix #/psi ~Sizes ___ Cone.: Mix #/psi .X: Laps __ Cone;: Mix.#/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: type/psi _ Mortar Batching ____ Units: Block _ Electrode Storage __ Units: Brick _-_ Torque-Applied __ Steel --H.S. Bolts __ M~tal Decking ___ Electrodes ___ Fireproofing __ Other _ Corrective action required __ _ Corrections completed J:· 2.:r:c 2,-, s) ¢ 8 -:Z,.,"2.S n:;, '3 .(cpL.ff{;,"',) 2 .S-:C,45TJ2 c... Id Z,-z..$ -C..,S:rn (_ < i2.c.;;:,Nf:oR,,.c I IV '2 / -J CERTIFICATION OF COMPLIANCE: To the best.of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE-1~;_,_.L.~--.'.!~~~;;:::;;:,._ PSl-8-900-170(2) CERT. NO. oeeoc:,e 1-:e!2 Page_.1_of _/_ INSPECTION REPORT CLIENT L&o l-ttN i> DATE 3-Z.~-cz f? Architect ___________ -'------- Engineer Oz1t:1?nN 4 ])v1/IJN INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders --_OSA __ ,Cement -·- ..L Specialty ___ Mortar Samples --· __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -2!'...Concrete __ Fireproofing --__ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone · __ Roofing -·-·-__ Pile Driving -, . _ Reinf. Steel --- __ Fireproofing ,_·_steel. --: __ Waterproofing __ HS.Bolts -- __ Non-Destructive __ Tendpn (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS :5paz; /~( &?1'2. PROJECT (Name)_L .... &=o.........aakt:""""""A.-a...i2,.__ ___ _ (Address) /1,,.vJ,1 :s Btti> Ce, . REPORT NO. os9 · 20?02,. -1/3?J C- Building Permit No. -=*.__.CZ .... 8,_-__ t..,....'Z.=$..__ ________ _ Plan File No,----------------- Govt. Contract N<;>. a...· ------------- OSA or OSMPD #-------------- Other: IM4h11ven.o/\J :foµrH U?atPCIJ'K (f"rc;,s) MATERIAL DESCRIPTION INSPECTION CHECKLIST 2£_ Rinf.: R~bar B.'=.l 5 '.'" (a(z.. {izt> >< Plan & Specs _._ Rinf.: W.W.F. x Clearances __ . Rinf.: Tendons ~ Positions I __ Cone.: Mix #/psi x-Sizes __ . Cone.: Mix #/psi ~ Laps __ Cone.: Mix #/psi . _ Future Continuity #/psi I --. Grout: Mix #/psi _ Consolidation f I _. _. Mortar: Type/psi _ Mortar Batching I I __ Units: Block Electrode Storage I -. _ Units: Brick _ Torque Applied __ Steel 'i l I ·-. _ H.S. Bolts ! l __ Metal Decking ; __ Electrodes i ' --. Fireproofing I __ Other _ Corrective action required __ : ! _ Corrections completed ! &r eame, '£PC C:.Ot klrn<V 3 -:T_ J L/ -J-1 J C: , s -~. d '1 -e,; l)J C:; a . s,2c;:., ro ., -. ;' s '$ I o -))T k-9 J 12,,C/26' ss::so- DTL-IQ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of-the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME-Y..,.l"--""'BJ!?~[;=;p;:;..=-_"Pa..._____.P._E...._y?;O?: ....... ' .z.;;;;..,S=.:,=,u-=--- (Print Clearty) p INSPECTOR SIGNATUR~...,,""""'"'·..__J"+--+2-· ___,/2-?.J\-==~-'-::::::------ Psr-s-eoo-110(2> / CERT. NO. Q6f3Q'? fl' -££ DATE :3' • :Z-'z'-9 B Page_1_of_L_ INSPECTION REPORT DATE 3-:Z,$-9 % Architect_--'-rk2~_\L ____ --,-_________ --,-__ Engineer 01erYJi..J Ef t> <A "'N INSPECTION MAT'LSAMPLING otv _OSHPD X-Concrete Cylinders _:I_ __ OSA __ Cement -·- ~Specialty __ Mortar Samples __ Mechanical __ Grout.Samples --__ Electrical __ . Masonry Prisms -·- __ Roofing __ Masonry Block -- Y Concrete __ . Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --__ Prestress Cone --. Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts --· __ Non-Destructive , __ Tendon (PT Strands) --· __ Soils Technician _-_Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS OF$S(;f)e..Vt:L:() 5'.22. -30QO Psi PROJECT (Name) 'L.a::t?o L A-,v:D (Address) C@.s Btl D l'A. REPORT NO. b$9-:Z 02 o'.L--42'.3/ Building Permit No.-*""..,.---'9:..,_,'fi"----=6...;;:Z..=S--------- Plan File NO,---------------- G0vt. Contract N_o. ______________ _ OSAorOSHPD#-·------------- Other tll?f16tA./fcno;y <;ourH .('Pn1PUi'X 06 s· .7 MATERIAL DESCRIPTION. ~~::~~:~~~ CHECKLIST :X Rinf.: RebarA~IS· &P-f:, O _ Rinf.: W.W.F. -=-.. Clearances __ .Rinf.: Tendons :::=_ Positions .2!::.... Cone.: Mix #/psi ~i..-'3o00 2':::...Sizes __ Cone.: Mix #/psi ...c" Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi ~ Consolidation ___ Mortar: Type/psi -. Mortar Batching __ Units: Block __ Electrode Storage _. _ Units: Bri_ck _ Torque Applied ___ Stel31 __ H.S. Bolts ___ Metal Decking _._ Electrode& __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed oe 7,) u,2..1 N<:;, :Pc A c c,>r1 (;l}0f: OF· ScQ&tU MIX,. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable section~ of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~-112--C;f1L '? . Yc:f7::b2'.1/?91'-J CERT. NO. oee cG 6 I -x,.5 (Print Clearly) ~ INSPECTOR SIGNATUR~ 1,2~~ PSl-8-900· 170(2) DATE_-=3~-_'2.:.;;....;;..~_-~9~~--2"-----------=---- REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 13Q CARLSBAD, ~A 92008 March 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-387 LOCATION OF PLACEMENT NORTH COMPLEX CLUMN FOOTNGS ·9< PILASTERS GRID LINE H-5 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F March 11, 1998 12:30 pm 4 60 CONCRETE TEMPERATURE, °F 70 DATE RECEIVED IN LAB March 12, 1998 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. .MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE; COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 683459 522 l!IQIE:.APPUCABLE ASTM STAND.Afil).ll~IJNL!"SS OTHERWISE IMllCAIEQ;.l,,Li.J.Me:.c~.:ai,a;.AIR CONTENT··t;~3j-91b-Il=MPERATURE· C1064,JJ&(~~.:J.12.~ SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16535 A 7 16535 B 28 16535 C 28 16535 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 03/18/98 68000 6.00 04/08/98 04/08/98 REMARKS: X Cylinders made by PSI representative. Cylinders,picked up by PSI· X representative. ' · Cylinders made by.Architect's:or · Contractor's representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN:)· (PSI) TYPE OF BREAK 28.27 2410 Cone 3000 Test results comply with applicable specif1catlons. Test results do not comply wilh applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM ·C617-94'. TECHNICIAN: DEREK PETERSO~ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND'MA Y NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F Respectfully submitted, ~I Service Industries, Inc. DAVID,J.i.~ DISTRICT MAN~:CE Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l i/ Information • .,ToBuildOn Page_1_of ..L Engi9eering • Consulting • Testing INSPECTION REPORT CLIENT___.L.~(!=:<._~=...;::C)~---- DATE_--1-/~/:---=~--_.j?'--'"--- Architect __ ;_-f-.___o.=....,L,___ ________ ~_ Engineer_ ..... ,n~~<:£,,_· ~M-----~----'--,---- Contractor._~73~_7)_~(_~-------- INSPECTION MAT'LSAMPLING _T_ _OSHPD .Jfl_ Concrete Cylinders __ OSA . __ Cement ---- __ Specialty __ Mortar Samples --__ Mechanical ___ Grout Samples __ Electrical . __ Masonry Prisms __ Roofing __ Masonry Block Lconcrete __ Fireproofing --__ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete --- __ Prestress Cone · __ . Roofing -- __ Pile Driving __ Reinf. Steel -·- __ Fireproofing . __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _._Other -- __ Batch Plant __ Other -·-- __ Bolt Pull-Out __ Other -- PROJECT (Name) · Lt:.-toofJ.:.-?,, J (Address)_.,,..__-,-. ______ _ CwLss1t:v.r {1__ REPORTNO. ~OcOZ--9f'7 Building Permit No. 9'3-/ () Z9 Plan File No, ________________ _ Govt. Contract No. ______________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST ..KL Rinf.: Rebar AS'n,-z ~I:.~-_c_ Plan & Specs _ Rinf.: W.W.F. ~ Clearances _ Rinf.: Tendons -)Q. Positions _)L Co~c.: Mix #/psi5:"<""!. /~ c oc. _psizes _ Cone.: Mix #/psi ' -¥'Laps ·_ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi -If)_ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME ~~~A ~r; ~~'"~ INSPECTOASIGNATUR L£CJ._~ PSI-B-900-170(2) CERT. No._____,,:;3........;S-:......:::..3<=?.-.:..=cg"~_...,S..,__,J)....._'#~3~S::__,_/ __ DAT~----1-/+--c-/-_,S:::,,,,___~_.J..9_,,7.___ ____ _ OCT 23 '98 11:32 FR PSI CORONR CA 909 272 4271-TO SAN DIEGO P.08/12 ltEPORT OF DAILY BUILT-UP ROOFING INSPECTlON OWNER: Lego Land Estates, Jnc. PROJECT: ~go Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR; Bernards-Brothers Construction SUPERINTENDENT'S NA.ME: .Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DA TE: October 8, 1998 . . REPORT NO: 059-70202, 219-77044 (66)-l} 15 Areas worked: Frccplay and Imagination Cafe ________________ %Project Completed: _____ n/....,a~-------- Weather: sunn _ Temperature: 60 "F to 80 np Roofing foreman: Bill Sellon Crcv; Size:L_J'imc Worked: 7:00 a.m. to ___._l.:.:l:=00::...c.,p,=rn,_,_. -'--------- Cant Size: 3" Type of Drain: Smith. Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: yes Slope: 1/4" per foot Material Protection: On pallets? yes Covered? yes Labeled? yes pry? _y"""e""'s _____ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: 1" square head nails Spacing: 18" O.C:, 9" O.C. at laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method: ___ s=o=lid=-=h=ot...,m=op;;;..-_______ _ Surfacing: Type: rock Erribedment:---=s=o=lid=h=ot:...:m=op _______ _ Flashing Type: . Flintlastic GMS/fl Modified Asphalt Spec.#,:..:;:M:.::.:B::.::F=---------- Attachment Method: solid hot mop Fastener: l" square head nails Spacing: 9" 0.C. Bitumen: Type: III Bulk shipment or carton? ___ -=ca=rt-=o:-.n;;...._. ______ _ (EVT °F) Kettle Temp: n/a a.m. up ______ a.m. _°F ___ __,,p.m. "F Rooftop Temp.: __ -a.m._''F ____n.m. °F __p.m. _11F Edge Metal Type: n/a Gauge: 24 Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: _t=o=rc=·h .... d=o--·w=n=----------,-------------------Debris Removed: yes Penetrations Sealed: yes Test Cut: -=no _______ _ COMMENTS: 1. Primed deck and let dry. 2. Torch down membrane to base flashings. 3. Nailed o!l mp 9" o.~. PSI INSPECTOR: Bert Manille ,. ,! . I ·Pl'ofc~sinnal Sc"'i~~ Industries, Inc., 350 S. Mnple, Unir K, Corollli, CA 91720, (909) 272-4230 OCT 23 '98 11:32 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO· P.09/12 REPORT OF DAILY BtJn.T-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA C3l1Ilon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: October 12, 1998 Areas worked: Experience Show Building REPORT NO: 059-70202, 219-77044 (67)-CJ}le ________________ % Project Completed: _______ 3_0"""%,_ _____ _ Weather: cloudy a.m./sunny p.m. Temperature: ......_60 ____ "F to Roofing foreman: Bill Sellon Crew Size:~Tinie Worked: · 7:00 a,m. to _1 __ 1 : __ 00........,p. __ in __ . --------~ Cant Size: 3" Type of Drain: Smith Cricket size/slope: 1 /2" per foot Deck Type: concrete Clean: . yes Dry: }:es Slope:--=-fla=t'------ Material Protection: On pallets'? yes Covered'? yes Labeled? yes Dry'? _.y._e"""s ____ _ Base Ply: GS Glasbase Base Sheet, #'25 . Attachment:.....;;.so=t ... id __ m __ o_,.p_,..p __ ed"'--_______ _ Spacing: Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-Ill Modified Number of Piles: Three Application Method:_s=-o=lid=ho""'t"""rn=o=p.,__ ______ _ Surfacing: Type: rock Embedment:--=s=o=li=d __ h __ o __ t ___ m __ o.._p ________ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt 5pec.#.,.,.,:M=B=F=-.. ________ _ Attachment Method: solid hot mop Fastener: l" square head nails Spacing: 9" O.C. Bitumen: (EVT "F) Type: III Bulle shipment or-cartort? ___ c=ar __ t __ o __ n __________ _ Kettle Temp: 9:15 a.m. 310°F 11:30 a.m. 490 "F 1:00 p.m. 510 Rooftop Temp.: __ a.m._°F ___Q.in. °F __p.m. _°F Edge Metal Type: n/a Gauge: __ __,2=-4,___ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: -=h=o=t..::;::a=sp=h=al=t-...--------------------------- Debris Removed: yes Penetrations Sealed: yes Test Cut: no -~------- COMMENTS: I . Swept deck and primed with concrete primer, let dry. 2. Hot mopped taper edge into place, comprised of.perlite AA and BB bards and polyiso 1" and 2" boards over entire roof. 3. Hot mopped tapered edge·boards for washbacks between drains. 4. Hot mopped cant strip in place. S. Hot mopped one ply base over insulation. PSI INSPECTOR: Bert Mantik .. ProfcSlliflMI Service lndustries, lnc., 350 S. f,.faple, Unit K, Cni'on:a., CA 91720, (909) 272-4230 l ;Jinformation • .ToBuildOn Page_1_of _l_ Engineering • Consulting • Testing .INSPECTION REPORT CLIENT __ L_~-,-~--- DATE ___ 1 __ 0.._--c;,6_...l, ___ -_7 __ i ___ _ Architect __ ~h~/_e;_C..=-__ __,_ ____ ----'---'-- Engineer __ _,)?J.__...__.J.__,,_,/v1a...-.,. __ -______ _ Contractor._73~~0-----'C=---------- INSPECTION MAT'L SAMPLING QTY __ QSHPD _._ Concrete Cylinders --_QSA __ Cement --__ specialty __ Mortar Samples --__ Mechanical _._Grout Samj)les --__ Electrical -. _ Masonry Prisms. __ Roofing __ Masonry Block _):!_ Concrete ___ Fireproofing -- Masonry __ Units (block or brick) --=2Sl Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts -·-- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant _ -_Other -- __ Bolt Pull-Out , __ Other --- REMARKS " " PROJECT (Name) ~JPL d (Address) )~ C -.2-lsa)(, ~ 6 REPORT NO. '? o --,_Jl!J'""L -9if3 Building Permit No. __ U--=--/---=0:;....=2~9 _____ _ Plan File No, ________________ _ Govt. Contract No.-------------- OSA·or OSHPD #-------..------- Other 7tn1tOV;1t f~ -&,eue-trCL .rl~ -r I MATEf31AL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Repar -Al-Plan & Specs _ Rinf.: W.W.F. Clearances ___ Rinf.: Tendons Positions _. _ Cone.: Mix.#/psi _Sizes ·_· _ Cone.: Mix #/psi _Laps ___ Co~c:: Mix #/psi _ Future Continuity #/psi __ __ Grout: Mix #/psi _ Consolidation __ .Mortar: Type/psi _ Mortar Batchinn _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _jL_ Steel b..t:l!J!J A.-1.. (, • _H.S.Bolts _ Metal Decki~ ...IL Electrod~s ~7o .t::~ _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. _This report covers. the locations.of the work inspected only and does not co~stitute engineering opin- ion or project control. · INSPECTOR NAME ::z;~lo,-,.,,,.~ ~rly) INSPECTOR SIGNATUR~~~/ PSl-8·900-170(2) ' .'f"E 7o 2 S .. o #3 !> I CERT. NO.__,._-l...J"'--'_W:!...~'1:___-=-,_""_:.___;:._~----- DAT~..,..,.. ------"-/-=0-·-~~_.'-,;;....·_-~1?;.,....;;_ ___ _ .. ·~ -' ' l rt;;;;:;;1 Information ~._,,• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINA~ SUITE 130 ' CARLSBAD, CA 92008 PROJECT: LEGOLru,:JD THEME PARK CARLSBAD, CALIFORNIA DATE: November 05, 1998 OUR REPORT NO.: 059-70202-1001 FIELD DATA: LOCATION OF PLACEMENT EXPERIENCE SHOW WEST STAIR FOOTINGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 05, 1998 08:15 am 3 1/2 66 70 November 06', 1998 PSI\DAN RAMAGE NELSON & SLO~ SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE: Af:f:LLCABLE.8SIM.&TANDABD.S,IJ.NLE~~9Jl\EBWJSJ'1ti01QAIEQ:.J;.Ll.1Me;_(;liHJJ.a:AJRC.O.NIENI:.C.2ll:Wl;JEMf:l:BAI.IJBla:.J,1.Q2H.~(W;_Chfell;J.<z:,,C~~-3 COMPRESSION TEST RESULTS ASTM C39-94 -----·-·--· -- NELSON & SLOAN 742719 552 ' SPECIMEN ORATORY I IDENTIFICATION TEST I TOTAL CYLINDER CYLINDER COMPRESSIVE LAB N UMBER i OR SET NO. --·----+---- 18 18 18 18 207 207 207 207 SPEC IFICATIONS I A i ' i B ) C ' D I l ' I ----------------· -- AGE DATE OF (DAYS) I TEST ' 7 I 11/12/98 ! i 28 12/03/98 I 28 12/03/98 I ! I 28 REMARKS: X Cylinders made by, PSI representative. Cylinders made by Architect's or Contracto(s representative. TECHNICIAN: DAN RAMAGE LOAD DIAMETER (LBS.) 70000 Cylinders picked up by PSI :X: representative. (IN.) 6.00 Cylinders delivered·to PSI laboratory. AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2480 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Professional Servi,e i?trie~c. ~ I!/~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL: WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT ~ER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . · -Tfft ~ •J lriforf!10tion ' I~..,. ®To Build On Engineering • Consu#ing • Testing ·· ,-·· · · t • " ... ,,. ' .... 'l l . __ , -_:_· ...... .,.,,_. ~ ~. • ... :~ \ ~ .-. : .:. ' ' :· ,,, • l -.... ' • --, . .. : . x~;. ,:.· .,-,.,;r .-.::. ·;" . ·:·/·"' •. : : !'!,'! :·,\ ... , • :· • !!~_ ... -:;· " ': '.··-: 1·:·-:. '., _•,: :•: ,~...:.: ...... .---:, =~ ..... ~.".•: •::--•:,,~: ·.,,. ,, RE~Q_RT OF CONCRETE COMPRESSION TEST • ~ .. ' ' • < ' .. TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 November 05, 1998 REVISION #1 OUR REPORT NO.: 059·-70202-1001 LOCATION OF PLACEMENT EXPERIENCE SHOW WEST STAIR FOOTINGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 05, 1998 08:15 am 3 1/2 AIR TEMPERATURE, °F 66 CONCRETE TEMPERATURE, °F 70 DATE RECEIVED IN LAB SUPPLIER DELIVERY TICKETNO.rfRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER NELSON & SLOAN 742719 552 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 06, 199?. · PSI\DAN RAMAGE NELSON & , SLOAN 1 ;· • · -' .. . . ~-·- FINE AGGREGATE COARSE AGGREGATE ADMIXTUR~. _ ,-.. , 1 .. ·-_,.,~· ..-~-; :,_: ~ , -~: '_• ~. ~" ._ ...... . NOJ:E;; APELJC/\BLEAS.TM..SihND68DS.UJ'!LJ:S.S_OJHJ:B!JYJJ;J:JNRLC6IJ:D~.$.UMe;.c.14.3.,,9_o~~AIR..C.Ql!lIEN.I:..C~.Bl~E:...CJ.!19.H.li.(~:.CAEElliG.:J::.12ll:.11.a COMPRESSION TEST RESULTS ~BOR:;o::::lJiri'b~A~:J-~JJl-DATE OF ----I ---[8lt_L_~--g-~-¼-i0-Ti-~-~c-v-,,kR-1i-~-ER~-c-~-~R-PjN-EJ-j~~E NUMBER --i--OR SET NO. ___ , (DAYS)~----_T_E_ST ______ , -___ (L_B~-~----e---~(IN~.J ________ <s_o_. _IN_,l__,_~(_PS_I_) ____ TY __ PE_O_F_B_R_E_A_K _ __, 18207 18207 18207 18207 I , i A ! 7 J 11/12/98_ i B . 28 i 12/03/98 IC 28 I 12/03/98 D j i I 70000 6.00 103000 6.00 102000 6.00 28.27 28.27 28.27 2480 3640 3610 Cone Cone Cone ! s;E~~~-1c-~-:_-~s-_~ __ -_-_-___ -__ __,_2_.l·-------~~----~-----~----~-----1--3-o_o_o--1--------------1 - -' -·, ------ I REMARKS: X Cylinders made by PSI representative. · ,,.,-Cylinders made by Architect's or Contracto(s representative. TECHNICIAN: DAN RAMAGE Cylinders picked up by PSI X representative. · Cylinders delivered to PSI laboratory. Test resµlts comply with applicable specifications. Test results do not comply with applicable specifications. COcNEOR Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~It/( THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL S_ERVICE INDUSTRIES, INC. PSI /\-200-4 (4)F DAVID J~Y~k DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ...,tii-';J Information ~..,. ®To Build On Engineering • ·Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 11, 1998 REVISION #2 OUR REPORT NO.: 05·9-70202-823 FIELD DATA: LOCATION OF PLACEMENT SEATING SLAB-ON-GRADE B. 5 @ 2 .1 PERMIT# 98-1029 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Ai+gust 03, 1998 08:45 am 4 78 90 August 04, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKE'fiNO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER. ¼ FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE.MThtil.IA!iMBDS UNLESS OTHE_RWlSEJNDICAIED:fil.!./MP· C143,9Da· All;! CONTENT· C23M!1b: IE_MP.EBAIUBE;J:10.GH!l(93)· CAPPING· C123j,93 COMPRESSION TEST RES UL ts ASTMC39-94 NELSON & SLOAN 718845 1386 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17505 A 7 08/10/98 17505 B 28 08/31/98 17505 C 28 08/31/98 17505 D 60 10/02/98 SPECIFICATIONS 28 REMARKS: ·x Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. -LOAD DIAMETER (LBS.) 59000 84000 82000 85000 Cylinders picked up by PSI X representative. (IN.) . 6.00 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2090 Cone 28.27 2970 Cone 28.27 2900 Cone 28.27 3010 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. 60-day break meets 28-day specification requirement TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~~e · Industries, Inc, DAVID J. RY , RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l.,.. iii-'i/ Information ~-11• .To Build On Engineering • Consulting • Testing REPORT OF CONCRl:TE COMPRESSION TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 September 24, 1998 FIELD DATA: . PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OURREPORT NO.: 059-70202-922 LOCATION OF PLACEMENT EXPEN SHOW ROOF BETWEEN C & B, 5 & 6 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F September 17, 1998 10: 3·0 am. 4 71 CONCRETE TEMPERATURE, °F 82 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 18, 1998 PSI\ROLAND ROOT NELSO;N & SLOAN SUPPLIER DELIVERY TICKJ:T NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT. WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 730825 787 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDIC_ATED:.SJ.VMp· CH3-9Da· AIR CONWNI' C23_1-91b' _TEMPERATURE: C1064-~6193)· CAPPJNG· C1231-93 COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) 17870 A 7 09/24/98 88000 6.00 17870 B 28 10/15/98 17870 C 28 10/15/98 17870 D SPECIFICATIONS 28 REMARKS: .X Cylinders made ~y PSI representative. Cylin.ders P!cked up by PSI ~ representative. . Cylinders made by Architect's or Contracto(s representative. . Cylinders delivered to PSI l~boratory. TECHNICIAN: ROLAND ROOT CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3110 Cone 4000 Test results comply with applicable specifications. Test results do not.comply with applicable specifi~alions. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD J¥/Qii:?iu,tnc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE-INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-1 (4)F DISTRICT MAN~E Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite ·E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ""'Ji;iJ Information ~..,,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 24, 1998 OUR REPORT NO.: 059-70202-923 FIELD DATA: LOCATION OF PLACEMENT EXPEN SHOW ROOF BETWEEN C & B, 2 & 2. 3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F September 17, 1998 09:40 am 5 1/2 70 CONCRETE TEMPERATURE, °F 82 DATE RECEIVED IN LAB September 18, 199S:- PSI\ROLAND ROOT ,,, FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY NELSON & SLOAN .. :. :r.- SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORT.IONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 730805 787 . . ~ . NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDIQATED·SLUMP· Q143-9Da· AIR CONTENT· 0231-l!Jb' TEMPERATURE· C1D64-B6C93l· CAPPING· C123M3 . . . COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION . AGE DATE.OF NUMBER OR SET NO. (DAYS) TEST 17869 A 7 09/24/98 17869 B 28 10/15/98 17869 C 28 10/15/98 17869 D SPECIFICATIONS 28 REMARKS: · lf_ Cylinders made by PSI representative, Cylinders made by Architect's or Contractofs representative. ASTMC39°94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 88000 6.00 Cylinders picked up by PSI ~ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: ROLAND ROOT CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 3110 Cone 4000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service cc: LEGOLAND (4), BERNARD BROTH.ERS, H.O,K., CITY OF CARLSBAD ~J, CB THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4lF DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l iif lnfonnation • .ToBuildOn Page_1_ot_.l Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name),~L-e~G:0~~/4=~~a..:!J==· t...:_ CLIENT___.l-=-=~--0. ........ n::0~--- DATE __ 9_._----'Z,~J"----2........__P'_ (Address) r . YI ~/2,~ ~ Architec.t._ _ ___,._f---=--f___;;C];:__,...<f,._t:'.____, __ ~'------ Engineer __ ...,..m~-1--q,,--=--~f11--'---"'--,------~--- Contractor._~B~ .... /..,.,.~'--""C _ _.,,'----'---'------ REPORT N0._~:)+-'-0~2~-<.a.6~-Z...-=-_"7..;:___2-.....:4''-- Building Permit No. ___ q...L..4,e_,____,_/....,6..._.,:Z,""'-,CZ......_ ___ _ Plan File No, _______________ _ Govt. Contract No.-------------- OSAqr_O.SHPD #"' ---r-= Other..k'7th~ INSPECTION _OSHPD _OSA __ specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry ~ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ 'Other __ Other ____ _ __ Other ____ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar ______ ~ Plan & Specs _____ _ ___ Rinf.: W.W.F. . _ Clearances _____ _ ___ . Rinf.: Tendons _ Positions. ______ _ _ . __ Cone.: Mix #/psi -/'sizes _______ _ ___ Cone.: Mix #/psi _ Laps _______ _ ____ Cone.: Mix #/psi _ Future Continuity #/ps . ._· __ _ ___ ._ Grout: Mix #/ps_i _ Consolidation _____ _ _____ Mortar: Type/psi _ Mortar Batching ____ _ _. ___ .. _Units: Block _ Electrode Storage ____ _ ___ Units: Brick _ Torque Applied ____ _ _ · _. -'A Steel *(111 Jlf 3 {p _____ H.S. Bolts, ______ _ __ __ _ Metal Decking _____ _ ____ -,JC... Electrodes E:,-'"JOJL'IL ____ Fireproofing __ ;:;;'-:;.-::.,-;~-:;.~-• ____ ::£...,._ Other _ Corrective action required __ -----'--'------_ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. N0._,';:6 _____ ].L..:::0~3-....... <;'"f)l..4,L.....i__;;,,,'3_;;S--_f'----_ DATE ___ Cf_._-_-'2..--=-=.3_-_7..t...~~---- PSl-8-900-170(2) l I/ Information • .ToBuildOn Page_1_of _f_ Engineering • Consulting • Testing iNSPECTION REPORT PROJECT(Name) Lt:!!czollf-ncl CLIENT_.....;l....:...::~-..fu-=-r-,:,0..__ __ _ DATE __ 'f_...-=-Z:Z.,=--_,j_.'2j',___~ Architect._ __ __,H _ __;;:oa;..__....a;\l,=-------,...--- Engineer ___ -;J~Nl..J-T". ci.-~ _ ___,W\'--------------~- Contractor. ___ =s ... · -· _13-+-,,_c _ __)'------------ INSPECTION MAT'LSAMPLING QTY _OSHPD ___ Concrete Cylinders -- _OSA __ Cement ---- __ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical _._ Masonry Prisms --__ Roofing __ Masonry Block --__ concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- ~Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ . Steel ----- __ Waterproofing __ H.S,Bolts ---- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- (Address) ~? ~ c~t5/Y91), ~ REPORT NO. )t; "'e, 1.,...-z'i-C Building Permit No. S'S. I b "?... 9 Plan File No,-'------------------ Govt. Contract No.-------------- OSAor OSHeD # " ,, c"'/ Other Tbts=,, 'IO!-if ery,... -5fefllUCe ;c)hc,-c,J MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Repar ...1f2. Plan & Specs __ Rinf.: W.W.F. ~ Clearances _ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi ~Sizes _ Cone:: Mix#/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units, Block _)!2 Electrode Storage __ _ Units: Brick _ Torque Applied i Steel M-,:W, II~ _. _ H.S. Bolts __ Metal Decking JO_ Electrodes /E ::zo 1',<; _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAM"~ ~w M;ll INSPECTORSIGNATURF~~¼ · PSl-8-900-170(2) _ • CERT. No._'f'Z..!...!£...7..!:..:0:::...;j~_S~1)~--!f.~3:..:$"";.,_)~-- 0ATE ____ 9,__-__ 2_2_-_,.._<f=-------- l •/ Information • .ToBuildOn Page_1_of _j_ . Engineering • Consulting • Tes(ing INSPECTION REPORT . . PROJECT (Name) Le c,o l }4"'\A d · cuENT~L~e~c-~ .... o-~-- oATE __ q_-_2~y_-___.s: __ c:z __ Architect._ _ __,_H............,0-. ..... IC-=----------.,.--.a------ Engineer __ yY\_.__ _ __,-;.L..-..1.~----·____;;c ___ _,....._'--'--- Contractor. __ 3_\.,,,,._,.'--'\3...,._..__c__~'---------- INSPECTION MAT'LSAMPLING QTY _QSHPD __ Co11crete Cylinders --_QSA __ Cement --__ specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical -, _ Masonry Prisms --__ Roofing __ Masonry Block -- __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) $ Struct Steel __ Asphalt Concrete _.·_Prestress Cone __ Roofing __ Pile Driving -. _ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H,S. Bolts -- __ Non-Destructive __ . Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant ·_._._Other -- __ Bolt Pull-Out __ .Other -·--- REMARKS ...... (Address>---------.....---c~ rs:B-,4-o . c~ . REPORT NO. 7D2,,..6~ ..f7z_ 7 Building Permit No. :f :8 I C'.1,.,3, Plan File No, _______________ _ ~ovt. Contract No.-'---------------- CSA-or OSHPD #~· --------,,=-,----- Oth~r £x:p-o12 fe,...A,Ce r;;c;; +d MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar . ')t' Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _· Cone.: Mix #/psi .,.:..Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _. ·-Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batchinn _ Units: Block ~ Electrode Storage _ Units: Brick -_ Torque Applied .. -!:steel ~~m ,q. ':f'lt, _HS.Bolts _. Metal Decking . C \<-. Electrodes r:,-,,..._~-y_ {..,')' 0~ _ Fireproofing ~~a ..,x:_ Other o!Srm _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME J)~?~ ~y.._ · al-() . INSPECTORSIGNAT''~~-~ PSI-B-900-170(2) CERT. NO;_fg~7<...:::()'"""'J_.1___..$_l)_:#-"'3,__.S"")~· .._I __ DATE _____ '9_,__--=2..:a...4 ...... -_~_,_-....._ _____ _ ·l •'~ •1 Infonnation, · ~..,, •• To Build On · " Page_1_of ;;:J_ Engineering • Consulting • Testing INSPECTION REPORT . CLIENT_....,/__,&c __ --=~_,_,D __ . --PROJECT (Name) leGD/~d .. DATE_ ....... 9_-___ Z __ 8';_..-_'-ri? ............. ___ _ (Address)--.,· .,------:-------,~,-- C/14:Rk 73 A-]) , G . Architect ___ .:....f""""t_ 1 ...;:O~ . ....,/C_,."--------- REPORT N0. _____ __.7'--'0--.-2...c.;..:,6...,2~--- Building Permit No. __ q-4--'g __ -..... t ..... 6 ........ ? .... « _,_7' ____ _ Engineer __ _._/Y) ____ o,__._/11__.'----------,---- Plan File No. _______________ _ ~ovt. Contract No. ______________ _ Contractor. _ __.)3 __ ....,3"--"'C_.;,.___ ______ _ OSAorOSHPQ#---,-----,...---------,---,,-- -Othe£,l;,t!jUnA 71;,_,-Z;>~et~.ttCe. s5½,;.cj INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _Concrete Cylinders --_ Rinf.:"Rebar :.)fl Plan & Specs _OSA _.Cement _ Rinf.: W.W.F. _ Clearances _specialty _. _ Mortar Samples --_ Rinf.: Tendons _ Positions _Mechanical _ Grout Samples --_ Cone.: Mix #/psi _Sizes _Electrical _ Masonry Prisms --_ Cone.: Mix #/psi _Laps _· Roofing _ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _concrete _ Fireproofing _. . Grout: Mix #/psi _ Consolidation _Masonry _ Units (block or brick) _ Mortar: Type/psi _ Mortar Batching ~Struct Steel _Asphalt Concrete -·-___ Units: Block _ Electrode Storage _ Prestress Cone _Roofing ,· _ Units: Brick _ Torque Applied --a _Pile Driving _. _ Reinf. Steel --lL Steel JfSrm 11.i"'"© _ Fireproofing -. _Steel --_H.S.Bolts _waterproofing _H.S.Bolts _ Metal Decking l --JL Electrodes ~ 71"1..t'.r. ~~d /e_ i-. ' _ Non-Destructive __ Tendon (PT Strands) I _Soils Technician _Other --_ F.ireproofing _ Batch Plant ._Other ...J2_ Other A.S't:m A .lk _ Corrective action required __ _ Bolt Pull-Out _Other _ Corrections completed I -- REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge,· all of the reported work, unless otherwise noted, substantially complies with· approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ::z>~:;;:lt1:•"'\t4 91 e. . . . -Z1 INSPECTORSIGNATU~ -_-,.~ PSI-B-900-170(2) CERT. N0._9,_,.S ....... li-='0...-:::3_ ....... S"'""t>.__-#-_3_,_s::;-I-I __ _ . . DATE ___ 7:'-----"Z;;;;.J<;'.___-,+-? _____ _ Professional Service Industries,· Inc. American Engineering Division · · · . INSPECTION REPORT Page.c:2.of;; Project Name (per.plans)---'----·-....L"!""._ :.L.m...:.· .::..:A-_,Jf.Lt • .L:N:::...alt:r:..L...1-taL.:i.uN:....:!!. "'----..... ~--=--,c..L> ..... 82/l=: ·=· =~=· ~'-=-'C=c=-:-----'c ... 9 ...... ~'---""-""-'""""'-------- Inspection Date lnspecto~s Name~i........,.~:!:-,~ic:::.,.-~~~.q.iic---:-----,,-,------,--,.- Ps1 B-900-171 Page_1_of_ INSPECTION. REPORT CLIENT L-fftzo kAtxS':> DATE--~=-·~""'7~-_,9~C~,------------ Architect_=->.::.-..--------------,--- Engineer M &12..:n u INSPECTION MAT'L SAMPLING QTY _OSHPD ___ Concrete Cylinders -·--. _OSA __ Cement --· X' Specialty _._ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block --__ concrete ___ Fireproofing. --__ Masonry __ Units (block or brick) --__ struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive ___ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other __ Bolt Pull-Out ___ Other -- REMARKS {;i ci, <':;, "'t:>, L· 1 0 · Pt d r\ ' > A;r,,, Th PROJECT (Name) L(fuQ LANu (Address) CA,u SBtl I> 64 , . REPORT NO. q;e;-:,02.c:1.-. fi5';)._fr Building Permit No. --:.'t_S_-_G:-;;;;,.?-.=;,....:::~--------- Plan File No··---------------- Govt. Contract No.----------------- OSA or OSHPD #--,------------- Other \MAC.-,\ f-,H1'TJO,l...i NC\l)."I3::\, "-0•1.'\J'l 0( ~U'.\, MATERIAL DESCRIPTION INSPECTION CHECKLIST 2S._ Ririf.: Rebar Al2l:5 -G..Z..i..oo ~ Plan & Specs __ Rinf.: W.W.F .. .).. Clearances __ Rinf:: Tendons ~ Positions _._ Cone.: Mix.#/psi >-Sizes __ Cone.: Mix #/psi --2::.. Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi· __ Mortar Batching ___ Units: Block ___ Electrode Storage ___ Units: Briel< _ Torque Applied ___ Steel __ H.S. Bolts ___ Metal Decking __ Electrodes __ Fireproofing ___ ·_ Other _ CorrE!ctive action required __ _ Corrections completed .. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of-the building codes. This report covers the locations of the Work insp~cted only and does not constitute engineering opin- ion or project control. INSPECTOR NAME YIDH-~ '"\::> . 761\::,-,.V,0~ {~--~ ~~~ INSPECTOR SIGNATURE_Y...:1~=-.l....:...._l~--\,---~~~,::__,-o::......·...:..=.....· DATE;_ fo-"";,-~$ PSl·B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT Lm,,.o Lr1Hi'> DATE '2 ~ "3-'it\ Architect_~H_,o""'"J_c. ______________ _ Engineer Ml-1(2.T7tV- INSPECTION MAT'L SAMPLING QTY _OSHPD · __ Concrete Cylinders --_OSA _-_Cement 2:L.Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- --2$'._Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ struct Steel __ Asphalt Concrete --- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel ----__ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) i.ereo LAl':::'i> (Address) 6'.t£-Si?Mu Ck REPORT NO. o-~.-,-,o-z.o 1.. -u/F;). J3 Building Permit No. _9.._e=--_-=G:,:;_·2.....,5'."----------- Plan File No,-----------------'----- Govt. Contract No. _____________ _ OSAorOSHPD#------------- Ot.her \"'1i!lba.7AT\cµ :§>eu.1 A (l..C~"' }>LSJC.' ~'2- MATERIAL DESCRIPTION INSPECTION CHECKLIST · ~ Rinf.: Rebar Able; ~~1l.-~O ~ Plan & Specs __ Rinf.:W.W.F. >--. Clearances __ Rinf.: Tendons ><; Positions ___ Cone.:· Mix #/psi )<. Sizes __ Cone..; Mix #/psi 2s,.Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ __ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _-_Steel -- __ H.S. Bolts _ .. _ MetakDecking ___ Electrodes ___ Fireproofing __ Other _ Corrective action required __ _ Corrections completed A -' t MA~\ N 1-177 Or,..J 0 lu <~))2...tL --:-J?_ITT_L ___ x_'-_A_,v_-_ ... ..,, ___ d_N_»~---_s_t;'_1..;-t..._e --_'_r~:= Otv $ 0 CERTIFICATION OF COMPL:IANCE: To the best of our-knowledge, all of-the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations-of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J2iffi.:e7'--1? \'.>ms Oi,Q CERT. NO. t,,t,,.,&O'r n I ~ $ o -(Print Clearly) l INSPECTOR SIGNATURE V ,,_.j f -"'P..~ PSI-B-900-170(2) DATE-~.h~~~3~-__,_1~8--------,.........---'----- Page_1_of _J... INSPECTION REPORT DATE C;,·· s-~~ Architect_=""-="-"'------------------.;.._--- Engineer Y'.Y\ k'W1-+n ,-..? INSPECTION MAT'LSAMPLING QTY _OSHPD ..J.!:!.. Concrete Cylinders ~ _OSA __ Cement .. . _.l,c_Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --· ..2!':...Concrete __ Fireproofing --__ Masonry ___ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone -·-. Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing · __ Steel -- __ Waterproofing _._ H.S. Bolts -·- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -·-·- REMARKS A-;t; 3QO~ i?S \ () (") PROJECT (Name) '-e:'ko L~ (Address) &tib<.&ryrtl'\ M, REPORT NO . ....,O'::..:'.f! ..... ,__,·-z."""'01-""":.;;,=-··t....=----=&?_sy __ __,,F-;f: __ Building Permit No·. ___,c:r..,.s._~_(.,,=:..;;;.l.:=S _________ _ Plan File No. _______________ _ Govt. Contract No.-----------,------ OSA or OSHPD #----------------'- MATERIAL DESCRIPTION INSPECTION CHECKLIST >< Rinf.: Rebar A!icl:!:z-t,..2..~'0 . ~ Plan & Specs __ Rinf.: W.W.F . "> Clearances ___ Rinf.: Tendons >< Positions ...k. Cone.: Mix #/psi ~I-'t...-?z coo __ Sizes __ Cone.: Mix #/psi · __ Laps __ Cone.:. Mix #/psi __ Future Continuity #/psi ___ Grout: Mix #/psi ~ Consolidation ,) ~?:::,,4:-:rl:02 k'.b __ Mortar: Type/psi -·-. Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied __ Stefill ___ H.S. Bolts __ Metal becking __ Electrodes -. _. _ Fireproofing __ Other __ Corrective action required __ __ Corrections completed \IN\ A:(,, 1 CY A:-0 ~ N \',,,-1 ,;, .e, s? ,i-> CERTIFICATION OF COMPLIANCE: To the best of our knowledgel all of the reported work, unles$ otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ · 7 · ?t,,£n;.-l)\..S,2 :Q CERT. NO. oe~Q'i<ia• 1 -n s (Print Cleaily) ~ l INSPECTOR SIGNATURE ::p_ j t? -~ z s-=-- Ps1-s-soo-1?0(2> Page_1_of _\ INSPECTION REPORT CLIENT L fil;.o Lfbt'.-J'D DATE-~~--~~~--S~$...__ ___ _._ __ Architect_-=~----------------'----,----- Engineer MA::v?--:o ,,1 INSPECTION MAT'L SAMPLING QTY __ OSHPD ~ Concrete Cylinders ~ _OSA _. _. _ Cement ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --·- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --x Concrete __ Fireproofing --·-__ Masonry · __ . Units (block or brick) -·-- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone . __ Roofing --· __ Pile Driving __ Fieinf. Steel -·- __ Fireproofing __ Steel -·- __ waterproofing __ H.S. Bolts -·-- __ Non-Destructive __ tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Oth?r -- __ Bolt Pull-Out ___ Other -- REMARKS 'MAC·,, N ¥3:'.'f] 0>-.} PROJECT (Name) l.-!£?o '-sA:tYv (Address) C-#a...LsiY.\:~ CA· REPORT NO. o<:.c.., ·:,..:;,1,c,R Building Permit No. ___.'1 .... e~,_-_,""'.,..,,:-z..=.3~--------- Plan File No. _________________ _ Govt .. Contract No.----,------------ CSA or OSHPD #------~------- Other \ Mt\1.., 1 1v 1:ra Qt:Y l 2PWs:v. MATERIAL DESCRiPTION INSPECTION CHECKLIST ..::.,:_ Rinf.: Rebar Afo>5 l!:.~·~Qc!lac >< Plan & Specs __ Rinf.: W.W.F. 2S... Clearances _._ Rinf.: Tendons ~ Positions ~ Cone.: Mix #/psi $'.2.::Z. -3 o ,:, o _Sizes __ Cone.: Mix #/p~i ._Laps __ Cone.: Mix #/psi _ Future Continui_ty #/psi __ Grout: Mix #/psi .X Cons_olidation"1J?>P-&'t:01L __ Mortar: Type/psi _ Mortar Batching __ Units: Block -Electrode .Storage __ Units: Brick _ Torque Applied __ .Steel. _._. H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing ' __ Other _ Corrective action required __ _ Corrections completed C o N< tH :Ct"I£ -· ::, l~0,1.-'?:--~~ °?\...A(v'S V\•'--~ -s(>~~,c..4nc,t., CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the.reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Vi;;,')'.UDL. ~ ) l:ITJ:ITL:Ss) ~ CERT: NO. O52£,QC, 'Q\ -£,$ (Print Clearly) ' INSPECTORSIGNATURE :J) j' X ~h.c? PSI-B-900-170(2) Page_1_of_,_ INSPECTION REPORT CU ENT 1.-07::,0 l.AA.1 P DATE '--,-o -5:: ~ Architect_c;..i."""--------------------------'-- Engineer M"' a..r,AJ INSPECTION MAT'LSAMPLING QTY _QSHPD __ Concrete Cylinders --__ OSA -. _Cement -.-'>< Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical _._Masonry Prisms __ Roofing __ Masonry Block· -- ..X. Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ struct Steel __ Asphalt Concrete ·--__ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --:- __ $oils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name)-?:8?:?~:..::o:;;...4'f~ .... «""";, ____ _ (Address) C!,zlU.f,AflO C11. REPORT NO. oS<?·7ozyz.. Building .Permit No. _fjc..;'8,.,_'-.,_/_,,,o:.::z.:=-"'L, _________ _ Plan File No, ___________________ _ Govt. Contract No.--,--------------- CSA or OSHPD #--------'-----'-------- Other 1m .. u--,i,yA rr o,v t;:,-Xr>¢t114L::;116£ s It' O(.u MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar . Abi"'S -~~ c., o ~ Plan & Specs __ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons .!:,... Positions __ Cone.: Mix #/psi ~Sizes __ Cone.: Mix #/psi 2:s:..Laps _._ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation · __ Mortar: Typ.e/psi --. Mortar Batching __ Units: Block __ Electrode Storage -. _ Units: Brick __ Torque Applied __ Steel __ }i.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing _ ._Other __ Corrective action required __ __ Corrections completed s11ssr-sz30 cv"'-'"h--ri='-'=-P'-d< 0:2?:?d?kZ: !"f4,..pu wed-'(; rQ ntcr p,a,,0 . .::rcn:.r ,,-:>~ ri-i-S:-4-t~ (<e CERTIFICATION OF COMPLIANCE': To the.best of our knowledge, all of'the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work. inspected only and does not constitute engineering opin, ion or project control. · INSPECTOR NAME "'72~ ? M-rnrn..s.0,u :~,~~~~R SIGNATUR~ J;,__§"72 ~ CERT. NO .. ¢>f',l?.qfBI-B$ DATE &,.,,.10-ps r.;:;;;;J IK:ii!!!I Professional Service Industries, _Inc. American Engineering Division INSPECTION REPORT · .; .. Page_Lofk_ Project Name (per plans) _...,L.=e1o=i.<.:o""--'L-=..,Au:&J=----P=_--.,.,CJ..,..>-Lm:..u:::Au:<a.u1....,1Y,e...c8,_._:tz .... a ... · "",._;_.__ _ _.,...,ns=Q<_...:::TYL ........... 1 c-:-:-,u~"'"c-...,:r:=-~:S.._...tt....,o ..... w.:a.;_-:)---'-~~=-----1-°'=e+?-- Inspection Date PSI 8-900-171 c:>C. z .. --, ,,,, AN7::> .S · l ·'~•J Information ~.:111• ®To Build On Engineering • Consulting • Testing, REPORT .OF CONCRETE COMPRE$SION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 26, 1998 REVISION #1 OUR REPORT NO.: 059-70202-615 . . . FIELD DATA: LOCATION OF PLACEMENT IMAGINAITON NORTE; COPLEX EXTERJ}OR FOOTINGS LINE K-5 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 16, :L998 08:00 am 4 1/2 63 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 78 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 18, 1998 PSI\DEREK PETERS.ON NELSON~ SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.IE:.hfEl.lCABLE ASTM STANDARDS U_NLESS..Oll:IERWISE )ND)_CAJ;ED·SLUMP· CJ43-90a· A)R co_NJENT· C23J-91b· TEMPERATURE: C1Q§Hl!l93)· CAPPING· 01231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16956 A 7 16956 B 28 16956 C 28 16956 D 28 SPECIFICATIONS 28 . COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYl:JNDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 05/23/98 75000 6.00 06/13/98 72000 6.00 06/13/98 85000 6.00 06/13/98 105000 6.00 CYLINDER COMPRESSIVE AREA -SffiENGTH (SQ.IN.) (PSI) 28.27 2650 28.27 2550 28.27 3010 28.27 3710 3000 NELSON & SLOAN 009 1386 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by-PSI representative. Cylinders picked up by· PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractots representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicaole specifications. ALL CYLINDERS CAPPED IN ACCORDA,NCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc, LEGOLAND (4), BERNARD BR6TBER$, H.O.K,, M ~ ,a DC'.) CITY OF r'QLSB~ 1\1 F_Q;, ~~e.'~(j'+&_·~,i~:~:indl!stries. Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. DAVID YAN I RC REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DI STRI I T MANAGER PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Orive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Ji 1 ;/ lrifonnation • ®To Build On Engineering • Consulting • Testing Page_1_of _l INSPECTION REPORT cuENr __ L.._.c: ___ 6 ...... o-.-__ _ PROJECT (Name} __ L"'-'e='6~· ~%<.;. 4-#t.=-=-c}~_· __ DATE--.,l_.:::Z-.~-/_-_£_~--- Architect __ -r/i_,,__O_L~-----.,..---- (Address} · ~ · ~k8)4-b, l~. I REPORT No. 7oZoZ..-/03? Building Permit No. Cj'<? ID 2,9 Plan File No. _______________ _ Engineer __ ___..n1-----'--"tv~/Yl,_,·_,__ _____ -'--__ Govt. Contract No.--------------- Contractor. ___ 2;j-~"""""'C~---------OSAoµlSHPD..# r-. · Other ~1 n-A:-ZM .. -6fe.e.1QlQ:;: ~m., INSPECTION MAT'L SAMPLING QTY . MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders _ Rint:: Rebar -AL Plan & Specs _OSA __ Cement _ Rinf.: W.W.F. _ Clearances ---__ Specialty __ Mortar Samples --_ Ririf.: Tendons _ Positions __ Mechanical __ Grout Samples --_ Cone.: Mix #/psi ..lf1_Sizes __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi . _Laps __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --_ Grout: Mix #/psi _ Consolidatio __ Masonry __ Units (bloc~ or brick) --_ Mortar: Type(psi _· Mortar Batching _)Q_ Struct Steel __ Asphalt Concrete --_ Units: Block ...&_ Electrode Storage __ Prestress Cone --. Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --..J!_ Steel .fk T'rv, ft_-~L=, __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --·-. Metal DeckinQ__ __ Non-Destructive __ Tendon (PT Strands) ...:x2.. Electrodes £-:.,_Joz?. __ Soils Technician __ Other --__ Fireproofing __ Batch Plant __ Other -·-_Other _._ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME_.._)).,...( ='.it-n.~--~=-..,_~-+..:.:....:;.,A.......___.S...,.t:>"SL._· __ _ (Print Clearly) (J INSPECTORSIGNATURi::?;)G.: E.CL.Lc...q_ PSI-B-900-170(2) 4 ; -q- CERT. NO. 5')J )l)j sD=tf 3s:1 ' DATE _ __,_J_.)'----+(--'--"5:~5??..___ _____ _ IL Ji ;I Information • ®To Build On Page_1_of _J_ · Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)-h--:~=->=6~6-"-/4~1+1':...;.._d ___ . __ CLIENT _ _,.L-==...;c=--c<-=o..__ __ --'-_ DATE __ /4_.__-1/-_-=-3~0--_C/J-,J,,L..48 ___ Architect ___ ---1-(</'---<-....:0-.e.-.;_~----------- Engineer ____ _,;d_...___~"'---'/(/.___.__,_ ________ _ Contractor. ___ ~B~_B_C_,/~-----------"- (Address) · "'\j _ l~<;Be]),, {;;_ R_EPORT NO. ---7'-"'D""'-"""2--:;._:,0___,::Z..""---,A_c'J_G"_-,.,"S_ Building Permit No. ________________ _ Plan File No, _______________ _ Govt. Contract No. _________________ _ OSAor OSHPD #-------------- Other ___________________ _ INSPECTION MAT'L SAMPLING QTY· MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _. _Concrete Cylinders _ Rinf.: Rebar ...lL Plan & Specs ' -·-- _OSA __ Ceme_nt . _ Rinf.: W.W.F. _ Clearances - __ specialty __ Mortar Samples -·--_ Rinf.: Tendons _.)tL Positions __ Mechanical __ Grout Samples --· _ Cone.: Mix #/p~i Lsizes __ Electrical __ Masonry Prisms -·-_ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --.-.-· _ Cone.: Mix #/psi _ Future Continuity #/psi __ concrete __ Fireproofing --_ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) -.-·-_ Mortar: Type/psi _ Mortar Batching ~Struct Steel __ Asphalt Concrete --_ Units: Block JL Electrode Storage __ Prestress Cone __ Roofing -·--_ Units: Brick 7l-1. l,, _ Torque Applied __ Pile Driving __ Reinf. Steel --.lLSteel 11:S:i:tn __ Fireproofing __ Steel _, _ _H.S.Bolts __ Waterproofing __ H.S. Bolts --_ Metal DeckinQ..._ __ Non-Destructive __ Tendon (PT Strands) --·-JL.. Electrodes ~ 7 0 i. 'Z __ Soils Technician __ Other --_ Fireproofing __ Batch Plant ___ Other -·--.2!L.Other ' Corrective action required __ __ Bolt Pull-Out __ Other --:-_ Corrections-completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the-building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. 'NO. ;/t 9?'7 o 5 DATE __ .,L-/,L-1/-_._,~~{)~--J2'-'-'-€J---.;._ __ _ · t.., ~ •J Information ~.;,• ®To Build On - Engineering • ·Consulting ~ Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. D~VID CATTLE· LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 22, 1998_ PROJECT: LEGOLAND. THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO:: 059-70202-699 LOCATION OF PLACEMENT IMAGINAITON EXPERIENCE SHOW WALL$ PERMIT# 98- DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 15, 1998 08:30 am 4 60 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 16, _ 19-98 PSI\DE!REK PETERSON NELSON & $LOAN SUPPLIER _ _ NELSON & SLOAN DELIVERY TICKET NO.ff'RUCK NO. MIX NUMBER AND PROPQRTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABJ.E.ASJMMANOABDl>~ut:Jl.ES.s.QIHEBWl~4'TED:SLUMP· 6143.gpa· AIB CONTENT· C23_M!lb· TEMPERAJ:lJ.BE· c1os4-88{93)· CAPPING· c1231.93 LABORATORY NUMBER 17230 17230 17230 17230 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE OR SET NO. (DAYS). A 7 B 28 C 28 D 60 28 --- COMPRESSION TEST RES UL TS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 06/22/98 56000 6.00 07/13/98 76000 6.00 07/1"?,/98 81000 6.00 08/14/98 -87000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SO._IN.) (PSI) TYPE OF BREAK 28.27 1980 Cone 28.27 2690 Cone 28.27 2870 Cone 28.27 3080 Cone 3000 Cylinders picked up by PSI Test results comply with applicable ~ X Cylinders made by PSI representative. X rep,esentative. X specifications. • Cylinders·made by Architect's or Test results 11<1'1fo~p '. Contracto(s representative. Cylinders delivered to PSI laboratoiy. _ . cl,tio~f ~ 60-day break meets 28 days s~ecification requiG ·:a:"E. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD Respectfully submitted, ~nal Service Industries, Inc. DAVID'Q(f~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDiCATIVE OF THE ENTIRE-CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHO.1./T WRITTEN PERMISSION BY PROFESSIONAL SERVICE_ INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT :~CE Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l .-.. ~•J Information ~_.,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, C~ 92008 July 30, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OU_R REPORT NO.: 059-70202-801 LOCATION OF PLACEMENT IMGAINATION EXPERIENCE SHOW BLEACHERS ON GRADE 2ND ROW CENTER LINE DATE PLACED TIME SLUMP, IN. AIR CONTENT,% July 23, 1998 08:20 am 4 , AIR TEMPERATURE, °F 6 6 CONCRETETEMPERATURE, °F. 87 . DATE RECEIVED IN LAB t: July 24; 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON &B SLOAN SUPPLIER DELIVERY TICKET NO.rtRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· Af'PUCARLE ASTM STAND ... BQS.l1NLES.s.m:J:IEBWJSIUNPLCAIED:.Sl.~~B.CONTENT C23j-91b· JEMPEBAIUBE· cjo6U6(93l' CAP.elN.G;J,lZ COMPRESSION TEST RESULTS ASTM'C39-94 NELSON &B SLOAN 716195 1386 SPECIMEN TEST. DATE OF TOTAL CYLINDER CYLINDER. COMPRESSIVE LABORATORY IDENTIFICATION AGE LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (lBS.) (IN.) 17460 A 7 07/30/98 71000 6.00 17460 B 28 08/20/98 111000 6.00 17460 C 28 08/20/98 112000 6.00 17460 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI . K representative. Cylinders made by Architect's or. Contractor's representative. Cylinders deliverea to PSI laboratory. ALL CYLINDERS CAPPED· IN ACCORDANCE WITH ASTM TECHNICiro:T: DEREK PETE~SON c-. AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 2510 Cone 28.27 39.30 Cone 28.27 3960 Cone 3000 Test results comply with applicable .X specific~tions. · Test results do not comply with applicable specifications. R s cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD Respectfully submitted, <JJ:;(°iiService Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF TH5-ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVIDl.:y DISTRICT Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455·1170 · i,,. ~ iii leformation ~_, •. ®ToBuildOrt Engineering • Consulting • Testiri' REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AV)l:NIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: Aug_ust 11, 1998 OL,JR REPORT NO.: 059-7_0202-823 FIELD DATA: LOCATIONOFPLACEMENT SEATING SLAB.:..ON-GRADE B.5 @ 2.1 PERMIT# 98-1029 DATE PLACED TIME SLUMP,IN. : AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F . DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY , · MIX DATA SUBMITTED BY · August 03, 1998 08:45 am 4 78 90 August 04, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER . DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE. NOTE· APfUCABLE ASTM STANDI\BllS.l,I.NLE.® OTHERWISE INDJCAIED~lliMP' C143-9oa· AIR CONTENT· Q2.31-91b· TEMPERAIUljE· C1064-B6(!13)' CAPPING· Q1U1:ll: COMPRESSION TEST RES UL TS ASTM C39-94 . NELSON & SLOAN 718845 1386 SPECIMEN TEST TOTAL CYLINDER ·CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17505 A 7 08/10/.98 17505 B 28 08/31/98 17505 C 28 08/31/98 17505 D .. SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI repres~ntalive. Cylinders made by Architect's or Contracto~s representalive. toAD DIAMETER (LBS.) 5~000 Cylinders picked up by PSI X representative. (IN.) . 6.00 Cylinders delivered to·PSI laboratory. AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2090 Cone 3000. ' Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN R,AMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY. PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~al Service Industries, Inc. DAVID~' RCE DISTRICT MAN ER · Professional Service Industries, Inc. • 686? Nancy Ridge Drive, Suite E; • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . · t ... tr!'-;J In"onnation ... ~ •. ':)l • ' . •-.$To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 19, 1998 OUR REPORT NO.: 059-70202-842 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION EXPERI'.!J!NCE SLOW BLEACHERS MIDDLE & CORNER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 10, 19,98 0.8 :30 am 3 1/2 AIR TEMPERATURE, °F 77 CONCRETE TEMPERATURE, °F 8 7 . DATE RECEIVED IN LAB August l;I,., 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY · NELSON & SLOAN SUPPLIER DELIVERY TICKETNO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE · . COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS Ut,lLESS OTHERW)sE lt-lPICATED· SLUMP· C14;i-9Da"AIR COf:,lTEt,lT· C231-91b' TEMPERATURE· C1D64-88(93)· CAPPING· c12 COMPRESSION TEST RESULTS ASTM C39-94· SPECIMEN TEST TOTAL CYllNDER CY~INDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF . LOAD · DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) .. .. 17560 A 7 08/17/98 69000 6.00 28 .. 27 2440 17560 B t 28 '09/07 /98 \ 17560 C 28 09/07/98 17560 D ,' SPECIFICATIONS 28 3000 .. NELSON & SLOAN 720693 1386, TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders pickea up by PSI -~ r~presentative. . . · Test results comply with applicable specifications. . Cylinders made by Architect's or Contracto(s representative. ~!., l~ Cylinders delivered to PSI laboratory. Test restJlls do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL Sl:RVICE INDUSTRIES, INC. PSIA-20Q.4(4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l"' Iii!!" ;l lriformation ~..,. ~To Build On Engineering • Ca,nsult(ng •-.Testing REPORT OF CONCREJ"E COMPRESSION TEST TESTED FOR: ·DATE: . FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENC~NAS SUITE 130 CARLSBAD, CA· 92008 August 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR.REPORT NO.: 059-702-02-860 LOCATION OF PLACEMENT EXPERIENCE SHOW STADIUM SEATING BT ON EAS';t' SECTION DATE PLACED .TIME :,SLUMP, IN. August 17, 1998 08:10 am 5 1/2 AIR.CONTENT, % \AIRTEMPERATURE, °F 75 ,. _CONCRETE TEMPERATURE, °F 84 ' DATE RECEIVED IN LAB August 19 , 19 9 ~ :-FIELD DATA SUBMITTED BY l?SI\ROLAND ROOT -· MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT . WATER FINE AGGREGATE QOARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC3!)-94 NELSON & SLOAN 722350 1386 SPECIMEN TEST "TOTAL . CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17595 A 7 08/24/98 17595 B I 7 08/24/98 ~ 17595 C 28 09/14/98 17595 D 28 09/14/~8 17595 E ·. SPECIFICATIONS 28 REMARKS: .K_ Cylinders made by PSI representative. Cylinders made by Archite,:t's or Conlracto(s representative. uir-!~ LOAD DIAMETER -(LBS.) 76000 71000 Cylinders picked up by PSI -~ representalive. (I~.) 6 .. 00 6 .. 00 Cylinders delivered to PSI laboralory. AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27" 2.690, Cone 28.27 2510 Cone 3000 Test results comply with applicable specificalions. Test results do not comply with applicable specificalions. ALL CYLINDERS CAPPED ~N ACCORDANCE WITH ASTM C617-94. TECHNICIAN: -ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.Q.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MA Y-NDT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERM-ISSION BY PROFESSIONAL.SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F Respectfully submitted, Professional Service Industries, Inc. ~J /1, /2 ---· DAVID%.~Y~CE DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ,,,.~;J Infol"f!ltltion ~..,. ®To Build On Engineering • ConsJ1/ting • Testing REPORT OF CONCRETE COMPRESSION TEST TES1ED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA ·92008 September 09, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.:. 059-70202-868 LOCATION OF PLACEMENT EXPERIENCE SHOW SLAB-ON-GRAD;E PERMIT# 98-1029 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 20, 1998 :).0:00 am 3 AIR TEMPERATURE, °F 72 CONCRETE TEMPERATURE, °F 8 0 DATE RECEIVED IN LAB August 2 ;L, 19 9 8 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MiX NUMBER AND PROPORTIONS CEMENT WATER. FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 723555 1386 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTH!IBWLWNrnP:.SLUMe:..~· AIR CONTENT· C23Mjb' TEMPERATURE· C1Q6H6Cl!3)· CAPPING· C1231,93 · SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17611 .A 7 17611 B 28 17611 C 28 17611 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39·94 TOTAL CYLINDER DATE OF LOAD. DIAMETER TEST (LBS.) (IN.) 08/27/98 54000 6.00 09/17/98 90000 6.00 09/17/98 88000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI -~-representative. Cylinders made by Architect's or Contracto(s representative. ·-Cylinders delivered to PSI laboratory. . CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN,) (PSI) TYPE OF BREAK 28.27 1910 Cone 28.27 3180 Cone 28.27 3110 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. 7-day break below 70% specification requirement TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O •. K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200-4 (4)F ~u &\l ru r\11wr1~ Respectfully submitted, ~ional Service Industries, Inc. DAV~~ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 • J · l ,,,_~;, Information l:f!..;JI• ~To Build Qn Engineering • Consulting • Testing· REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLANP THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 19, ·1999 REVISION #1 OUR REPORT NO.: 059-70202-842 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION EXPERIENCE $LOW ~LEACHERS MIDDLE & CORNER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 10, 1998 08:30 am 3 1/2 AIR TEMPERATURE, °F 77 CONCRETE TEMPERATURE, °F 8 7 DATERECEIVEDINLAB August 11, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TI.CKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE GOARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS QTHERWJ_sE INDICATED· SLUMP· C143:i0•· AIR CONTENT· C23Hl1 b· TEMPERATURE· C106UB/j!3l• CAPPING· C123M3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 175G0 A 7 17560 B 28 17560 C 28 17560 D SPECIFICATIONS ~8 COMPRESSION TEST RESULTS ASTMC39·94 . TOTAL CYtlNDER DATE OF LOAD DIAMETER TEST (LBS.). (IN.) 08/17/98 69000 6.00 09/07/98 111000 ·6 .oo 09/07/98 109000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2440 · 28.27 3930 28.27 38.60 3000 NELSON & SLOAN 720693 1386 1YPE OF BREAK Cone Cone Cone REMARKS: X Cylinders made bf PSI representative. Cylinders picked up by PSI X representaUve. Test results comply with applicable X spegifications. Cylinders made by Architect's or _ Contractots representative. Cylinders delivered to PSI laboratOI}'. Test results do not comply with applicable specifications. C ALL CYLINDERS CAPPED· IN ACCORDANCE WITH ASTM C617-94. F TECHNICIAN: DEREK PETERSON Respectfully submitted, Professional Service ndustries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~0 ~~,RCE DISTRICT ~AGER PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ••;,;;il Info11nation ~.::111• ~To Build On Engineering • Consulti!Jg • T,stins REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE. LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 26, 1998 REVISION #1 OUR REPORT NO.: 059-70202-860 FIELD DATA: LOCATION OF PLACEMENT EXPERIENCE SHOW STADIUM SEATING BT ON EAST SECTION DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 17, 1998 08:10 am 5 1/2 AIR TEMPERATURE, °F 7 5 CONCRETE TEMPERATURE, °F 84 DATE RECENED IN LAB August 19, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPJJCABLE ASIM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· 0143.uoa· AIR CONTENT· 0231-91 b• TEMPERATURE• C1064-88(93)' 9N'PING· C123M3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17595 A 7 17595 B 7 17595 C 28 17595 D 28 17595 E SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASJMC39-94 , ,, DATE OF TOTAL CYLINDER LOAD' DIAMETER TEST (LBS.) (IN.) 08/24/98 7600'0 6.00 08/24/98 71000 6.00 09/14/98 92000 6.00 0·9/14/98 105000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) , , (PSI) 28.27 2690 28.27 2510 28.27 3250 28,27 3710 3000 NELSON & SLOAN 722350 1386 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI· X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative. _ Cylinders deliver~ to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-9co TECHNICIAN: ROLAND ROOT Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~t;~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A·200-<I (4lF DISTRIC~GE:CEC Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 6j 9/455-1170 l ;Jinfonnation • .ToBuildOn Page_1_of __/_ Engineering • Consulting • -Testing INSP.ECTION REPORT PROJECT (Name)____.k ...... =-=G ..... Dr:;,_.._~--d-=-_· __ (Address>--=---------- CLIENT __ U<~· ...=yi_t) _________ _ DATE __ 1-_--"'-2:-=-S-:_-_.__7'Z-""'-____ .. · __ Architect. __ -+-,t/ ____ Q""--'""L=------'---'--.---- Engineer _ _,,~""""'-4,.«.JIA: ..... £t=l,A..)"-=-·_g.....__,_£{n....:......r...._,'d-=.....,..u .... , .._,_---'------ Contractor. ___ <=7J=-..... 6=--C=. -------------_..;.-"-- INSPECTION MAT'LSAMPLING QTY __ QSHPD __ Concrete Cylinders -·- _OSA _Cement _specialty _ Mortar Samples -- _Mechanical -. _ Grout Samples _Electrical _ Masonry Prisms _Roofing _Masonry Block -·- _2!1...concrete _ Fireproofing _Masonry _ Units (block or brick) -- _struct Steel _. Asphalt Concrete _ Prestress Cone _Roofing _Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _Non-Destructive _Tendon (PT Strands) -- _Soils Technician __ Other -·- _ Batch Plant __ Other -- _ Bolt Pull-Out __ Other -- ~B..i-q {2__ REPORT NO. __ .....,? ..... O"""'Z=-=o'---z...=---8_:_-z....;;o=-0 - Building Permit No. ________ _,_f__.,g'..__ ...... 6 .... ~"'""Z~9._-'--_ Plan File No. _________________ _ Govt. Contract No.-------------""""" OSA-o~HPD !. ~ Other I JMtt<j IY1.t4ll(h,,( MATERIAL ~CRIP~ ~r ....)!._ Rinf.: Rebar ~ -. t- _ Rinf.: W.W.F. _ Rinf.: Tendons ~ _)£ Cone.: Mix #lpsi li$k/('te0 _._ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Grout: Mix #/psi _ Mortar: type/psi _._ Units: Block _ Units: Brick .. _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other · INSPECTION CHECKLIST ~ Plan & Specs 1 Clearances . ~ Positions 1Sizes _.Laps _ Future Continuity #/psi _ Consolidation _ Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _. Corrections completed · CERTIFICATION OF -COMPLIANCE: To the best of our knowledge, all of the reported work, unless.otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · iNSPECTOA NAME'?:d-,,,~ ~~O. 2'.S' J>ZS'. , $h :fl=°$<;;" ( :~ (P~ I !~,s:!~~~RSIGNATUA~~tZ:tr DATE ____ ~:...--=2..__,S-:e;__-_j..L...:02"---------------- l ;/ Information I:!. • .ToBuildOn Page_1_of _(_ Engineering • Consulting·• Testing . INSPECTION REPORT PROJECT (Name)___.Lc'---f=J-0...:.)..:...J.c\--'V'-..a....;....__,d ___ ·· -~ cuENr __ L_e=-'=-=:::i ..... o ___ _ DATE-~2--_2_,_-_,~g~- Architect __ ~l--f-~o=,-..,.K ____________ _ Engineer __ Yv1.___""""'14i2-'--'--I=· :;..,jj ___ , . ..a;:.u _ _._4:___,_V(/;--=---~------=..,_{1=--:;-0,_· ,___ Contractor. __ ,,_. ____ ~=-73_l~·· """'c __ ----------'-'-,-- INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA _Cement -.-·- _Specialty _ Mortar Samples -- _Mechanical _Grout Samples -·- _Electrical _. _ Masonry Prisms -·- _Roofing _ Masonry Block -- _Concrete _ Fireproofing _Masonry _ Units (block.or brick) -- ~Struct Steel __ . _Asphalt Concrete -·-· _Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel _ Fireproofing _Steel _Waterproofing _H.S.Bolts -- _Non-Destructive __ Tendon (PT Strands) _Soils Technician _Other _ .. _ _ Batch Plant _Other -- _ Bolt Pull-Out _Other -- (Address)...,.....,,......----,,--------:::0,---- . ( 1~l5Bl41\ ,G_. REPORT NO._~. 7~6~Z-----d~2 ..... , _.. ___ B'--' 7 ...... 7'--lr_ !:3uilding Permit No. --------,--q,-&. _ __.-8"'--_(_0_"2...~9-__,. __ ~ Plan File No,---------------------- Govt. Contract No.-------------------- OSA-o.r:,QSHPD .. # '.J... Othe[ l,m*'f tnA:/1_411 MATERIAL DESCRIPTION _. Rinf.: Rebar _ Flint.: W.W.F. _ Rinf.: Tendons _ Cone.: Mix #/psi _ Cone.: M.ix #/psi· _ (?one.: Mix #/psi _ Grout: Mix #/psi _. _ Mortar: Type/psi _ Units: Block _ Units: Brick _± Steel t:\S t_:W\ A-s-zJ-o 'B ..11.... H.S. Bolts ~r~ rf-~ ')_ ~ _Metal Dec~~ ·. .)t...... Electrodes ... .,tw.~ Y•lfl'- _ Fireproofing _ Other INSPECTION CHECKLIST t j1 Rian & Specs I _ Clearances I ' _ Positions _esizes l _Laps I ' Future Continuity #/psi _ Consolidation ' _ Mortar Batchinn ~ Electrode Storage ' _ Torque Applied ' ) ' _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLiANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin·s ion or project control. · · · INSPECTOR NAMF D 14:n:21'/::m.O,.C::.. 9 ~~~£,--..!9~!::....].L-0=...,.311.-. ____ 57)__....,"---=/l__,s-..JS:__,./ __ _ ~ (~i, 6A !~s:!,_~R SIGNATUR~ DATE ___ x:w.·_-....,2~7 .... ·.·---1R+-".i----------- l •J Information ~ • .ToBuildOn -Page_1_of -L Engineering • Consulting • Testing INSPECTION REPORT CLIENT___.l""'~-G ..... f, ___ Q ___ _ DATE_2_-_..2,.=->{p..._-_:f--..)(,___ Architect __ t--f...__. ---'o=---· ...... (C _____ __,,.._..,...-,-. Engineer ____ VV7_·-'-·~---U}~~""""~'--~--....... Wl--'---"..C...~"'-4. --....: _._I '"'""~- Contractor. __ ~-t:::::·-::,,1-. _'3'-"'____,Q _________ ""'-_.,_ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples __ Mechanical ___ Grout Samples --__ Electrical __ Masonry·Prisms -·--__ Roofing __ Masonry Block --. _. _ Concrete __ Fireproofing --·-.- __ Masonry __ Units (block or brick) --- ..,klstruct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -·-- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other : -·-- __ Batch Plant __ Other --__ Bolt Pull-Out __ Other -- .... PROJECT (Name)_l..__e~1~C>'-.l'~~~~JJ..-·-. _ (Address)_,,..----,-----~-----. Ch2./5~>4b. , l~ .. REPORT NO. _ ___,_J;..-C,.._.2..._.Q...__2-=-~-' ....... g....,·&,'--'-"-ff_ . Building Permit No. -...:..--9~:8,__ ... l .... 0~2'----<-"7 ____ _ Plan File No. ________ -___________ _ ·Govt.Contract No.•--------------- OSA-o..!Jl.SHPD # ~-+= Other. f Rn 14-:Jl n d_{L~ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.:-Rebar -/2 Plan & Specs _. Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi __;.'$izes _ Cone.: Mix #/psi _Laps ·-Cone.: Mix #/psi _ .Future Qontinuity #/psi _. Grout: Mix #/psi . _ Consolidation _ Mortar: Type/psi _ Mortar Batching __ _ Units: Block .. --,XJ:lectrode Storage _ Units: Brick Torque Applied _.2! Steel ~z,n,, J,4 ~ I--. _H.S.Bolts __ Metal Decking ..JQ. Electrodes Cit::i.Y.v-C.12Jec -· Fireproofing '1 ?lt:,.' /!J_other&tS'rM _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved i?l8:ns, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. N0.---:9~1?:__t,!.....:O~J~-Q)=---7:/f--=S_.;;;;;S-__.,/_~ DATE---,..---~-B------2,..~ic,-~_T:;?-.r-J _____ _ PSI-B-900-170(2) l •J lrifo~on • .ToBuzldOn f' Page_1_of _J Engineering • Consulti_ng • Testing INSPECTION REPORT cuENr_L_~_,.,...../lJ~-__ _ DATE __ q_-_l_-_,~<g ______ _ Architect, _ ___,t:}1----'----___ 0-=---lt-G-_--.a...: _· ---,----.a....--- -t..' ·_.J.__t Engineer YYJ '4:'.)L~ ~ ::U WJ,4,;J2Jt"' Contractor. __ =s-t:::.,,,.. '--13~-,,_____,C_~----.:....,,---- INSPECTION MAT'L SAMPLING QTY ---OSHPD __ Concrete Cylinders. --.. _OSA __ Cement -- _Specialty __ Mortar Samples -- _ Mechanical __ Grout Samples -- _Electrical __ Masonry Prisms -- _Roofing __ Masonry Block -- _Concrete ___ Fireproofing -- _Masonry __ Units (block or brick) -- _&struct Steel __ Asphalt Conc:rete -- _ Prestress Cone ___ Roofing -- _Pile Driving __ Reinf. Ste.el _ Fireproofing --, Steel -- _Waterproofing _____ H.S. Bolts .. -- _ Non-Destructive __ Tendon (PT Strands) -- _Soils Technician __ Other -- _Batch Plant __ Other -- _Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) Le"j C 11<\-l'.l, d . (Address) _ rv c~rsa )9:l)t VI-; J REPORT NO; IC "'l..6L. --e,ff J--p Building Permit No. ___ 9'_,_9-=--'-/-=o:....;'2=--i9='" ____ _ Plan File No,---'---------'-------- . Govt. Contract No.--''--------------- OSA-S2,C.QSHPD # · • r Other '--«-""'~'"'A°t e,,......-&feZ,e·n.~~ '*°' MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ..& Plan & Specs _ Rihf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi · LSizes __ Coric.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi .. _ Mortar Batching _ Units: Block ?<J Electrode Storage _. _ Units: Brick ___ Torque Applied .JS,__ Steel ~ 14 ~Oo i3 _R.S.Bolts _ Metal Decking .X.. Electrodes C. "in V-Jt' C ..,._.. "l I°'! -_ Fireproofing /£_ Other )'l<.f""" A=3Lp -_ Corrective action required __ ! _ Corrections completed ! CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the repartee! work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the location~ of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. No._S:~~~'-=--=o...!:'3~_5'--"j)C--;#_~3~s-_, -- DATE ___ q_._-_..l_-_j-'-5?...,,._ _____ _ l ;/ I,iformation I:!. • .ToBuildOn Engineering • Consulti_ng • 7il.sfing CLIENT_ ..... /_. __ ~ ..... ~+-=~------ DAT ..... E _ _..'t_-~3 ...... l_-_5._-5? __ _ Page_1_of_/ INSPECTION REPORT PROJECT (Name)_-..:La....t:!_~_,_-____ / ~---'--"'J _____ ·1 (Address)-....--------- G&JsB'A:1) . G . , Architect _ __.H'---'-----=o=-·_._, _________ _ REPORT N0_. __ 7&---0_2_0 ___ '2.-=-____ -_8 ____ 73.,._/_ Building Permit No. -~-9?:.___ __ .. _.l._0---=2."'-'-J-+-___ ' __ Engineer_.L..YY)__,c.:..·1+_,_'2_1,-'-',:....;;.AJ=· _.,_.,__-.._Y(}~,4--:....i.. -~'i2..=h!:..!1=;:,~-- Plan File No, ___ ...;._ ___________ _ Govt. Contract No. ________________ _ Contractor. __ J3........__]3 __ __,L ...... ....__-_____ _ OSA or OSHPD #--r---,----=---------,-,-:r--- Other-lJM,*Jl,,.. iJ-tf ~-~,c,.nce<;~ INSPECTION __ OSHPD _OSA _Specialty _Mechanical _Electrical _ Roofing _Concrete _Masonry _x_ Struct Steel __ Prestress Cone _Pile Driving __ Fireproofing _Waterproofing _ Non-Destructive __ Soils Technician _ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING _ Concrete Cylinders __ Cement ___ Mortar Samples _ ._Grout Samples __ Masonry Prisms __ Masonry Block _ Fireproofing _ . _ Units (block or brick) _ Asphalt Concrete __ Roofing _ Reinf. Steel _Steel __ H.S. Bolts _Tendon (PT Strands) ___ Other ___ Other ____ _ _ Other_~--- QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar ______ _li Plan & Specs _____ _ _____ Rint: W.W.F. _ Clearances-'-------- --__ Rinf.: Tendons. _ Positions ______ _ __ _ . _Conc.:Mix#/psi _K_sizes _______ _ ____ Cone.: Mix #/psi _ ~aps _______ _ _ Cone.; Mix #/psi ___ Future Continuity #/psi, __ _ ___ _ Grout: Mix #/psi ______ Consolidation _____ _ ___ ·_ Mortar: Type/psi _ Mortar Batchinn ____ ---'--- ___ -__ Units: Block _t!.. Electrode Storage ___ _ _ Units: Brick _______ Torque Applied ____ _ __ -K.-ste~I lKfWl ~ ls L. H.S. Bolts /HT""'--J4:1~ S:: ____ Metal Decking,--------,.-------:- ___ _2Q_ Electrodes G,tr"ICx:.. ~GJ?le;:. _____ Fireproofing _____ _ __ __ Other _. _ Corrective action required_-_ ____________ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections ofthe building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR NAM!' :t>G<t:v:,:X.14-Y,..,.~ ~7~· INSPECTORSIGNATURF~a ~e PSI-B-900-170(2) • . . CERT. NO. q~,0 3 DATE __ ~R:1...--....:,::3;..!_/_,....-..J9L-\,8:,.J...,.------ l ra~ •J Information ~.:,• .To Build On Page_1_of"i Engineering • Ca,isulting • Testing INSPECTION REPORT PROJECT (Name) . /.c ~6114:?? cl CLIENT---.£...,~c::11£a.a~ .... 'tJ=-------- DATE __ '7:.L--__.j..._-_'7.z-=.."if_---'- Architect.__-__._;-l...s--... 0~£------=------- Engineer _ _,.~~-F---"-#-~_,_=· ~'-'-';J,--·-..... +,___-L../ltL..· _,_-"""'~c..-.~,1:..-~/.U~~· -----.a... Contractor. __ --S_._._t5~.....;c_=------------ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement ·-·-·- __ specialty ___ Mortar _Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms __ Roofing __ . Masonry Block -- __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) -A-.Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -·- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS (Address) ___________ _ ~/f-o / Ci• REPORT N0. _ __,7,"'"'0---...2 ..... t2~Z'---___.;;;;&:;.....z3_· +-1- Building Permit No. ___ q--&-ag,.__._/_6---=Z~'z------- Plan File No ________________ _ Govt. C.ontract No.---------'-------- OSAor.Q.SHPD~J= Other lb IHj 1.-1 !iY.'!?1 -fl/ezr~nc,-,SZx+,; MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ./!!.-Plan & Specs _ Rinf;: W.W;F. ___ Clearances . _ Rinf.: Tendons ~Positions _ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _. _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching ,__ Units: Block _ L Electrode Storage .-Units: Bri"ck _ Torque Applied -).. Steel &21~ ,qs~Jl _H.S.Bolts _ Metal D~cking , . .15L Electrodes G:2c:«x:&.e.n:S ·. __ Fireproofing ...lfL Other ll-STwt l4-$e, _ Corrective action required __ ·-_ Corrections completed . r.S '3 )C CERTIFICATION OF COMPLiANCE: To the best of our knowledge, all of the reported work, unless otherwise notea, substantially complies with approved plans, specifications and applicable sections of the b1,1ilding codes. This report.covers the locations of-the work inspected-only and does not constitute engineering opin- ion or project co·ntrol. · INSPECTOR NAMF :2) #:Yi ~e:y :1:tJ:/'E INSPECTOR SIGNATURE ~~ k A PSl-8·900-170(2) . -· Y Tt80 CERT.NO. :l-2703 t· ~ "=W 3r;-/ l DATE q .... ~--=f{ l ,,.~;, Information ~.,. ,.To Build On ,· Page_1_ofL Engineering • Consulting • Testing INSPECTION REPORT CLIENT~Le'--_G,...._0 ___ _ PROJECT (Name) l.i;.-Gol+A)~ _· DAT..._E ___ 9_-__,2, __ -_.9-'"'1?-'--. ----- Architect __ --'-H_._ .... 0 ___ ..... ~-=--· ----:---,----,--.........,..- (Address)= 2 ~1sw+?~ uh REPORT N0. ____ __,7_0=---Z,a..:o ___ :z._..~-B_B_G __ Building Permit ~o . .,...._ ------~7'-~,...._ -L-=Oc....::2..~9'------- Engineer_L-YY].:.....+-<A£[{~ ..... -o....:c~ ..... --· _-,_...;;_YY} __ ~erll'--'---L:.~"4-~~~=· ~~-Plan Flle No, _________________ _ Govt. Contract No ..... --------------- Contractor. ___ ·_-_23 __ :c.......i,73_....,C_.. ________ _ OSA-o~SHPD j , . r"i7 _ Other Ln,Jlf-71nd--C'l'\ --~t'de~ ::;;a:z.,_)-. INSPECTION MAT'LSAMPLING QTY_ MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _ Concrete Cylinders ---_ Rinf.: Rebar _)fl Plan & Specs _OSA ___ Cement --__ _ Rinf.: W.W.F. _ Clearances __ Specialty _ Mortar Samples --_ Rinf.: Tendons ~ Positions _Mechanical _Grout Samples --__ _ Cone;: Mix #/psi ...,.):1. Sizes _Electrical -~asonry Prisms . ----_ Cone.: Mix #/psi _Laps _Roofing _M~sonry Block __ . 11_ --_ __ Cone.: Mix #/psi _ Future Continuity #/psi _Concrete _ Fireproofing· . ____ Grout: Mix #/psi _ C~>nsolidation _Masonry __ Units (block or brick) --___ Mortar: Type/psi _ Mortar Batc)1in·n + Struct Steel __ Asphalt Concrete --_ llnits: Block _)£ Electrode Storage _ Prestress Cone _. _Roofing --___ Units:-Brick _ torque Applied _ Pile Driving _ Reinf. Steel ---_A_ Ste~I t'fSTl"tl As"lfO ·g _ Fireproofing _Steel --_H.S.Bolts _Waterproofing _H.S.Bolts --_. _· Metal Dec~ -.. _Non-Destructive _T~ndon (PT Strands) ---.lL Electrod~s --..,n-lt"X:. "'Ott!,'.1:,, _Soils Technician _Other __ _ Fireproofing _ Batch Plant _ Other --...)(2... Other ~fr:n A-3(0 . _ Corrective action required __ __ Bolt Pull-Out _Other --· _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does noJ constitute engineering opin- ion or project control. · n7o3 So°¥ 'sSJ CERT.NO. _ 1 _ DATE-,---L-7'._-__ Z."----__._C,-=-':;;7 _______ _ . Page_1_of __ INSPECTION REPORT CLIENT 4G:6o (,,A..vZ> DATE ~-l"1-9~ Architect___.ffl'-'--=o,<<-=-________ ~------- Engineer n-?Arl!-Qtv INSPECTION MAT'LSAMPLING QTY _·_oSHPD __ Concrete Cylinders __ OSA __ Cement -- --2!::"Specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical ___ Masonry Prisms -- __ Roofing __ Masonry Block -- _k..Concrete __ Fireproofing __ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing -·-. H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other --__ Bolt Pull-Out __ Other -- REMARKS l:Yo:r:: PROJECT (Name) L<-fbo H"".&t> (Address) (}1~,~o &, REPORT NO .. CS-V-702;0s:,,,. -zo~-- I Building Permit No. __,.cre,'-'""'---'-tb""-Z.=-->'--------'------'--- Plan File No,-~-------------- Govt: CbJitract No.-------'----'--------- OSA or OSHPD #---------'------- MATERIAL DESCRIPTiON INSPECTION CHECKLISt ~ Rinf.: Rebar ..cu .. ,.r: .,..!. 4 1.,,oda, ...,_ Plan &, Specs __ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons ~ .Positions · __ Cone.: Mix #/psi J.:.. Sizes ____ Cone.: Mix #/psi ~Laps __ Conc.:.Mix #/psi __ Future Continuity·#/psi __ Grout: Mix #/psi -. _ Consolidation __ Mortar: type/psi --. Mortar Batching __ Units: Block __ Electrope Stor~ge __ . Units: Brick __ Torque Applied __ Steel __ .. H.S. Bolts __ Metal Decking ___ Electrodes __ Fireproofing __ Other __ . Corrective action required __ ___ Corrections completed .. stfp,;t,a o,.v tRt ~t?P<'T ef Q v f-OecA G·< CERTIFICATION .OF COMPLIANCE: To the best of our knowledge, ali of the repof!ed work, unleiss otherwise notecl, substantially complies with approved plans, specifications and applicable sections of the building codes. This rep~rt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Anun~ ? . Yi'fTID:'.LS-2,.,_) CERT. NO. OB:'2,o'i' ~ t: 8 (Print Clearty) INSPECTOR SIGNATURE VBX-t:Oc-::: ? DATE--.fa,~-__,__1~~-·-~~.8.,._ ________ .....,.. ___ --'--_ PSl·B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT i-6oO <-A A-']? DATE 4?-tB-95 Architect Ho.<. Engineer &A.L7l,u INSPECTION _OSHPD __ OSA 2s::....Specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'L SAMPLING QTY X Concrete Cylinders. ~ __ Cement -- · _. _ Mortar Samples --___ Grout Samples -- · __ Masonry Prisms ,, __ Masonry Block --.-· __ Fireproofing -- ___ . Units (block or brick). -·- __ Asphalt Concrete __ Roofing -·-- __ Reinf. Steel --· __ Steel --__ H.S. Bolts -- __ Tendon (PT Strands) --__ Other --·- __ Other --__ .. Other -- PROJl;CT (Name) 4--#i;o YNP (Address) 4:ucsi'5&i> M, REPORT NO, .... as-=--9"-'.'7""'0...,Z:.=·o:,...z.. __ _..;.... ____ _ Building Permit No ..... ~"""~a;..~--=-,_z._3'-----'---------- Plan File No.~-----"------,--------- Govt. Contract No.----'--'---------------- OSA or OSHPD #-'-------------'------- Other IMA-6,-e'lf-aotv &aJ-?W ~,z,, e, ID! MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar46ls:-&a.6oi<rc:> . -Plan & Specs ___ Rinf.: W.W.F. ~ Clearances ____ Rinf.: Tendons ~ Positions k.... Cone.: Mix #/psi :>ZZ-3 ocn:i> _Sizes ___ Cone.: Mix #/psi _Lc;1ps -· __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ . _>< Consolidation __ Mortar: Type/psi __ . Mortiir Batching __ Units: Block ___ Electrode Storage _._. Units: Brick ____ Torque Applied __ Steel ,, __ H.S. Bolfs __ Metal Decking - -.-Electrodes ,, ·---· Firl!lproofing ,, __ Other _ Cgrrective action required __ . ,, __ Corrections completed ., Til<·C un&G,uu,H:'(7~261 N Of2.1'J1/ t!Ow( f?f B'Y 8--e$Tl/ft-dUtYT . -) -. CERTIFICATION OF COMPLIANCE: To the-best of our l<nowledge, all of the reported work, unless otherwi,se noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR NAME Ya&-2<-? ;:>~~ (Print Clear!~ A . INSPECTOR SIGNATUREk..,Jj> > .,..../ ><::7 PSI-B-900-170(2) ~ ... ·1 Envirtinmental ,_,s; Geotechn~cal •-~ Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT LS?;,o Ld-4-ti> DATE t:.-1,-fS Architect UQJC. Engineer ltld4-VtU . INSPECTION _OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing ~Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING QTY _._ Concrete Cylinders --__ C~ment -- --.· Mortar Samples --__ Grout Samples· --__ Masonry Prisms --__ .. Masonry Block --__ . Fireproofing · -- __ Units (block or brick) __ Asphalt Concrete --. __ Roofing --· __ Reinf. Steel __ Steel __ H.S. Bolts -- --. Tendon (PT Strands) , ·--·. Other --__ . Other -- __ Other -- PROJECT (Nam~) L-<ITT:20 < dNl> (Address) i'.'.?.,/..t-L-SMZ> U REPORT NO. as:z._ :zou,?: Building Permit No. _9.c..;s=--_;'=z-=3'-· --------~~ Plan File No.-'------'-------------- Govt. Contract No.-------=-----'-------~ OSA or OSHPD #----------------- Other ,m fl 6 tttJ A ?7 01...) /1..lo,q...TJ.f <2::2A1 ~¢0<; MATERIAL DESCRIPTION INSPECTION CHECKLIST .K Rinf.: RebarA6.r:S 1!,,d_l,.r,JtKJ ><--Plan & Specs ' ' -.-Rinf.: W..W.F. ~ Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi .2s..Sizes _._ Cone.: Mix #/psi -' ~Laps .-·-.-Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: .Mix #/psi '' -.-Consolidation _· _ Mortar: Type/psi . -·-. Mortar Batching __ Units: Block _._ Electrode Storage . '' __ Units: Brick _ Torque Applied _._Steel - _H.S.Bolts . ' __ Metal Decking __ Electrodes ___ Fireproofing __ Other _._ Corrective action required __ _ Corrections completed ?e:zue-ac: LJ,Y (? s ,H (f?J'1'!C- CERTIFICATION OF COMPLIANCE: To the best of out knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work.inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE ..1£:-..L-\,-,-\,---l...=:;:z::::::..~....,_~:.-- PSI-B-900-110(2) CERT.NO. t;?B;-30181-58 DATE b-t."5~f~ CLIENT I...Sko L-d&:w DATE 6-1<-fS INSPECTION REPORT Page_1_of_ · · PROJECT (Name) -~B"ka L.d4-<P (Address) _ &4 a.t: ., otlP U REPORT NO. os~-702--0, -70u Architect__./.l"-L.,:,o ... t<=---------.,......---------'--....,......-----Building Permit No. ~r...,· -'""---.L.IO~Z.=-i,.? _________ _ Engineer /IV'1(2..11& INSPECTION _OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofin_g x Concrete __ Masonry __ Struct Steel __ Prestress Cone - __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ $oils Technician __ Batch Plant __ Bolt Pull-Out REMARKS FouL l>u1L,1vt,, MAT'L SAMPLING )(" Concrete Cylinders __ Cement ___ Mortar Samples · ___ Grout Samples __ Masonry Prisms ____ Masonry Biock __ Fireproofing __ Units (block or brick) _____ Asph_alt Concrete _-_Roofing __ Reint. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) _ -_Other ___ Other_~...,...__.- __ Other ___ --'--_ Plan File No,---'---------------=-- Govt. Contract No.-----'---~--------- OSA or OSHPD #------'-------'---'-~ Other ~v_ f::Q'/-'t;n2../~-s#ow QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ .).;-Rinf.: Rebar Al;-J"$-('...,LJ.,D ·..=s:... Plan & Specs _____ _ ___ __ Rinf.: W.W.F. ~ Clearances ____ -__ ____ Rinf.:.Tendons · '><-_Positions ____ --'--,-- _· __ ~ Cone.: Mix #/psi ~ZZ-3oQQ __ _ Sizes~-------'--- _-__ -. _ Cone.: Mix #/psi _ Laps_~-------,- --__ Cone.: Mix #/psi _ Future Continuity #/psi. ___ _ ____ Grout: MiX'#/psi >< Consolidation _____ ---e- ---__ Mortar: Type/psi _ Mortar Batching _____ _ -. ____ Units: Block ___ Electrode Storage __ -'--""'" ____ Units: !;Irick · ___ Torque Applied------ ---_ ---Steel __ ___._ _____ _ _____ H.S. Bolts ____ -__ _____ Metal Decking·--------'- --_._Electrodes ______ _ ______ Fireproofing-',--'----'---'-----,-- __ . _____ Other. _ Corrective action required __ . ----'--~-----_ Corrections completed_-'--,......,.. CERTIFICATION OF COMPLIANCE: To the-best-of our knowledge, all of the reported work, unless otherwise not~d. substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only-and does not constitute engineering opin- ion or project control. · CERT. NO. o'8f1,;o9f3/-a g INSPECTOR SIGNATURE-l.4--4'::f:.::::t~~3;;:::::>..r-- PSl-s-9oo-110(2) Page_1_of_ INSPECTION REPORT CLIENT Lt.;z,a LdtYP I, Architect 1./-olt:. . Engineer mA ~17 /II . INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders _OSA · __ .Cement -- ~Specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical _._ Masonry Prisms --__ Roofing -.. _Masonry.Block --'>" Concrete __ Fireproofing --__ Masonry _._ Units (block or brick) --__ Struct Steel __ ,Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing -.-Steel -- __ Waterproofing _._H.S. Bolts -- __ Non-Destructive _._Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ .Other -- __ Bolt Pull-Out __ · Other -- REMARKS PROJECT (Name) (d:11.,.o L1ftt.,D (Address) M¢t..stk(LJ t!d. REPORT NO. 0$'7· 7c,JU? <- Building Permit No. -"28---... (g._.?-.-'S----'---------- Plan File No·-----------'---------'--- Govt: Contract No. -~----~----'-------"-- OSA or OSHPD #----------,,------ MATERIAL DESCRIPTION_:/~ INSPECTION CHECKLIST X Rinf.: Rebar .4/..Jt::; -a,e. t.., . ~ Plan & Specs . . . _. _ Rinf.: W.W.F. ..:'S::.. Cll3iirances __ Rinf.: Tendons ~ Positions .. __ Cone.: Mix #/psi -I..: Sizes __ Cone.: Mix #/psi ).-Laps _. _ Cone.: Mix #/psi . _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching --. Units: Block _ Ele.ctrode .Storage __ Units: ~rick _ Torque Applied __ Steel ·_. H.S. Bolts __ Metal Decking . __ . Electrodes __ Fireproofing _._Other -. Corrective action required __ _ Corrections completed q, /.;??f'l/,./A,,-f"'lrzo.A/ -sour«. · aune,.& .f£<-At'3 o&d &&d1)e:r. ----t . -=--== CERTIFICATION OF COMPLIANCE: To the best pf our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, . specifications and applicable sections of the building codes. This report covers·the locations of-the work inspected only and does.not constitute engineering opin- ion or project control. INSPECTOR NAMF "J)muru-? Vnzn<.So&> (Print Clearly) · INSPECTOR SIGNATURE ~ ? _i;(_ <..:..:> PSl-8-900-170(2) · Jqsi/4rt;:J:fjtjf;: Page...1...~f- Engineering • Consulting • Testing INSPECTION .REPORT CLIENT G>e.9-N:b.~o Q:.n.._-ps DATF6:: d:-1..\-q :P, Architect _________ ----'-----'------'------- Engineer __________________ _ Contractor. ______ -----------'----- 11NSPECTION MAT'LSAMPLING QTY _OSHPD ...2C Concrete Cylinders ~ _OSA ___ Cement -- __ Specialty ___ Mortar Sample~ --__ Mechanical __ Grout Samples --- __ Electrical __ _ Masonry Prisms --__ Roofing __ Masonry Block -- --2{_ Concrete ___ Fireproofing -- __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ . ___ Roofing -- __ Pile Driving ._. _ Reinf. Steel --__ Fireproofing __ Steel --__ waterproofing ___ H.S. Bolts -- __ Non-Destructive _____ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant _ -_Other -- __ Bolt Pull-Out ___ Other -- REMARKS . . PROJECT (Name)~~ bL~ \he. .. "\~ s,~~\l C , (Address}C..Nil.C..:,\::i~ J· ·c1:::- REPORT NO. 06'9: -7 0 "a,c~ -7!-1: Building Permit No.5~-\>'d-6 - Plan File No ________________ _ Govt. Contract No.---------,---------- CSA-or OSHPD #-------------- Other __________________ _ .. · MATERIAL DESGR!PTION .. . INSPECTION CHECKLIST ___ -Rinf.: Rebar __ Plan & Spec$ _ Rinf.: W.W.F .. _ Clearances __ Rinf.:.Tendons __ Positions ...2S..Conc.:Mix~-$s)..~ ___ Sizes ·_2l Cone.: ~#/psi '3>oc C? _ _Laps __ _ Cone.: Mil< #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _. Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _. _Steel ___ H.S. Bolts _ Metal Decking ____ Electrodes ___ Fireproofing _. ___ Other _ Corrective action required ___ _ .. Corrections com·pleted S"'\t>~·0s~ C.Ct3->c:..~-r(6 fLP9?'r-::-~M 0 1:.~i.~~, ob,) f,~~b-SL.~~-o N-_ c;R-~~e-· §(L""-Lk-~bill \::)) "a-'3. '<-.~(1... ~~--eJ <:."b~&t,\:,c\§1,'c:>·~-b'( ~€-~~\ C'.e\':>\.. \)',\.:~.Mo~- ~ ~9d, ?c. 9 o c... .. , 1 '} tl~. -w <s.Xl. r.:i ~L.,...<-H~. ~ p-.:> e sbl' c:, P f e ~ c:,,.., L;\ ---Je:,n...$:,-W"'-lfl:,.)..) L.,)v~') ~ ~C.) ~SC ~~'p. =n·~...,.__~4 \ ~t.~v ~ Rv-..-~ b"'S!?~b;tl..,,, :?PRMe-\("'$.~D \) Tj c.k.i:,Ti;1:- ,.--. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise. noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the lpcations of the work.inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME= \f:oL f'..»J.. ·~ · Q_ Oti'I "S"R... -(Print Clearly) INSPECTOR SIGNATURQQ~ ~ PSI-B-900-170(2) CERT. NO. ______ .__ ___ __,.. _______ ---,- DATE--::::G~--~....:.-_~...:.\~--°'.....:....-'t)=-·------'----- : _.,.o• Geotechnicaf ~ -, Environmental. Page_1_of .J... K.:111• . Construction Consulting • Engineering ~ Testing INSPECTION REPORT CUENT __ /4'--e~~-o....__ _____ __, DATE __ Gz_-__,z==z..=---_._'78':...._· __ _ Architect ___ /-/_· _,___O __ .._fu=· -------,------------- Engineer_L...Jl'(l,~'d-ii7t'-=-'-"""/J=--· _9:"-"(;1.:-. .:;..&.~..._tr,..:.1=~---- Contractor. __ ~3._.-. --· _B ____ .... c ____ ,;~,------------'--- INSPECTION MAT'L SAMPLING QTY _QSHPD __ Concrete Cylinders --· _OSA __ Cement -·- __ Specialty _ .. _ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical _._Masqnry Prisms --__ Roofing __ Masonry Block . -·- __ concrete __ Fireproofing -·-__ Masonry __ Units (block or brick) --L Struct Steel · __ Asphalt Concrete -- __ Prestress Cone __ Hoofing -·- __ Pile Driving ___ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ R.S.Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ $oils Technician __ Other --__ Batch Plant __ Other -:- __ . Bolt Pull-Out ___ Other REMARKS (Adc!ress)--'-..,._ ___________ _ . Zk.lsi3·;D, ~- REPORT NO,-a.....--2~~----z ...... a ...... z..~--Z_:2...,,_·· -8,_ Building Permit No. ___ _,_·C/....::8',.__-"""t,'""":z=-3'---,-___ _.;...~ Plan File No,-'-_:-----'------,--------- Govt. Contract No.--------'--------'--- OSA orOSHPD #, · . Other . 1mA11"fP<-i;e't\_. N;Jl Co~-;,/t:!.x. MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar -~ Plan & Specs· ___ Rinf.: W.W.F .. _ Clearances _ Rinf.: Tendons ·_ Positions - ___ Cone.: Mix#/psi ._L.Sizes _._ Cone.: Mix #/psf _Laps· ___ Coric.: Mix #/psi __ _ Future Continuity #/psi _ Grout: Mix #/psi __ __ Consolidation _. _ Mortar: Type/psi __ Mortar Batching _ Units: Block . _. _ Electrode Storage _ Units: Brick :-·. _ Torque Applied ,,,,,-Steel dsr(!J. A-~ _. _ H.S. Bolts _ Metal Decking . - ~Electrodes /£'7oxi¢ ~d. · _ Fireproofing _. Other _ Corrective action required __ --1 , -_ Corrections compieted .. . ./ CERTIFICATION OF COMPLIANCE: To the qest of our knowledge, all of-the·reported•work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of th'e building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME b Im J<~ A-~ (Print Clearly) I.CJ,D-:11-' CERT.NO. C/8'763 _ '$1)#3/;I 1NSPECTORSIGNATUR~ ~ PSI-B-900-170(2) · - DATE __ ...l,l,.1£._ --~.2,;~_.2.,.:!.,..__,_czr'?...w._ __ .,-----~ l 7 Enwonmenfal ... ~. . ... -.,0 • G~otechn!cal •-* Construction Page_1_of ..L Consulting • Engineering • Testing INSPECTION REPORT CLIENT _ __,,,,,.£e:a..:-t:'-'7....,,,o._ __ DATE __ _,_4e---~....;z.. ..... 'f ..... ·-_.9'..._.._,)(: __ Architect __ .L...1-/_,_~0....._.·t:_-=---...:-.a.-------'---''------ Engineer _ _,.(Y/-'---" ..... d-L,_,_· """'Z'-'-1=,p"'-, _-+:_.__.:....:n1:......:..,r;.tf-2~t .......... ~=' . __ _ Contractor. __ --'17:?---'<-· ..... J3"'""--C,-=-. ..,.. ________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD --. Concrete Cylinders -- _OSA __ Cement -- _Specialty __ Mortar Samples ·-- __ Mechanical __ Grout Samples -- _Electrical ___ Masonry Prisms -·-- _Roofing __ Masonry Block --__ Concrete __ . Fireproofing . . . __ Masonry __ Units {block or brick) ..,.,,,-Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician _._Other -·- __ Batch Plant __ Other -·- __ Bolt Pull-Out __ Other. --·- REMARKS PROJECT (Name) . ~F>/l'fnd . (Address) ____ _.;... ____ _ . Clf-£./4 Pf;fD, (A .. REPORT NO. --'---,...-7~0 ..... 2-..o.o~« .......... _z_~_R_ Building Permit No. -~-'---q.l-'z,liL..,..~-''1,iao:....12..,_.3"--_· --'--- Plan File No·--'---"--'---:'------'----~--.,... .. Govt. C<;>ntract No.,..._ ---,------------,,----~--- OSA 9r OS.!JE-D #. ·,= .A;.J..~ ,,.. . ~l?f =-~. Other~ mry drrfllnd !U~ ~/ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.:· Rebar· ....YPlan-& Specs .. _ Rinf.: W.W.F. _ Clearances· _ Rir\f.: Tendons v" Positions _. Cone.: Mix #/psi .,/ Sizes _ Cone.: Mix #/psi. . _Laps _ Cone.: Mix #/psi · _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation ·_ Mortar: Type/psi _ Mortar Batching _ Units: Block · _ Electrode Storage _._ Units: Brick. ~teel ~ Jt:3~ _ Torque Applied -.-H.S. Bolts _ Metal Deck:&9: I .t/ Electrodes -76M /Ai .. LL I _ Fireproofing ( . I . _. Other _._ Corrective action reqµired __ . _ Corrections completed \L,:.;,,_,,,;;d",. /lll~{'~d;d tL .P,)k,_/ wc)d1~5 ~£: L frnd CERTIFICATION OF COMPLIANCE: To the best of our knowl!3dge, all of the reported work, unless otherwise noted, substan_tially complies with approved plans, specifications and applicable sections of-tt,_e building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project cpntrol. ,.::r~~o CERT. NO.• 98,6'3 DATE ______ ___..{p,.._-_:Z,.~~----~-+-=-y _________ _ I . I _, · L •""G'il Information ~..,. ~To Build On Engineering • Consulting-• T~sting . . -.~ '. ', REPORT· OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATE9 INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 16, 1998· PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 0~9-70202-681 LOCATION OF PLACEMENT IMAGINATION NORTH COMPLEX SLAB-ON-GRADE LINE C PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F June OS, 1998 08:30 am 3 1/2 60 CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 08, 1998 PSI\DEREK~?ETERSON NELSON & ~OAN · :!I' SUPPLIER NELSON & SLOAN DELIVERY TIC.KET NO./IRUCK NO. MIX NUMBER AND PROPORTIONS 522 Cl;:MENT WATER FINE AGGREGATE COARSE AGGRl;GATE ADMIXTURE COMPRESSION TEST RES UL TS .ASTM C39-94 SPECIMEN TEST DATE OF LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 17173 A 7 06/12/98 17173 B 28 07/03/98 17173 C 28 07/03/98 17173 D SPECIFICATIONS 28 -- REMARKS: .K_ Cylinders made by PSI representative, Cylinders made by Architect's or Contracto~s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 59000 6.00 86000 6.00 83000 6.00 Cylinders picked up by PSI X representative. _ _ Cylinders delivered t~ PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 2090 Cone 28.27 3040 Cone 28.27 294-0 Cone 25"00 Test results comply with applicable X specifications. Test results do not comply with appJicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE: WITH ASTM C617-eoN FORMS TECHNICIAN: DEREK PETERSON· cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVIE' OF THE.ENTIRE CONCRETE f'LACEMENT. REPORTS MAY NOT Bl: Rl:PRODUCl:D, EXCEPT IN FULL, WITHOUT WRITTl:N PERMISSION BY PROFl:SSIONAL SERVICE INDUSTRll:S, INC. PSI A-200-4 (4)F Respectfully submitted, &~7·Ni~•;;;:::_ DAVID J._ AN, ;CE(! - DISTRIC AGER Professional Service Industries, Inc.• 6867-Nancy-Ridge Driv-€!, Suite E • San Diego, CA 921;21 • Phone 619/455-0544 • Fax 619/455-1170 . .,. · L •:,,.;;/ lefof7;1Cltion ~_,• ®To Buzld On Engineering • Consulting • Testinff.: REPORT OF C<:)NCRETE COMPRESSION TEST TESTED FOR: MR. DAVID C~TTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE.130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNlA CARLSBAD, CA 92008 DATE: June 16, 1998 REVISION #1 OUR REPORT NO.: 059-70202-680 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION NORTH COMPLEX SLAB-ON-GRADE LINE B-3 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 05, 1998 12:00 pm 4 70 76 June 08, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TIC!<ETNO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE m:.APPLICABLE ASTM STANOAB~Li;ss OTHERWIS!ill!Q]QATED_;_S_LUMP· CU3-90a· AIB CONTENT· C231:i1b· TEMefllATUB.E· f:1064-86193)' CAPPINJ • COMPRESSION TEST RESULTS ASTM C39-94- NELSON & SLOAN 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (L_BS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 17172 A 7 ·06/12/98 60000 6.00 20.;n 2120 Cone 17172 B 28 07/03/98 86000 6.00 28.27 3040 Cone 17172 C 28 07/03/98 85000 6.00 28.27 3010 Cone 17172 D SPECIFICATIONS .. 28 2500 REMARKS: X Cylinders made by PSI representative. Cylinders pickec up by PSI X representative. X Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylingers delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOl/T WRITTEN PERMISSIO!'i BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Respectfully submitted, ~?·~~ DISTRICT'ri::..bER~E/1' Professional Service Industries, Ind.• 6867 Nancy Ridge Drive, Suite E • San-Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ -fij§j~I Environmental ·DSI l .aeotechn~cal --·----··"-Construct,on Consulting • Engineering • Testing INSPECTION REPORT DATE <·r1-C\· ifb Architect--':..u..~-'---'-------------- Contractor. ~GJ'l...-,v16-(2....1::>::, ,. INSPECTION MAT'L SAMPLiNG QTY _OSHPD __ Concrete Cylinders --- _OSA · _____ Cement --L.. Specialty ___ Mortar Samples -·-- __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms --__ Roofing _. __ Masonry Blqck ...k-Concrete __ Fireproofing __ Masonry __ Units (block or brick) --__ Struct Steel _. _ Asph13-lt Concrete __ Prestress Cone _._Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts --·- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Oth!lr -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Nam·e) {-&:C:20 41,vu (Address) ~yt..c s?-7" t> CA • R.EPORT NO: ose, · 7 O)...O"J. Building Permit No. _9 __ e~---L.ta_:i___~"J------------'-- Plan File No,------'------------'---- . Govt. Contract No.----'-----------~- OSA or OSHPD #-~----------- .. MATERIAL DESCR.IPTION INSPECTION CHECKLIST >< Hint.: Rebar~~~~ .;.-C211.:k:!Q :>t:_ Plan & Specs -:-. Rinf.: W.W.F. ~ Clearances ___ Rinf.: Tendons . ~ Positions __ Cone.: Mix if/psi K Sizes ___ Cone;.: Mix #/psi ><_ Laps. .-. _ Cone.: Mix #/psi __ Future Continuity #/psi ___ ·Grout: Mix #/psi _· Consolidation ___ Mortar: Type/psi ___ Mortar Batching _. _ Units: Block _ Electrode Storage ___ Units: Brick __ Torque Applied __ ._Steel _H.S.Bolts .. V _-__ Metal Decking _. ___ Electrodes ___ Fireproofing ·-.-·-Other _ Corrective action required __ . _ _ Corrections completed _ ~ ,g_. \ ~ t , N 1$"$, --\ :no Z ., s -A T9 J'> , - s H <:nt::r'> -s.:z,::a :0 -,4 -; '.'SS ~' - DIL~-~; '"SA-) !o;_'=>A) 7;:ZA) 10l10. A) 1;UVl> S\\Q 1=oa,. :t::C'.i:,,,\C..At.... -'I':>US, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sectiqns of the building codes. This report covers the locations of the work inspected only·and does not constitute engineering opin- ion or project control. INSPECTOR NAME . Pb::;t..t::,,:_. ? ~7:g"")1;...SQ1':? (Print Clearty~ INSPECTOR SIGNATURE---1)=:;..J\=---~-=---~ ..... \....:~'---'------DATE . <a· ·2...9 -'li:> Ps1-s-900-110(2) . . l ;f l,ifonnation ;" -• .. To Build On ···- Engineering • Cons1.1lting • Testing Page_1_of_ INSPECTION .REPORT CLIENT~tl.N~o.k ~s DATEJ-b"'C::,~_. Architect ______ --'~---------- Engineer---,----------~--,-'---.....:----- Contractor. ____ .....,... __ -'------'--------- \... -INSPECTION MAT'LSAMPLING §TY _OSHPD _19_ Concrete Cylinders _OSA _. Ceme.nt -- _specialty _ Mortar Samples -- _ Mechanical . ___ Grout Samples _ Electrical __ Masonry Prisms _Roofing _ Masonry Block -- ~Concrete : __ Fireproofing _Masonry _ Units (block or brick) -- _ Struct Steel . _._ Asphalt Concrete -- _Prestress Cone __ Roofing -- _ Pile Driving __ Reinf. Steel -- _ Fireproofing __ Steel -- _waterproofing _H.S.B61ts -·- _ Non-Destructive __ Tendon (PT Strands)· -- _Soils Technician __ Other -- _ Batch Plant __ Other _Bolt Pull-01,1t __ Other -- REMARKS PROJE~T (Name~ ~H §}Pn.k, (Address) C:AAL:. b &:cl ~ ) REPORT N0.OS'1-·70~..,_ Building Permit No.9 S-E:, ~-s· · Plan File No·---------,--------~--- Govt. Contract No. ______________ _ OSA-orOSHPD#-----'-----''---------- Other_--'--_-----'--,---------'--------- . MATERIAL DESCRIPTION INSPECTION CHECKLIST _. Rinf;: Rebar _ Plan & Specs _ Rinf.: W.W.F. _. _ Clearances _ Rinf.: Tendons -. _ Positions _,.i. Cone.: Mix #,lpei~ ~ ":>.. . _Sizes _)i_ Conc.:-Mi,rl/psi ao O . · _Laps _._ Cone.: Mix #/psi · _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _. _ Mortar: Type/psi . _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied -: _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _ Other _ Corrective action .required __ .-Corrections completed ~~ ~b¼d ~'\.l~& ~~<~~~ • :tr---.~C)\ w~n-'t>,..:., 5oc.ern ec~~Le.-~. SiZ..,...,,s. ""'d,,I ~''Yr ~ 3() :s-• 1-. ro kb ~so, "'~~ K~·J! f ,·t'-17 e~J .,-·L·,I\J~ E.. ... \.'5 To ',).,s· .. ~~"""'&.~ b--{-~").. w:-~1L ~~.__-e ~ 1'~~L~Ai.-, c:.c,~oLc:',P.1\.~ b): V\--fec.~,er;:;L ·\l\~fil00--. ~~~t\.02S. • \ ~ c"'. 'l ~s-v..r t-,«-<, ~t.~~. ~~ .a i'A k,,1-N fa,.o,v-. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work, uniess otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only an<:l does not constitute engineering opin- ion or project control. · INSPECTOR NAME*~~~'-. 'f' ~~ CERT.NO. __ -,-----,---,.----'-.,....-'----'------ (Print Clearly) INSPECTOR SIGNATURE~ T-~~ DATE '7~ :>-Cj s PSI-B-900-170(2) CLIENT L,G"lq;J L,.A,u~ DATE °7 -I -9 e -INSPECTION REPORT Page_1_of_ PROJECT (Nanie) Ll.,'<Jao l d9 Nc, . (Addre$S) e 1:9 @-:L-S n,:\ i'> C.111. I REPORT NO, o,;q · 7 hl o~ Architect_=.£.U.---------------'-,--Building Permit No. _9_._s .............. 1...,-t..,,.._·-2 ~.,.,,..__ ____________ _ Engineer vY'I A ,a,,..T:l ~ . INSPECTION · _OSHPD _OSA ~Specialty __ Mechanical __ Electrical __ Roofing ~Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS . !:>}?t?k:}A-L G) '9 lY, P tb::V- MAT'L SAMPLING .. QTY .. x Concrete Cylinders _!:L __ Cement -- __ Mortar Samples -- __ Grout Sampl~s --__ Masonry Prisms -- __ Masonry Block -- __ Fireproofing -- -. _. Units {block or brick) .. __ Asphalt Concrete --__ Roofing --__ Reinf. Steel --__ Steel -- __ H.S. Bolts -- __ Tendon {PT Strands) __ Other --__ Other -- __ Qther --· Plan File NO,-.,..----...a..,...----,'---------- Govt. Contract No.--....,.-,----,,--''---,---,-~------- OSA or OSHPD #------'---------- Other 1 'Y" Ac .. ,•\--, i9 ·o cC¥ t3',c e,,m ... , s?l', ,<c<::::· s "Rev MATERIAL DESCRIPTION INSPECTION CHECKLIST .:x-Rinf.: Rebar 8: !..;IS ·C-,,1. ~o ~ Plan & Specs _._ Rinf.: W.W.F. · ->-Clearances .· __ Rinf.: Tendons ~ Positions ..k.. Cone.: Mix #/psi €, I (,;:, -':>CCQ _._ Sizes .. _. _ Cone.: Mix #/psi. __ Laps .-. -• Cone.: Mix #/psi __ · Foture Continuity #/psi __ Grou't: Mix #/psi ~ Consolidation __ Mortar: Type/.psi --. Mortar Batching __ Units: ·Block ... __ Electrode Storage __ Units, Bri9k --. Torque Applied __ Steel .. __ H.S. Bolts " __ . Metal Decking __ .Electrodes _. _. Fireproofing __ Other __ Corrective action required __ __ . Corrections completed , IV\. A e;., t:'.Y.d TI o,y \,._;,All S 6•~-, µ' •1\1(r5:-'· :rQ-Z,,7";, 5? k A c.... l;;:'D COlVC __,.,, t.=:::o·;:: :Sooo ?s, , CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. omm :el -'l-',·g INSPECTOR SIGNATURE-'"'"""'"-'--~--+:---+-'"<:r--""-o.,.,,....'--DATE ·1 -' ~ ~ "' Ps1-s:9oo-110(2) l ""~•, Information ~..,. ®ToBuild On Engineering ~ Consuiting • Testing- REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 09, 1998 OUR REPORT NO.: 059-70202-657 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION EXPERIENCE snow FOOTINGS BETWEEN :S & C ON LINE 1 PERMIT# 98-1029 DATE PLACED TIME SLUMP, IN. May 27, 1998 09:00 am SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 700387 4 1/2 AIR CONTENT, % 63 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 78 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 28, 1998 PSI\ROLAND ROOT NELSON & SLOAN CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· Ar>PL)CABLE ASTM STANDARDS l.!N~rmEB.'lllllaEJNP!CATEP:_Sl.1,/MP· CU3-90a· AIR CONTENT· C231-91b· TEMPERATURE· C106,I-_BB/93l· CAPPING· 01231-93 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER · CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH 522 NUMBER OR SET NO. (DAYS) TEST (LBS.) -(IN.) (SO.IN.) (PSI) TYPE OF BREAK 17063 17063 17063 17063 SPECIFICATIONS REMARKS: A 7 06/03/98 B 28 06/24/98 C 28 06/24/98 D 60 07/26/98 28 ~ Cylinders made-by PSI representative. Cylinders made by Architect's or __ Contracto(s representative. 53000 89000 87000 - Cylinders piclled up by PSI representative. 6.0Q 6.00 6.00 Cylinders deliverea to PSI laboratory. Will hold 1 cylinder for 60~day break TECHNICIAN: ROLAND ROOT 28.27 1870 Cone 28.27 3150 Cone 28.27 3080 Cone X 3000 Test results comply with applicable specifications. test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF ~ARLSBAD !~ubmitted, 8'trll Service Industries, Inc. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. DISTRICT PSI A-200-4 (4}F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l*'~•, Information ~.-;,• ®To Build On - Engineertng • Consulting • Testing . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 09, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-656 LOCATION OF PLACEMENT IMAGINATION EXPER!ENCE $HOW FOOTINGS LINE 3 BETWEEN B & C PERMIT# 98-1029 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 27, 1998 10:40 am 4 1/2 65 78 May 28, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET NO,/TRUCK NO. MIX NUMBERAND PROPORTIONS CEMENT WATER FINE AGGRE;GATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARDS Vlll.ESS..Qil:IER'l,'ISEJliDICAIED:.sl..l,/J,1P' CHH9a· AIR CONTENT· C23J-91b' TEMPERATURE· C1064-8§{93l: CAPellil • COMPRESSION Tgsr RESUL. TS ASTM C39-94 NELSON & SLOAN 700460 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17062 A 7 06/03/98 17062 B 28 06/24/98 17062 C 28 06/24/98 17062 D 60 07/26/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representalive, Cylinders made by Architect's or Contracto~s representative. .LOAD DIAMETER (LBS.) (IN,) 57000 6.00 900.00 6.00 96000 6.00 Cylinders picked up by PSI representalive. - Cylinders deiivered to PSI laboratory. Will hold 1 cylinder for 60-day break TECHNICIAN: ROLAND ROOT -AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2020 Cone 28.27 3180 Cone 28.27 3400 Cone 3000 Test resulls comply with applicable _!_ specificalions. Test results do not comply with a applicable specifications. ·ONFORNJ .. Respectfully Smitted, cc: LEGOLAND ( 4) , BERNARD BROTHERS, H_. 0. K. , CITY OF CARLSBAD ii;ilf ce lndustriu, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT 'IVRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT tAGE Professional Service Industries,_ Inc. • 6867 N~ncy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ""~•1 Info~tion ~.:,• eTo Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 09, 1998 OUR REPORT NO.: 059-70202-660 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION' EXPERIENCE SHOW FOOTINGS LINE C BETWEEN 5 & 6 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 27, 1998 12:00 pm 4 1/2 AIR TEMPERATURE, °F 67 CONCRETETEMPERATURE, °F 78 DATERECEIVEDINLAB May 28, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 700491. 522 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWJSE INPICAIEp· SLUMP· ¢143.soa· AIR CONTENT· C231·Vjb' TEMPERATURE· C1064-86193)· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17061 A 7 17061 B 28 17061 C 28 17061 D 60 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL "CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) . (IN.) .. 06/03/98 52000 6.00 06/24/98 89000 6.00 06/24/98 87000 6.00 07/26/98 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1840 Cone 28.27 3150 Cone 28.27 3080 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with Cylinders made by Architect's or Contractor's representative. ~ Cylinders·delivered to PSI labora\ory. Will hold 1 cylinder for 60-day break. coNFOR s TECHNICIAN: ROLAND ROOT Respectfully submitted, cc : LEGOLAND ( 4) , BERNARD BROTHERS, .H. 0. K. , CITY OF CARLSBAD Prova/ Se Ice fndushies, Inc. ~ }~ , RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE Er,ITIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<I (4)F DISTRIC,~AGER· Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l .,.11:!-•/ Information ~., •. To Build On. Engineering • Consuiting • 1'.~sti11g REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES ·INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT:. LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 09, 1998 OUR REPORT NO.: 059-70202-659 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION EXPERIENCE. SHOW FOOTING GRID LINES A @ 2. 3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED ~y MIX DATA SUBMITTED BY May 27, 1998 07:41 am 5 68 76 February 28, 1998 PSI\CATHY PULVER NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGA'fE COARSE AGGREGATE ADMIXTURE NOTE' APPLICABLE ASTM STANOARQ.UI.NLE._SS OTHERWISE INPICATEO·SLUMP· C143-~Qa· AIR COfilENI:...C2!U-91b' TEMPERATURE· C106:i:B8(93)· CAPPING·_ C1231·93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17064 A 7 17064 B 28 17064 C 28 17064 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAt CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 06/03/98 65000 6.00 06/24/98 90000 6.00 06/24/98 92000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2300 2·8 .27 3180 28.27 3250 3000 NELSON & SLOAN 700317 522 TYPE OF BREAK Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results qomply with applicable X specifications. Cylinders made by Architect's-or Test results do not comply with , ........ --·· -:-,,,, ... "' ... ,.,.,-·co ""ORM s Will hold 1 cylinder for 60-day break ~ TECHNICIAN: CATHY PULV~R cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE-CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION EIY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<4 (4)F Professional Service Industries, Inc.• 6867Nancy Ridge Drive, Suite·E • Sari Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455·1170 l •'~ ;J lnformati,on ~.;,,• .ToBuildOn Engineering • Consutt,ng • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA mNCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 16,.1998 OUR REPORT NO.: 059-70202-680 FIELD DATA: LOCATION OF PLACEMENT IMAGINATION NORTH COMPLEX SLAB-ON-GRADE LINE B-3 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 05, 1998 12:00 pm 4 70 76 June 08, 1998 ~SI\DEREK PETERSON $LSON & SLOAN SUPPLIER DELIVERY TICKET NO./rRUCK NO. . MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 522 NOTE· APPLICABLE ASTM STANDABQS.llliLEs.s..Qlll~LCAIECl:.SLUMP· C143-90a· AIB CQIITENT· C231·91b· IEMPEBATUf1E· C1Q64-86(93l· CAPPING· 01231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17172 A 7 17172 B 28 17172 C 28 17172 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM.C39~94 . .. TOTAL CYLINDER DATE OF . LOAD. DIAMETER TEST (LBS,) (IN.) .. 06/12/98 60000 6.00 07/03/98 07/03/98 ' r REMARKS: 1£. Cylinders made by PSI representative. Cylinders pic~ed up by PSI 1£. representative. Cylinders made by Architect"s or Contracto(s representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2120 Cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED I:N ACCORD~CE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSO~ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAP THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<4 (4)F Respectfully submitted, Professional Service Industries, Inc. U~1~:- DISTRICT =~IE Professional Service Industries, Inc.• 6897 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •;;.-;;;Jirifornwtion ~.;,• ®To Build On· Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE .LEGOLAND ESTATES .I~C 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 16, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-681 LOCATION OF PLACEMENT IMAGINATION NORTH COMPLEX SLAB-ON-GRADE LINE C PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F June 05, 1998 08:30 am. 3 1/2 60 CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 08, -1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE . ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWJSE~hJ:ED:.SI.UMe;_Cli3.:llQa;JIIR CONTENT· C231·91b· TEMPERATURE· C1064-86(93l· CA.PPING· C1231-9 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17173 · A 7 17173 B 28 17173 C 28 17173 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 0!5/12/98 59000 6.00 07/03/98 07/03/98 .. REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. · Cylinders made by Architect's or Contractofs representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 2090 cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH A$TM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-1 (4)F Respectfully submitted, Professional Service Industries, Inc. ~1::J;;- DISTRICl~AGER Professional Service Industries; Inc. • 6867 Nancy Ridge Drive, Suite E •· San Diego, CA 92121 •-Phone 619/455-0544 • Fax 619/455-1170 l •,i';i;. iii Information ~.,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE i30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 22, 1998 OUR REPORT NO.: 059-70202-699 FIELD DATA: LOCATION OF PLACEMENT IMAGINAITON EXPERIENCE SHOW WALLS .PERMIT # 98- DATE PLACED TIME SLUMP, IN. AIR CONTENT,% AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 15, 1998 08:30 am 4 60 74 June 16, 1998 PSI\DEREK PETERSON :NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE l:l~.s.l.llil.ESS OTHERWISE INPICATED·_SLUMP· CH3-90a· AIR CONTENT· C23Hl1b· TEMPERATURE· C1064,88{93)· CAPPING· C1231-93 COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 522 SPECIMEN TEST TOTAL CYLINDER . CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 17230 A 7 06/22/98 56000 6.00 28.27 _ 1980 Cone 17230 B 28 07/13/98 17230 C 28 07/13/98 17230 D SPECIFICATIONS . 28 3000 REMARKS; X Cylinders made by PSrrepresentative. Cylinders picked up by PSt X representative. -· Test results comply with applicable specifications. Cylinders made by Architect's or Contmctofs representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPL y ONL y TO THE SPECIFIC SAMPLES TESTED ANO MA y NOT .BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL-SERVICE INDUSTRIES, INC. PSI A·2D0-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ~0J Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92j21 • Phone 619/455-0544 • Fax 619/455-1170 ·t.., 16!!/J;l Information f:!.wll• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130· CARLSBAD, CA 92008 December 18, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.:059-70202-1069 LOCATIONOFPLACEMENT EXPERIENCE SHOW MECHANICAL SUPPORT PIER FOOTINGS PERMIT# 98-1029 DATE PLACED TIME SLUMP. IN. AIR CONTENT, % December 18, 1998 12.;20 pm 3 AIR TEMPERATURE,°F 72 CONCRETE TEMPERATURE,°F 6 6 DATE RECEIVED IN IAB December 21, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON& SLOAN SUPPLIER NELSON& SLOAN DELIVERYTICKETNO./TRUCK NO. '753567 MIXNUMB;ERAND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE COARSE.AGGREGATE ADMIXTURE NOTE· APPL1CAB1£ ASTM SIANDARDWYI ESS OTHERWISE 1~ur,,e· C143-90a· AIR CONTENT: C231·911$MPERATUBE· CJ0(>4-86(93)· CAPPJN9· C 1231-93 LABORATORY NUMBER 18588 18588 18588 18588 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATIO ~ AGE DATE OF ORSETNO. (DAYSI TEST A 7 12/25/98, B 28 01/15/99 C 28 01/15/99 D ' 28 ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 122000 6.00 129000 6.00 127000 6.00 Cylinders picked up by PSI ~ representative. . Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE CYLINDER COMPRESSNE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 4320 Cone 28.27 4560 Cone 28:27 4490 Cone 3000 X TC,\lt results co~ply with appllcable speclficatlons. Test results do not comply with I.. AS cONfO R ""' Respectfully submitted, • Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CI';r:Y OF CARL'SBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPL.l!l&STED AND MAY NOT,BE INDICATIVE OF THE ENTIIIDNCRETE PLACEMENT. REPOR'IS MAY NOT BE REPRODUCED, EXCEPT IN FULL., WITHOWRl'ITEN PERMISSION BY PROFESSIONAL. SERVICE'INDUSTR!Ellil.C, PSI A-200-4 (4)F ~~~.~ DISTRI~~A~E:f Professional Service Industries, Inc.• 6867 Nancy-Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ,, · l ,,.~•, Information ~_,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J,30 CARLSBAD, CA 92008 December 07, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OURREPORf N0.:059-70202-1041 LOCATIONOFPLACEMENT IMAGINATION-EXPERIENCE SHOW WEST RETAINIING WALL PREMIT # 98-1029 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % December 07, 1998 10:40 am 4 AIR TEMPERATURE,°F 6 2 CONCRETE TEMPERATURE,°F 57 DATE RECEIVED IN LAB December O 8 , 19 9 8 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 7 4 9 5 8 6 MIX.NUMBER AND PROPORTIONS 5 52 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXI'URE COMPRESSION TEST RES UL TS ASTM C39-94 LABORATORY NUMBER 18451 18451 18451 18451 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENT!FICATIO AGE DATE OF OR SET NO. [DAYS) TEST A 7 12/14/98 B 28 01/04/99 C 28 01/04/99 D 28 _K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 79000 6.00 117000 6.00 119000 6.00 Cylinders picked up by PSI _K representative. Cylinders delivered to PSI Iab9ratmy. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 2-S .27 2790 Cone 2,8 .27 4140 Cone 2.8 .27 4210 Cone 3-000 X Test results comply with appl!cable specifications. Test results do not comply wltl1 appl!cable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH AS~M C61 7 -f'.: o· -t\ ~ 0 t . \\fl C Respectfully submitted, TECHNICIAN: DAN RAMAGE ri~_ e.ss jiona/ Ser"' n stries, Inc. cc, LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD 0 ~/J u;:, _ DAVID ff! RYAN,~/ ~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLI!J.'ESTED AND MAY NOT BE INDICATIVE Of THE ENTilIDNCRETE PLACEMENT. /p, REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOIYRJTTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEl!i.C. DISTRICT MANAGER PSI A-200·4 14Jf Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • f:'hone 619/455-0544 • Fax 619/455-1170 ,, l ;/ Information ~ • .. To Build On Page_1_of_f Engineering-~ Consulting • Testing INSPECTION REPORT CLIENT _ __,,./__...e....,C._,_.,:::0_...._ ___ --'--PROJECT(Name) /4~L cl- DATE _ _.,.../ ..... 2_-.._/ ,Z=-·~_,q.....,t5 ___ _ (Address) 74- Architect_--+/__.'d'---=6_.fi...;;._~__,.--------'-----,---'--- Engineer __ ~/11'--,_~~/11'--_----'--------- REPORT NO.~~___.,~...-.....~-~]=----~-;; ?_i_· Building Permit No. ___ 9"8......___,_/-=0"""'Z"-'-1 _____ _ Plan File No, _______________ _ Govt .. Contract No.--------------- OSA·or OSHPD #-------------?_?(.' Contractor. __ ...,Q__....,/.2,..._..._-=---------~---Other-'-------------------- INSPECTION _ QSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing ~Concrete __ Masonry __ struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS ----, I MAT'L SAMPLING ~ Concrete Cylinders __ Cement. . __ Mortar Samples __ Grout Samples ___ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ .Roofing __ Reinf. Steel __ Steel __ H.S. Bolts ___ Tendon (PT Strands) -. _Other __ Other_-'---- _ ._Other_-__ _ a/ MATERIAL DESCRIP1]pN . INSPECTION CHECKLIST ....X.. R'.nf.: Rebar Ifs-,;,,., l!fk!,C ~Plan & Specs _____ _ _. ____ Rinf.: W.W.F. _______ Clearances ______ _ __ _ Rinf.: Tendons.--'------~Positions ______ _ __ _)Lconc.:Mix#/psiS'f'l/Jt;x:Fb ~Sizes _______ _ ___ Cone.: Mix·#/p~i . r -\;)-aps ________ ..., _. __ Cone.: Mix #/psi ______ Future C_ontinuity #/ps·~ __ _ ______ Grout: Mix #/psi ______ Consolidation _____ _ --.-__ Mortar: Type/psi ______ Mortar Batching. ____ _ __ ·-. Units: Block _______ Electrode Storage ____ _ ·--_ Units: Brick _________ Torque Applied ____ _ ___ Stee._ _______ _ ____ · _ H.S. Bolts ______ _ ___ Metal Decking_~---- -· __ . Electrodes ______ _ __ . _ Fireproofing __ . _____ _ . ___ Other _________ Corrective action required __ ----------_. Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best o{ our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspec\ed only and does not constitute engineering opin- ion or project control. · CERT. NO.-----"'J-""S--"'J--17..__..'y..__~20'::,L-=#_...:::.>___,,,S-c.......j/'--__ DATE _ ___;..z_·I. ...... Z-,--,f-f;e-+--_=-7+-,::=..'f ____ __,..._ PSl-8·900-170(2) SCHIRMER ENG/NEERING CORPORATION 880 Apollo Street, Suite 217, El Segundo, CA 90246 • (310)648-7666 • FAX (310}648r7544 FAX TRANSMISSION COVER SHEET Date: To: Fax: Re: SEC Project No.: Sender: YOU SHOULD RECEIVE I q PA GE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (310)648-7566, FOLLOW-UP HARD COPY VIA MAIL D YES f{I NO Co!IJM"lt ,S: : 0 oot.!> ~~'!. 1Jr. ai.dc' hti 'vm f'tf &1V" ():vi, t. h,rJ tµcJt.... ~r ~c/t,U Bu,'( J ,'~ (oJ: fttt,'1N1 JO[lalf • f,,~VkMt h-: Prrro-. at e{,.cJO\ h'W) -1"2, t -s 11 tj c.vblft fue SCMt'11 1$ loc~ t tJ. 1h,& \'sksc:-'' ~,,~ 1:s . nr,f /<Ir "' I tvc. sho"tl et ~ "f "4,,y;t A+-a,y t,'Mc . & .Sti~'1 I -1,., OC( .)f <¥1 f /bed k~,, btt.!I r• lcv 1«-f.tJ 4 t-,fl oa. vf4:11 Id': .r,. dr;. t>f /~e- ft,~ p,r {fer¼? iP tin oCcuf,tf /~d cf 15 , /6 owp,,,b Jo I\IP l-fffu,'rt. ~. 5ectW0 ext~t-. _______ _ f»Ynvr-1 a ,dnn l ·d LLtg·or-i ---···-·':!' ~R-13~98 . ti :l1AM F.ROM-HOK LA • 310-453-4523 · .. CV1aba4 91-631- llarml 11-· 1998 · . ' •. GINEAAL·· ~ . . ~ ,/~ 1 _. .P.lease maka an corrections on the origioa~ tr~cings ·an~ submit two new ·set$ of · . . -~ .· .. / 2. prints. to: . . . . . . ~ E$9il· Corponltian,:9~20 Chesapeake Drive,. Suite 2081 San Oiegc. California· · ~21~3. (618fSS0:-146a. · '. . -.. . . . .'. . . · _ ·. · . · . . : • . PLAN& _ Al~ ~he~t~ ·of ·the piEtns: a~~ ~e fi,:.f;sheet ~ ~~ -~~atia~s ar~ required t~ -b~ · . .- . · a,Snett by the CaJifcmia licer,,:i~d ~rchiteci or engineer resp?n&ible for tfie _pran;- preparatian. _Pleas~ include n:ie Califomia license n~mb•r. seal; .date gf-licerrse expir~~icn arid the-date the_·pJans are signed. Business ind Professictis Code; · ·. P~ovide a Suitdi~g-Code Data :Leg~~d on\he Title Sheet. Include the following· . cede infonnation for-each ~uilding_prapos~: . . . . . . . .. : . . . . .. · . . . . . • · O~pancy Group • .Description of Use • TYPlit ·of Ccnstruction t Sprinklers:. Vas or N_a • Stori,•-· · · • . Haight · • . Floo~ Area-· •·. exJTS . . . The ·Detail aock" dQes· notcontain_a.d00r scne~c.de fottt:Jia building. · . > Exit doora'frcm GrQup·_Ao=panciess~all nat ~ provided·with a.Iateh or lock· . · . _unie$s· it it panic hardware. Chapter , o.. · · · . ..-ia\ 'J ,;¥ @. . . I~ ·a~a;t ~~re thS -~~il~l ;Ol!ld:.~~ds S~ •. ~_'oxiW _are ~q~ired. _ . . 'bf)1rl"'l' : .. _Table 1P-A. -.l~ro\'tde·two.compty,ng_,exits·from th~area.at elevmian-12•-an~_ · ·_. ·• · Exits1gns1_to6. -.' . · ·. ·: : · . ·. ·. :. ·. _ _ . .· .· . . . . . . . . . . .·. • ST~iRWAYS . . .... . ·tt?;K. (j) . . . . ~~~-$l~e st~s do n~t_ c:omply· Wi~h :4ac.s,c. 1006.~ {'" .. ~· the laraeat t~ead run_. :_ l . · ·. wnh1n ·any tuant Of sta,rs shall-nor ex~d the smallest .... ) .. The area at· · · · atevatlon -10•.:s•. -9'-4._ etc.,are not deep enough .. to qualify as·a 1anding. so tt,ay. must be considered a traa~ wi~in ·that flight of st•ir run. As. 11.lch, tnere.is. an .. : un~ven tr~ad var~~orf aJcnQ ~hat flight. . , . . . · .. : I ' ••j . ; . f ' . . ... Bull ding .r:~~ ... -: .. a .c. ,. ... ..... J; Free Pk:iy a: !mo.gmafwn. ,,,...._ .L ' "" t ~) ,earning "..,en er ("-,'-""' ' ---•• .t \:;,} rt!~l!-C l OH$i'S . l?,4--· . ...., l' J t..xoenence !:!.now ....__, , Cofe ~.,. !-L.-j = ~pru -~~ et Yes Yes ~--! GS Yes fMAGlt~ATiON CFNTrR .. .. >; • ';< .. ~..t..-.!...~ .. Occuf)oni Occuponcy LoOd A-2.1 J\-1 r-; ..,. Q ,.., J ,.. 1 ,.,~!-,l. ... 3-39 332 443 ~eourred Number o1 Exits 2 2 ·1 2 Ct.1nskuction Type V-1 V-N V-N V-1 Building Areo. 8214 6004 '11346 &6':,+- 'S1'}0 = .,_, <.~) =· <.D <.C> CX:> "'' <:..ry <:..Tl --0 ;§:.: = 0 c:n ~ ---J ---J --0 V.:> •. . . . I . . . . . . . . · t . d . . . . . . . :: . ._..··~---.. . . . . .. ·I \ .. . '• I .· \-.. . I. ..·· , . . ·. ·. I 'PIT.·.\ . . . . . '/ . . . . i:=:o ... \ . . . ' . . . . . . . . ... .I. • I I . . . . . . . . . ........ --w--------- -~-fe"/ · .. tf~nf-~ . ~ i(X)r~ F~ · . pet-:t,rY"\ .... · -I eti+ f~fitrd · LEIBHTON AND ASSOCIATES, INC. April 14. 1998 To: LEGO ParkPlanning 5600 A-venida Encinas, Suite 130 Carlsbad, California 92008 Attention: Mr; Richard Apel Project No. 49601S1-009 Subject: Structural Plan Review Letter, Imaginatiop, LEOOLAND.-Carlsbad, California References: Leighton and Associates, 1996, Supplemental Geotechnical Investigcltion, Lego Family Park. Carlsbad Ranch, Carlsbad, California, Project No. 49601S1-001, dated J~ly 23, 1996 Hellmuth Obata + Kassabaum, Inc. 1998, Structural Plans for Experience Show, Imagination Center, Legoland. Carlsbad, California, dated April 8, 1998, Drwgs. S230, S235, S236, S237, S511, S512, S553, S554 In accordance with your request, we are herein providing our comments regarding the review of the structural plans (referenced above) for the Experience Show: at the Imagination Center, Legoland, Carlsbad, California. Based on our review, it is our opinion that the structural plans are in confonnance wi~ the recommendations provided in our geotechnical report dated July 23, 1996 (referenced above) with the following comm.ents: • for retaining walls retaining over 2 feet of soil, drainage shall be in accordance with the retaining wall drainage detail presented in the attached figure. • a representative of our finn should observe the foundation excavation prior to concrete placement. If you have any questions, please do not hesitate to contact this office. We appreciate the opportuni~ to be of service. Respectfully submitted, LEIGHTON A.ND ASSOCIATES, INC. ~ Michael R ;..:.;:;::;:_ 12/31197) Director of Geology Attachment: Retaining Wall Drainage Detail Distribution: (2) Addressee (l) flOK, .Attention: Ms. Kyoko Adachi FAX 310/453-2052 (1) Martin and Dunn Attention: Mr. Ron Joyce f AX 619/497-0429 ( l) HOK, Attention: Mr. Chris Rooney (Lego Site Office) 760/804-79S9 P/projccts/4960 l 5 l-003LegoExpShow@lmagPlanllev - 3934 MURPHY CANYON ROAD, SUITE B205, SAN DIEGO, CA 92123 (6 L9) 292-8030 • (800) 447-2626 FAX (619) 292-0771 Z0 39'v'd O93Ia N'i:1S tLL0Z6Z6t9 Pt!0t 866t/Pt/P0 .RETAINING WALL DRAINAGE DETAIL WALL' WA TE-RP.ROOFING PER ARCHITECT;·s' SPECIFICATIONS--- FINISH GRADE SOIL BACKFILL, COMPACTED TO . 8~ P&R~ENT,RE.LATIVE COM~ACTION* . 3/~·-1·1/2~ CLEAN GRAVEL~ 4 ... (MIN.> DIAMETER PERFORATED ;,·vc p1;re, <sctfeouLe· 40-0R· ... ---··· ~~~~§!]l!i~i. EQUIVALE.NT) WITH PERFOfiATIONS ORIENTED, DOWN AS DEPICTED MfNIMUM 1 PERCENT GRAPIENT TO SUITABLE OUT~ET -.,--;:_,~--- WALL FOOTING ITT ~t;:;;:~=-:-:--~~ No:r TO SCALE ·SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE filATERIAL U.S. Standard Sieve Size l" 3/4" 3/8" No. 4 No. 8 No. 30 No. 50 No. 200 % Passing 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 Sand Equivalent>75 E0 39~d COMPE'f&Nf JIEOROCK OR MATERIAL AS EVALUATED av THE 8£0TECHNICAL CONSULTANT *BASED ON· ASTM 01857 . . , **1F CALTA.ANS CLASS 2 PERMEABLE MATERIAL (SEE-GRADATION TO LEFT) IS USED IN PLACE OF 314•-1 .. 112• GRAVEL. FILTER FABRIC MAY BE DEL&TED. CAL. TRANS' CLAIS 2 PERM~ABLE MATf:RIAL ~HOUU> 8£ CO.MPt\CTED TO 9q_ PERCENlf.lRELATIVE COMPACTION* NOTE:COMPOSITE DRAINAGE PRODUCTS SUCH AS MRADRAIN OR J-ORAIN MAY BE USED AS.AN ALTERNATIVE TO.GRAVEL OR CLASS 2. INSTALLA110N SHOULD Bl; PEAFORM:D IN ACCORDANCE . ' wrrH MANUFACTURER'S SPECIFICA110Na 093Ia N~S TLL0Z6Z6!9 P!!0! 866!/P!/P0 EsGi'I Corporation 1n Partntrsiiip witfi. (Joverntnent for 'Buiuling Safetg DATE: April 14, 1998 JURISDI.CTION: Carlsbad PLAN CHECK NO.: 98-635 SET: II SUPP PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Lego Expe:rience Sh<,>w ,ct' APPLICANT. tJ JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith h~ve been corrected where necessary and substantially comply with the jurisdiction'.s building codes. · · [gl 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. Plans hand-carried by app/iq;1nt. Note: Sheet A203 and A403_ only: · 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: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [gj Esgil Corporation staff did advise the applicant that the plan check has been completed. Date contacted: 4/14/98 (by: kc) Fax #: Person cont~cted: Gina Yu ~Telephone#: appt. Mail Telephone Fax In Person ~ REMARKS: In our 419198 transmittal shee ~ded wi_th the plans, we identified 6 outstanding corrections. With the additional of the s eets attached herewith Items 3 4 and 5 have now been resolved. By: Kurt Culver Esgil Corporation 0 GA O CM O EJ O PC ·109 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 l .... ~_...__._ .... _____ ....... ___ _ ~ ' '. EsGU Corporation 'l.n Parttttrsliip Witli <]ovemment for '.Buifaing .Safety DATE: April 9, 1998 L . JURISO_lwflON: Cadsl>ad PLAN CHECK NO.: 98-63S PROJECT ADDRESS: 1 :Lego Dr. PROJECT NAME: J.,ego E1'perience Show ' ·, · SET: Ir D APPLICANT 71::r"JURIS. D PLAN REVIEWER D FILE 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 in the attached list 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 r~check. D The check list transmitted herewith is for your informatioh. 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 fbrward to the applicant contact person. · · ~ The applicant's copy of this transmittal sheet has been sent to: faxed to Kyoko Adachi @ . (310) 453-'2052 . ~ Esgil Corporation staff did not advise the applicant th~t the plan check has beeh completed. 0 Esgil Corporation staff diq 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 Corporatioh D GA D CM D EJ D PC. · Teiephone #: Fax#: l=nclosures: · 4/1/98 trnsmtl.dot 9320 Chesapeake :Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-635 II April 9, 1998 Outstandin9 issues to be resolved by City staff: 1. The architectural plans have. not been signed. 2. Show on the plans the following information for this project: => Occupancy: => Type of Construction: => Floor Area: A2.1 V-1 hour (spr. in lieu of) 5637 3. Provide a note -on the plans, ·Stating that all exit doors will be provided with panic hardware. 4. Revise the handrail heights shown at the stairs on sheet A-403 from 32" to a height of 34" to 38". 5. Provide a letter from the soils engineer, stating that -he has reviewed the foundation plans for this building. 6. A drinking fountain should be provided for this building. UBC Sec. 2902.2. EsGi-1 Corporation 'l.n. Partnersliip Witli (jovemment for '.Bui{i[ing Safety DATE: March 11, 1998 JURISDICTION: Ca:rlsbad PLAN CHECK NO.: 98-635 PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Lego Experience Show SET: I ~(-Q!\NT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have peen corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted .for a complete recheck. [:g] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: faxed to HOK D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kyoko Adachi Telephone#: (310) 453-0100 Date contacted: 3 I I oh~ (by: frix) Fax #: -2052 Mail Telephone Fax v In Person ~ REMARKS: Part of Imagination Center. By: Kurt Culver Esgil Corporation D GA D CM D EJ D PC 3/2/98 Enclosures: trnsrntl.dot 9320 Chesapeake Drive, Suite.208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 L Carlsbad 98-635 March 11, 1998 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 98-635 OCCUPANCY: A2.1 JURISDICTION: Carlsbad USE: Theater TYPE OF CONSTRUCTION: V-1 hour* ACTUAL AREA: 5700 ALLOWABLE FLOOR AREA: 10500 SPRINKLERS?: Yes* STORIES: 1 HEIGHT: -20' OCCUPANTLOAD: -400 REMARKS: * Sprinklers used in lieu of one-hour construction. DATE PLANS RECEIVED BY JURISDICTION: 2/26/98 DATE INITIAL PLAN REVIEW COMPLETED: March 1-1, 1998 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/2/98 PLAN REVIEWER: Kurt Culver This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy cons~rvation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances -enforced by the Planning Department, Engineering Department,· Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items ·listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, .i.e., plan sheet number, .specification section, etc. Be sure to enclose the marked up list when y;ou submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) comforw.dot Carlsbad 98-635 March 11, 1998 • GENERAL 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. • PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 3. Provide a Buildihg Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Group + Description of Use + Type of Construction + Sprinklers: Yes or No + Stories + Height + Floor Area • EXITS 4. The "Detail Book" does not contain a door schedule for this building. 5. Exit doors from Group A occupancies shall not be provided with a latch or lock unless it is panic hardware. Chapter 10. 6. In areas where the occupant load exceeds 50, two exits are required. Table 10-A. Provide two complying.exits from the area at elevation -12'-8". Exit signs, too. • STAIRWAYS 7. The side steps do not comply with UBC Sec. 1006.3 (" ... the largest tread run within any flight of stairs shall not exceed the smallest .. "). The area at elevation -10'-6", -9'-4!', etc. are not deep enough to qualify as a landing, so they must be considered a tread within that flight of stair run. As such, there is an uneven tread variation along that flight. Carlsbad. 98-635 March-11, 1998 8. Stairway riser must be 4 inches minimum and 7 inches maximum and -minimum run shall be ·11 inches. Section 1006.3. Please specify the rise/run of the stair leading from the Green Room to the Experience Show. 9. More steps should be shown to getfrom elevation +2' -4" to +3' -6". Show rails there, too. • FOUNDATION 10. 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. (required by the soil report). • FRAMING 11. In seismic zones 3 or 4, if a structure is defined in Table 16-K as Occupancy Category 1, 2 or 3, note on the plans that "Structural observation by the engineer/architect shall be performed. A statement in writing shall be given to the building official, stating that the site visits have been made and whether or not any observed deficiencies have been corrected to conform to the approved plans and specifications". Section 1702. • IVIISCELLANEOUS 12. Guardrails (Section 509.1 ): a) Provid~ special detailing for the rails around the reserved seating for the disabled. The sides Of those rails mtist be at a complying height. b) Shall have a height of 42". c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-8. d) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 13. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 2902.2. 14. Show that aisles and seats comply with Sections 1014 and 1015. • TITLE 24 DISABLED ACCESS 15. Provide notes and details on the plans to show co111pliance with the enclosed Disabled Access Review List. Carlsbad 98-635 March 11, 1998 • ADDITIONAL 16. Please see the following sheets for PME corrections. 17. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 18. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and .where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 19. The jurisdiction ha~ contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek 20. The detail book for this building is not in the package. • PLUMBING (1994 UNIFORM PLUMBING CODE) 21. Detail the shower pan for the proposed wheelchair accessible shower. Detail the shower pan up the walls and the limit of the shower pan over 48 inches out from the drain. The door can not swing into the shower, please correct. 22. Show that ·water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1 /3 of the tank. UPC, Section 510.0 23. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 Carlsbad 98-635 March 11, 1998 24. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). 25. Shower control valves must be pressure ba.lance or thermostatic mixing valves. UPC Section 410.7 • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 26. Detail disposal sites of main condensate drainage from arr conditioning unit PTAC-B as per UMC Section 310 • ENERGY CONSERVATION 27. The completed and signed ENV-1, and MECH-1 forms must be imprinted on the plans. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. ,. Carlsbad 98-635 March 11, 1998 + ELECTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEWER: Eric Jensen 28. Key Note 1, Sheet 1262 00 E20t,.describes a breakglass "shunt trip" switch for circuits that are not supplied by the building distribution boards, "OPES" and "EPES". The disconnecting means must comply with NEC 230-71 and NEC 230-72 "nearest the point ofentrance of the supply conductors". 29. Two issues with the shunt tr:ip concept: a) . Signage, I believe, .is meant to satisfy the "grouped" Building Disconnecting Means requirements of NEC 230-70 ('93 NEC) or NEC 225-B(d) ('96 NEC). In eith~r cas.e, the verbiage used is cohfusing. "Building Disconnecting Means 3 of 3; Lighting Circuits DR-13, RPl1- 7,9, 13" is clearer. b) Common ground potential for the building: The circuiting shown for the remote circuits (identified above), are they connected to the grounding system for the build,ing or are they referenced to their source building grounding system? NEC 250-24(a) · Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. Carlsbad 98-635 March 11, 1998 · DEPARTMENT OF STATE ARCHltECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS . . SITE PLAN REQUIREMENTS 1. Please include the site civil plan with this set, showing complying ramps/walks outside the doors of this .t;;uilding. • GENERAL 2. Please revise the plans tQ show direct access for the disabled from the Green Room to the performing area (within the building). 3. Please revise the plans to show direct access for the disabled from the performing area to the seating area. • DOORS 4. Provide a door schedule to Show that every required passage door has ;;:;:32" clear width, per Section 1004.6. • STAIRWAYS AND HANDRAILS 5. Revise plans to show that handrails are provided on each side of the stairs, per Section 1006.9.1. This applies to .the stair leading from the Green Room to the performing level. • RESTROOM FIXTURES AND ACCESSORIES · 6. As shown, the shower. in the Green Room does not seem to comply with Title 24 clearances, etc. Please justify this. • GROUP A OCCUPANCIES 7. Note that assistive listening device systems shall be installed for people with hearing impairments, per Section 11048.2. I . I Carlsbad 98-635 March 11, 1998 8. Revise plans to clearly show that accessible seating is provided and noted as follows, per Section 1104B.3.1: END a) Show a minimum of accessible seats as follows; i) ~1 % of all fixed seats shall be aisle seats with either no armrests, removable or folding armrests on the aisle side. b) Each accessible seat shall be identified by a sign or marker and the availability shall be posted at the ticket office. c) Seating capacity shown is >300: Show: i) Provide a companion seat next to each space. AS SHOWN, THE SEAtlNG DOES NOT COMPLY! THE COMPANION SEATING MUST BE [RIGHT] NEXT TO ·EACH Rl::SERVED WHEELCHAIR AREA AND MUST BE AT THE SAME LEVEL. Carlsbad 98-63S March 11,.1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDl°NG ADDRESS: 1 Lego Dr. PLAN CHECK NO.: 98-635 DATE: March 11, 1998 BUILDING OCCUPANCY: A2.l TYPE OF CONSTRUCTION: V-1 hr. BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLiER ($) Theater 5700 650,772 Air Conditioning Fire Sprinklers TOTAL VALUE · 650,772 ~ 1991 UBC Building Permit Fee D :Bldg. Permit Fee by ordinance: $ 2492.50 ~ 1991 USC Plan Check Fee D Plan Check Fee by ordinance: $ 1620.13 Type of Review: ~ . Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 1296.10 Comments: Value provided from c;iesigr.,er. Sheet 1 of 1 macvalue.doc 5196 >, .c fi'il "" 0 ., ,,:; (.) C "' a: '., 1u Cl >, .c "' 'II: "" 0 ., ,,:; (.) C "' a: Lio 0 (io 0 cio 0 · PLANNING DEPARTMENT BUILDING PLAN CHECK ·REVU:W CHECKLIST Plan Check No. CB, 95 ... a;;:3~ Addres·s _ On~ L£w .,{)c/ve Planner L>oo A/e,..u . Phone .(619) 438-1161, extension 9'3/'t/C APN: . 2/l-/OQ -:-09: .. · _ . .. . . Type of Project g!'ld Use: ~~~ Project Density: __ A.l...............,;,6~-;4~· ~, ___ _ Zoning:.C-T-q?. Geneflf!:~an: ~If ·: Facilities Management Zone: 13. Cf~n11tl # / .. Date of participati'on: /Z/2.1,q,3 Remaining net dev acres: 2,£ ~eOM .. ~, · (For nor:i..:residential · development: Type of· 1and used created· bY- this permit: _All otfe.r c:a,;v,~ecc.,'a/ uses n.rt; /4::kn-fifie/) Legend: ,~ · Item Complete Cid]·· Item Incomplete-Needs your action Environmental Review Required; YES, NO X TYPE ---- DATE OF COMPLETION.: s:zo--crz Compliance with conditions of approval? If riot, state conditions which require act.ion. Conditipns of Approval: Discretionary Action Required~ -C vi;·s ·--. NO_._ TYPE ___ . ___ _ c~~ 7 iV ~20~7 APPROVAURESO. NO. f.c,-W-l/o83?l/08t/ DATE t.(-IG -q7 PROJECT NO. ,5/2/J .96--l'f . . OTHER RELATED CASES·: ___ ·_-=C ...... Li"""'"./J....;..· ...... C/_6_-__ / ___ h __ ......,.._ ___________ _ Compliance with conditions or approval?. I.f not, state conditions which require action. Conditions of Approval: -----,-----'-----'-------,-----,--------- Coastal ione Assessment/Compliance · • Project site located in Coastal Zone? YES X NO CA Coastal Commission A1:1thority? .YE$--NOY If California Coastal Commission Authority·: Coritc!Ct them at -3111 Camino Del Rio North, Suite 200, San Diego CA ·92108-1725; "(619) 521'-8036 Determine status (Coastal Permit Required or Exempt): 'J!eceiveo/ C{)/J<t(;-1~ Coastal Permit Determination 'Form already completed? If NO, complete Coastal Permit D~termination Form. now. Coastal Permit Determination Log #: Follow.:Up Actions: YES ,c//4 NO 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans.). , . , 2) Complet~ :s;oast~l Permit Determination-Log as. n~e.ded. D(D D ilfDD b(o D ~DD lnclusionary Housing Fee required: YES __ NO K.__ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES __ NO __ . (Enter CB#; UACT; NEXT12; Construct housing Y/N; Enter Fee.Amount (See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensi'on~I site plan. drawn to scale. Show: North arrow, property lines, easements, _existi~g· arid 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 -------Interior Side: Require,d ______ _ Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown ------- tp::' D D 2. Accessory structure setbacks: 1:&DD rao D ~DD Front: Required ----'-----Interior Side: Required ______ _ Street Side: Required -------Rear: Required -------'. Structure separation: Required ------- 3. Lot Coverage: Required ------- 4. Height: Required ------- 5. Parking: Spaces Required ------- Guest Spaces Required ------- Shown Shown Shown Shown Shown Shown Shown ------- Shown ------- Shown ------- Ll(' D · ·D Additional Comments ______________________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER City of Carlsbad _ _ . 97425-3 _ Fire Department • Bureau of Prevention- Plan Review: Req·uirements Category: Building Plan Check Date of Report: Tuesday, March 10, 1998 Reviewed by: n4 ~~ ,/~.C.. Contact Name Chris Rooney Address 5342 Armada Dr -~----------=---'-"------------~--~ City, State Carlsbad CA 92008 Bldg. Dept. No. CB98063~ Planning No, Job Name Lego,lmagination/.Exp . Job Address 1 Lego Ste. or Bldg. No. ____ _ jg! Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items c;1fter this date, including field modifica- tions, 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 construct or install improvements. D Disapproved -Please see t.be attached report of deficiencies.· Please ma_ke corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Suqrnit _corrected plc;1ns· and/or specifications to this office for review. For Fire Depart17!ent Use Only Review 1st. __ _ 2nQ. __ _ 3rd ·. Other Agency ID CFO Job# __ 97_4_2_5-_3_ File#~--- 2560 Orion Way · • C~rl·sbad,. Californit:t 92008 • (619) 931-2121 ,;' '' -•',•• ' FILE No .2A9 QA/13 '98 11 :32 IDd(on.ica FAX9615FP PAGE 2 APR• 19•G8 OQ: 96 .FROU-LEGOLAND PROJE<;T OFF I ca 780-"804-TUG . T•GU P.02/0Z F-556 Nllnl• d own'ii · · isca -t-,.;.;;. . . St ?:fn a"I-Q¢dL kQ,:itla.§J~~¼t·. ilO ,_.... ·. Pid1'2f -Ql;~J--. • CA.Yls.\?!4, At1 ZJpcaae ... ... Amlll&ll.la ~,~ •• car ~~11ir'llil ~ ~m\J«-.. ~w-: . :f ,6• lC~Ci .. · \ ~ '-&:ara .. C-J(3: It \..i,\v • · 0P11QN(1J: N0N--Rt:8HlENi"IAL C&RTIFll?ATE . ", 1 uc:> fl J. 1.. l l"I '-I s. \ !. I l !. '-\ FROM-LEGOLAND PROJECT OFFICE 760-804-7959 T-620 P.03/04 F-539 APR-13-98 07:24 CERTIFICATE OF COMPLJANCE Cl1Y OF CARLSBAD Plan Cheek No. '8-L o'L! . COMMLJNrTY OEVfLOPMENT 2075 .LAS PALW.S OR., CARLSBAD, CA 92009 (6 l ,> 438-11.61 This form shall be used to determine the amount of sch00Uees for a project and to verify that the project applicant has complied with the school fee teqiJiremenis .. No building permits for the projects shall be issued uritil the certification is signed by the appropriate school distria and returned Jq the City of Carlsbad Building Department. ' SCHOOL DISTRICT: _:::I::_ Carlsbad Unified 801 Pi'le Avenue Carlsbad CA 92008. {434-0661) Encinitas Union -- Encinitas CA 92024 ( ~-. . San. Marcos lJn ifted --215 Mata Way $cm Mal"C:OS CA 92069 736-2200 __ San Dieguito Union High School 710 Encinitas Boulevard .E('cinitas CA 92024 {753-6491 l 101 South Rancho Sa~Fe · d. ..... Projecr Applicant: --------~-------------APN: . ------ Project Address: J . .Q-\'\...~,;,~ ·.. ., RESI DEr-JTJAL: SQ. Ft of living iirea ____ ..,. number of dwelling units·------ SQ. FT. o·f covered area ____ SQ. fT. of garase area ______ _ COMMERCIAI.JINOUST:"~ .. S~-FT-T~· 7,.;o 'II 0,1.0 .. ~ h1-,o~ 7 Prepared by • t'=A~.J. . t::_~ .. ....._. . . . Date 1 { '-~ j 5 ~ FEE CEitTIFICA TJON . .j" (To be completed by the School District) ~ Applic;~nt has complied with fee requirement under .Qovemment Code S3080 . . --Project is subject ta an existing fee agreement --Projea is exempt from Government Code 53080 --Final Miip approval and construction sraned before September 1. l986. Cother school fees paidl Other _________ ~---------------------- Re5idential Fee Levied: $ ______________ based art ... · _______ __.__sq. fl.@~-~~--- Commltnd~~t Fee Levil!d! $ /:J l (J/» . . based on 5'1 QD sq. ft. @ . 31:{;: : I __ .lf"iJ ,/). /) a a · J. H. Blair ·: W J~ AssistantSupl . . . rict Official . Date HELLMUTH, OBAT:A + KASSABAUM, INC. 1655 26th Street, Suite 200, Santa Monica, California 90404 Voice 310 453 0100 Fax 310 453 2052 STUDIO E Memorandum Project Legoland Carlsbad, Inc. Date March 3, 1998 Project Number 96.0634.00 file Lld Attention Mike Peterson, Carlsbad Planning and Community Development From Christopher Rooney, AIA Regarding Lego Experienc~ Show Copies To Kirk Rose HOK/LA, Gaston Lagup.a HOK/LA, Kyoko Adachi HOK/LA, Martin Zurauskas Lego, Bill Mike, These are the Structural Calculations for Imagination Lego Experience.Show Plan Check No. q 8'~~Please proceed with the review of these documents. We appreciate your continuing support and assistance in processing this cluster. The following items are included with this package: 3 books of structural calculations 3 sets ofblueline drawings Please proceed with reviews as required. Sincerely, Christopher Rooney, AIA CERTIFICATE OF COMPLIANCE:',-(Partiof3) . 'MECH-I . l'ROJE(.7" NAME PROJECT ADDRESS TELEPHONE PRINCIPAL DESIGNER.-Ml~P!ANIGA!. . . . ~~.Pt. 4 ~e-.tA-:1t ~ · ~o~S.,o\4?.- TELEPHONE .. ~o-~~ ·o\4"Z- BUILDING TYPE · NON]{!::SIDJ;:NTIAL D Hl(}H RISE RtSIDENTIAI.., . D HOTl;L/MOTEL GUESTROOM PHASE OF CONSTRUCTION _'gf NEW CON.S'rRUCfiON tJ ADDITION. 0: AL, -r;ERATION D UNCONDITIONED (file affidavit) METHOD OF MECHANICAL ~ PRescRIPTlVE D PERFORMANCE ,._ COMPLIANCE D .. PREvr.ous: ENVELOPE .PEM1IT . This Certificate of Corh.pliance.ltsts the bu1lding features and perfotfilance specifications need to comply with Title 24, Parts I · and 6 of the Califo1i1ia Code of Regulations. This certificate applies-only tobuilding mechanical requirements. The documentation re arer herebv i;:ertifies that the-0ocurne11t~tion i.~ acqir;i.te ami com lete. DOC ITATION AlITIIOR , fl/\ oan,,. i-v · ·· SIGNATURE - 1 _· '1· ~ . ' . V\.ll\ll\·,-.. The Principal l'v1echanical Designer hereby certifies that the .proposed b11ild1ng design represented iii this set of construction documents is consistent with the other c9rnpliance fonm and worksheets. with the specifications. and with any other calculations submitted with this permit application. The preposed building has been designed to meet the·mechanical requirements, contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: D . - I hereby affirm that I am clig-ible under the provisions of Div'ision 3 of d1e Business and-Professions Code to sign this document as the person responsible f9r it,$. preparation; and that lam il Civil Enginee-r, Mechanical Engineer, or Architect. I affirm that I am eligible under tlie exemption to Divis.ion 3 of thy Bl1Si11css and Professions Code by Section 5537.2 of the Business and Professions Code to sign this docun'lertt as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to_ perform .. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section___ of the ____________ Code to sign this docrnrt1ent as the person responsible for its preparation; and for the following reason(s ): ·---,--~~"----"-..,----+-ie----,-'--'-----'-------,---c-----,----- Indicate location 011 plans of Note Block for M'm1datory Mea~~res ·.__I __ ~.M...,. _-_o_-o_\__,_ __________ ___. INSTRUCTIONS TO APPLICANT · · For Detailed instructions on the use of this a:nd an Energy Efficiency St;J.ndards 'compliance forms, please refer to the Nonresidential Manual published by the Califorrjia Em~rgy Commissio11. . · MECH-I: Required on plans for al(submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3: Required for all subm.ittals, but may b'e inc·or,porated in schedules on plans MECH-4: Required for all submitt,lis unless r.cquired outdnor vcnlilhtion rates :utd.aitf1ows are shown on plans per Section 4.3'.4. CERTIFICATE 0F COMPLIANCE ,. t: (Part2ora>t' MECH-I· l'ROJEC..'T NAME IJATE SYSTEM FEATURES . · , ·. · i :~ I MECHANICAL SYSTEMS TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VA V MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPL, Y RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN!-!) IIEATING EQUIP. TYPE HIGH EFFICIENCY? IF YES ENTER EFF. # t--.1.-\f.:.E AND MODEL NUMBER COOLING EQUIP. TYPE HIGH EFFICIENCY? IF YES ENTER EFF. ~ MAKE AND MODEL NUMBER . . .. ? tJA .. t-JP-r- t-J .. N ,.;· ()s .. ~ ~ tJ .. ,J . f..J\ fv\ A A A .· ' \.o,so0 4A? (i,p.,J, . I - _,. a/l'.n •' (::-(3, 4\5-~..\ 6 ,..;-44,-, -~-,~ ' ~- I ~-e.. . CODE TAifl,:ES: ·Enter code frcinrta!JI~ bclo,;:,11110 colu_rrn_1s.aq,vc .. .. .. " HEAT PUMP THERMOSTAT? f TIM'!;: CONTROL SETBACK CTRL. ELECTRIC HEAT? S: Prof S\vitch · · I\: Heating 0: Occ.upancy Sensor C: Cooling VAV MINIMUM POSITI,QN CONTROL? Y:Yes . M:-Maiwal Timer · B -Both SIMULTANEOUS HEAT/COOL? N:No .. HEAT AND COOL SUPPLY ~ESET? YENTILA TION OUTDOOR .. DAMPER HIGH EFFICIENCY? ' B: Air Balance A:Auto C: Outside Air Ccr,t. G: Gravity M; Out, Air·Measure· D: Dcmand:Control N. Natural . ISOLATION FAN ZONES CONTROL Enter number of I: Inlet Vanes Isolation Zones P: Variable Pitd1 V:VFD O:Other C.: Curve ECONOMIZER 0.A..CFM A:Air Enter Outdoor W: Water · AirCFM. N: Not Required Note: This shall be no less than ColumnGon MECH-4. NOTES TO FIELD -For Buildin2 Department Use Onlv . · J>ROJEC:l" NAME l>J\TE \ ~, -~ s DUCTINSULATION I I -----,-~...,..., ' • • •• ·,· : ;_. ) DUCT TAPE,· SYSTEM NAME DUCT TYPE nu¢ttdCAtiON' • . (Supply, R\!tl!m, etc.) (Roof, Plenum, etc,. kt,-\ ~f'PL,A-( ~of- (uc(Jii-J• .. . .. . ALLOWED.? r::_0,....U_C __ T_I_N,_S_U_L_A_T_IO_N~ r-==-===-- y N _ R-VALUE o·.1gr ~ .. :z, \ ·00 DD DD .. oo DD DD ;O·D DO: OD DD . ·jt~t:t:. /:.'. ~ ,.?1/·tf:.~7~ ~'; -.: :·;-- . · .. ·-.. ·:.r .. ~: P.ITn'U]NSTTT :ATTQ11\'T. • ,,. ,w ··,· • • ';· ·.· • ,;· ' ' , '· • . •" . • " • . ~_E, U..J...,.1-1:i..1. '.J.~ ':.. , .. !"'t.,,,L';:: .. ,,•.: ·: • '-.;.,. . • , .. • ·::·· .. • ' . • : SYSTEM NAlvtE I iNSULATION l r-"----;--~_,__l_' I_P_E_T--1-~P-E-· --,-'----~'--, REO 'D? -(Surmlv. Reti.1rn, etc,) · . I Y I N I ~-~--"--,-'--L-L--'----'-=.;.;__~c.:,-----'--1 ~----,--------'-----"-'-,--'-'--~ OD -oo DD DD o·D DD' OD DD DD NOTE TO FIEf.D Building. Dept. Use . . ~-.. . _; .. . ·-.· ": .... -~ ::-:.: ... . • l' .. . : ~ ~.. ., NOTES TO FffiLD -For Buildin2 Department Use Onlv · -~ .. . . ' :--- .:::._ ·-.;.--:-·, .. ,:; .:<.-'::_:·-·: . -:· .. __ ,..... . · ... • .. :· ... .. ·'. MECHANICAL SIZING AND FAN POWER MECH-2 ,_ ---. .. PROJECT NAME ~-othl-0 ~AO, l:.i.f~t~ ~ " DATE 11~! /'is -. SYSTEM NAME kr\B . FLOOR AREA~~ .. . . ... . . . I NOTE: Provide one c.opy of this. form for each _mechanical system when using the Prescripfi~~ Approach. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMJlERAT()RE -OUTDOOR, WET BULB T~MPERATURE -INDOOR, DRY BULB TEMPERATURE 2. SIZING -DESIGN OUTDOOR AIR (APPENDIX C) (APPENDIXC) . (APPENDIX C) \ . · COOLING a~ HEATING -;~ jcFM (MECH 4; COLUMN H) ...__~---,---, 4-t'i~ ~-~ -ENVELOPE LOAD -LIGHTING .. ~ -PEOPLE 41,e; -MISC. EQUIPMENT ?. -OTHER ( PROCESS LOADS, DUCT ') _ OTHER LOSS, INFILTRATIONiETC . .'. .. SAFETY/ WARM UP FACTOR WATT$ I SF(LTG-2) # Of PEOPLE (MECH 4; COLUMN E) WATTS/SF 0-,f._:-"'( (~.J9'1v--( (Describe) TOTALS .. ?\ 4'5'\ '?\~I- -Z\'2.. 4$ot> ..\-' ~ .,~ . I:' " ... t1'2-4~ . 6011 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE.x SAFETY/ WARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS l\1AXIMUM ADJUSTED LOAD, EXPLAIN FAN POWER CONSUMPTION [Al DESIGN FAN DESCRIPTION BRAKE HP· fJ~ L:$7, . . • .. - .. . - NOTE: Include only fan systems exceeding 25 HP (see§ 1~). Total Fan System Power Demand may not-exceed 0.8 Watts/GFM for constant volume systems or L2S Watts/CFM for VA.V systems. Nonresidential Compliance f'.onn ' .. EFFICIENCY 'MOTOR DRIVE .. ' . . I A'UOGO 11 'Z-\\000 Kbtu I Hr Kbtu / Hr NUMBER PEAK WAITS CFM OF FANS B x Ex 746 / (C x (Supply Fans) D) TOTALS I ==' ===~ TOTAL FAN SYSTEM I . . I POWER DEMAND Col. F /Col. G WATTS I CFM-------' January 1996 MECHANICAL SIZING AND FAN POWER . MECH-2 --· -. '.,,, ,-PROJECT NAME DATE . \(;,/~i ~M<'O ~6tJ.:> ,,,;. ~-e~t,Jtt $Vla.J. SYSTEM NAME ~1~~ e:, _ FLOOR AREA 2-/. \ ·- I NOTE: Provide one copy of this f6rln for ca~h· ~echanical system whcil using the Prescriptive Approach:_ SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATUR.f: -INDOOR, DRY BULB TEMPERATlJRE 2. SIZING -DESIGN OUTDOOR AIR -ENVELOPE LOAD -LIGHTING ,z -PEOPLE .. 4- -MISC. EQUIPMENT -·'? -OTHER ( PROCESS LOADS· DUCT · ). -OTHER LOSS, INFIL TRAT!ON, ETC ... . . SAFETY/ WARM UP FACTOR (APPENDIX C) (APPENDIX C) _ .· (APPENDIX C) WA rts / SF (I,;TG-2) # OF PEOPLE (MECH 4; COLUMN E) WAITS/SF (Describe) -. . (Desc;ribe) : . TOTALS COOLING HEATING io'? ~ ... s ___ __, b1 qi, -~OJh \~$2,... ·\o&;a ..,._...,.,o B ~t>i ~-o-'?-1 l ?;.c\-'i;1 I MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARMUP FACTOR) 17--0 ~ t-\-.\-U,-b-~ 3. SELECTION: INST AL LED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN . FAN POWER CONSUMPTION _[ID DESIGN .. FAN DESCRIPTION · BRAKEHP· --Nf-£.,Z~ . -:> ·. .. NOTE: Include oniy fan systems exceeding 25'1-IP (sec§ 144). _ Total Fan System Power·-[)cmand-inay not exceed 0.8 WatWCFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresidential Compliance Form t . .. EFFICIENCY MOTOR· DR:t:VE -- -- --., . . -. . . \'.:,soa 11 tt ,ooo Kbtu I Hr. Kbtu / Hr NUMBER PEAKWATIS CFM OFF.i\NS B x Ex 746 / (C x (Supply Fans) D) TOTALS I._I _ ___. TOTAL FAN SYSTEM I I POWER DEMAND Col.FI Col. G WA TIS/ CFM--------' January 1996 -MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME Liuto~O ~~~AO DATE -,r~, Jqg SYSTEM NAME ~,.t FLOORARI,A .. - I NOTE: Provide one copy of this fonn for e~ch hlechanical sysiem when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) _ (APPENDIX C) (APPENDIX C) t-C-0-~--~-IN-G---i I ~TING I -OUTDOOR, WET BULB TEMPERATURE ~""l -INDOOR, DRY BULB TEMP~RATURE - 2. SIZING -DESIGN OUTDOOR AIR . ...,.l __ "';i_, ....;..o_~:l-cFM (MECH 4; COI,,UMN H) ~-$ -ENVELOPE LOAD \'1Z? -LIGHTING . i----__;.·_,Z.. ____ . -'---,-fWATIS-/ SF (LTG-2) 't'l,O ~ -PEOPLE -MISC. EQUtPMENT rz_.. # OF PEOPLE (:M;ECH 4; COLUMN E) 1-------.---i i---?;;i---~-0----i W~TTS M \~oo \ \ ,~ "o -OTHER ( PROCESS LOADS DUCT ). 1-----,------1 __________ _ -OTHER LOSS, INFILTRATION, ETC.. (Describe) · (Describe) TOTALS SAFETY/ WARM UP FACTOR MAXIMUM ADJUSTED LOAD (TOTA1.S FROM ABOVE x SAFJ:;TY/ WARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPAGITY z.z., ~Q C7 1,1.._,_-_ ____.J IF INSTALLED CAPACITY E:X.CEEI;>S MAXIMUM ADJUSTED LOAD, EXPLAIN FAN POWER CONSUMPTION [Al ' .. DESIGN_ FAN DESCIUPTION BRAKE '.HP - l-lA _L~s. - .. . , .. .. .. NOTE: Include only fan systems ex<:eeding 25 BP (see§ 144), Total Fan System Power Demand may not exceed 0:8' Watis/CFM ·for constant volume systems or 1.25 Watts/CFM for VA V systems. . . EFFICIENCY ·MOTOR DRIVE . ~ -?~', Kbtu / Hr Kbtu/ Hr . [fil . NUMBER PEAK WATTS CFM OF FANS B x Ex 746 / (C x (Supply Fans) , D) . ' .. - . TOTALS ' ':==::'.:=:::: TOTAL FAN SYSTEM I l POWER DEMAND Col.FI Col. G l WA TIS / CFM--· _____ _. Nonresidential Compliance Form January 1996 MECHANICAL EQUIPMENT SUMMARY I MitCH-3 · l'ROJEC:r NAME lli\TE COOLING EQUIPMENT . r::::-::-:::-:-:-=--:-'::-'----. . . SYSTEM MAKE AND. · DESIGN OUTPUT TOTAL 'Rt.TP.n Rri:.,ni:. r\iC:Y IEC?~97WJER] NAME MODEL NO .. . (BTU /HR) f:,c_ .. "\ e, ·.-·"" ...... 4theJt:>o.A.1-· 422:-1ov>o ~t<..~ P;; ~ttllr \ '?,~oo· C::'2:~l2 .. ~et V . (Gu,{,,.. .::Z;,~ v\ Ol n2A--'2.'.2,£>f0 ; .. ,. -,_ ' ' . .. .. .. . - - HEATING EQUIPMENT SYSTEM MAKE AND NAME MODEL NO. -~--,~ CA('Jl.,\ t&Z:,.-t~O o.i4-__ .. , Ntt, .. i ~-'r/4, '??.--S.d . ... ftv ~c, o..e.r?Aldl ?'oiA ~?-C>"l:,4, ' . .. .. .. .. .. . Nonrl'sidenlial Compliance Form . OESIGN.CFM ; UNITS \O~ .. i .. . tf:,{2;_ --~ ,.. .. W-12--,..- .. .. . ' ... .. .. . -·. < • l)ESTGN OUTPUT . . .. (BTU I HR) - . . .-Z.. \ -1 1 o.:,O t.. ;·\\·iOO V ,. 0 C. to~\.;p4 .. : -·, -. . . - · . - - " .. ·' .. ALLOWED s.7 B • "2- . \0 ... .. - PROPOSED 8i1 ~\'7- I \ ,, B:JD D0 D!8T DD OD DD· DD DD DD DD DD DD DD DD DO .. RA TED EFFICIENCY UNITS ALLOWED PROPOSED ~l~ '18 e,o c.oP ~-Z.~ Z,'t .., .·a.-,11,,1,,t ) -- .. .. January 199/, . . . >-I MECHANICAL VENTiLATION. _:-~ · · : \ I··; MECH-4 t l'ROJECI' NAME SYSTEM NAME NOTE: Provide one co of this forhi for each mechanical system, - MF.CHANTCAT, VF.NTTI .ATION [Al @J [g fill [ID. [E] @ [H] lI] DJ [R] AREA-BASIS OCCUPANCY BASIS VAVMINIMUM REQ'D. CFM COND MIN. NO:. MIN. O.A. DESIGN LARGEST DESIGN TRANS- SPACE AREA CFM CFM OF CFM -(MAX. OF OUTDOOR MIN. MIN. FER . J>ERSF PEOPLE : ' AIR AJi{ NO. (SF) (B XC) --(I;: X J'S) DORF} CFM CFM ~b 4 .. 4~5 ;~-~v1-.s .b~t?~. ) -~-i J.~ -_.. ..,---. ' , .. --, . .. -,. I .. . - " -- ··- " -· ,. " ; ' .. --: --· ' . , -- . -- -- TOTALS (FOR MECH-2) I 41--s ..I I "?4S lit:,-,,--,$ I ----~ . . Minimum Ventilation Rati: per Section§ 121. Table l,F. Based on Expected Numbe~ ofOcc!Jpants-or at-least 50%.ofCiiapterJ3 USC Occu~ant Density Must be greater than or equal to G. or use Transfer Air If zone reheat or recool ·is· uscd, 1 must be less than or equal to·G. or.less.than.or ecj4al to Total Design CFM X 0.3; or less than or equal to B XO 4, or less than. or equal to 300 CFM. whichever is larger. " \JiE Must be less than ot equal to I. (if applfcablg), but no less thllll-G, unless Transfer Ai~ ti-:) is usc<:lc Must be greater than or equal-to tG -1-1). and. for VAV,.greatcr than or equal to (G -J) . " ---. . . - .- Nonresidential Compli'anm:: Form January ! 91>(> q ~t'CffiLANO CARLSBAD -PLUMBING FIXTURE REQUIREMENTS (SUMMARY) -2/12/97 0 ~-·' 0.. CLUSTER MWC co~ MW~ ACT ..-I ADMIN / 3 2 0 0 BEGIN 3 1 I 0 z CAST/ 5 8 0, ..-I DUP/ 5 6 l1) ..-I FUN/OWN 8 9 / GA:RCEN 4 2 ~, l. <:J\J I", , 1 ! , , GIN 4 6 ,'<"-i, / \ <'I ·~!NILAND 4 .. 3 ~ ,TOTA~;;-----47 00 l..O co ..-I I Lil) q \.0 I 0 ..-I I'() _j w I- ~---~--·---~ ----- DIFF -1 8 3 1 I ·2 2 -1 1 I ROSEN{!ERG +ASSOCIATES-SHEET l OF 3 FWC CODE: FWC ACT DIFF UR CODE 4 3.0 -I I 4 23.0 19 1 13 15.0 2 4 13 10.0 -3 4 16 17 1 6 10 2.0 -8 ~ 12 11.0 -1 4 14 2 -12 5 86 83 -3 28 .. ' > ,, "' UR ACT DIFF LAV CODE LAV ACT DIFF CF CODE DFACT DIFF 1 a 5 6 1 2 0 -2 4 3 4 19 15 1 0 -1 7 3 6 18 12 3 2 -I 5 I 6 13 7 3 0 .3 7 l 12 24 12 4 2 -2 Q .3 4 4 0 2 0 -2 5 I 6 14 B 5 4 -I 0 -5 8 4 -4 10 0 -10 29 1 51 102 51 30 8 -22 ,, " N . ~litl>l.AND /RUlBAf> • PLUMBING FIXTURE R£UUIREMENis (UPC, • 2/12197 0 / 0.. CLUSTER BLDG NO BLDG OCC USE ti OCC M WC FWC !IB LAV SHOWERS DF ....-1 ADMIN / A-352 ADMIN B -E----75 --2 3.0 I 4 0 1 0 0 ; A-353 MAINT B E .1Q 1 1.,__Q .Q. l .J.l .1 BEGIN,/ 85 3 4 1 5 0 2 0 z ~-354 TOILETS.: A p OCCUPANTS INCLUDED IN OTHER AREAS (J) B-:368 WESTGA:T B E 33 2 3.0 1 2 0 I 0 B-750 RETAIL',. B NA 26 l .Ll2 _g_ 2. Q Q .. l{) 59 3 4 1 4 0 I ....-1 CASTLE 1 C-361 TOILETS A p 464 3 11.0 3 4 0 3 00 .· / C-520 MAZE A. NA C-609 COASTER A NA ~--._,\/ · C-713 FOOD CT 8 E 300 2. 2.0 1 2. .Q. ~ .. ," , 764 5 13 4 6 0 3 N / L /PLO 0-357 TOILETS A p 699 3 n.o 3 4 0 5 /1J 0-414 THEATER NA NA E' D-703 CAFE B E 140 .2 2.0 I 2 0. 0 D-754 RETAIL B E NA J 839 5 13 4 6 0 5 FUNTOWN F-109 FACTORY' -NA NA f-358 TOILETS A ,p 5!,9 3 11.0 3 4 0 4 ,f-359 BABY p NA F-413 CAFE B E 110 2 2.0 1 2 0 0 ,00 F-614 INST NA NA U) 00 F-708 RESTAUR B E 493 3 3.0 2 6 0 0 ....-1 F-756 SHOP NA NA I F-910 TRAFFIC NA NA m i;:;J-1172. 8 16 6 12 0 4 \:D I GARDEN G-360 0 TOILETS A p 340 2 8.0 2 2 0 2 ....-1 G-712 RESTAUR B E 150 2 2~0 .1 2 Q Q I'() 490 4 10 3 4 0 2 .. _J w IMAGIN 1-101 SHOW A NA 350 I-1-,102 PL.AV A NA 60 1-103 Pt.AV A NA 100 !-114 LEARN A NA 90 1-362 TOILET A p 620 3 11.0 3 4 0 5 1-718 CAFE B E 100 r 1.0 1 2 0 0 1-765 RETAIL B NA NA M-3O2 SHOW A NA 20 720 4 12 4 ,6 0 5 MINILAND TOILETS A p 1530 4 14 5 8 0 10 TOTALS 5659 36 86 28 51 0 32 ROSEN~RG +ASSOCIATES-SHEET 2 OF 3 t; ...... ~ -~fJOLAND CARLSBAD -PLUMBING FIXTURE REQUIREMENTS IACTUAL) -2/12/97 . ' r' ,o:_/ ...-I CLUSTER BLDG NO BLDG USE MWC FWC UR LAV BABYCHA OF REMARKS 0 0 ADMIN A-352 ADMIN E 1 2.0 1 4 0 0 0 A-353 MAINT E 1 1.0 _Q 2 _Q .Q COMB WARE & MAINT z 2 3 1 6 0 Oi 0 BEGIN B-354 TOILETS p 9 20.0 4 14 4 0 .. 11) B-368 WEST GAT E 1 1.0 a 2 0 0 .-I B-750 RETAIL NA 1 1.0 0 2 0 0 F AID p _Q 1 _Q_ 1 .0 _Q UNISEX 00 11 23 4 19 4 0 Oi ~ .-I N CASTLE C-361 TOILETS p 6 13.0 7 14 2 2 L C-520 FAMILY p 1 1.0 0 2 0 0 ID C-713 R STAFF E 1 1.0 _Q .2: _Q Q ::E: 8 15 7 18 2 2 OUPLO D-3'57 TOILETS p 4 9.0 5 10 2 0 0-414 FAMILY p 1 1.0 0 2 0 0 D-754 R STAFF E 1 0.0 0 1 0 0 UNISEX ,. 6 10 5 13 2 0 00 lD 00 FUNTOWN F-358 TOILETS p 6 13.0 7 Hi 2 2 .-I I F--359 BABY p 0 l.O 0 1 0 0 UNISEX 11) F-413 CAFE E 1 0.0 0 1 0 0 l)NISEX ~ lD ,F-614 CAN STAF E 0 1.0 0 2 0 0 UNJSEX I 0 F-,708 M STAFF E 1 .-I 1.0 0 2 0 0 ('() F-756 FAMILY p l 1.0 _Q 2 .Q. Q .. _J 9 17 7 24 2 2 w I-GARDEN C,-712 RESTAUR E 2 2.0 Q .4. _Q Q_ !MAGIN 1-362 TOILET p 4 9.0 5 10 2 4 M-302 FAMILY p 2 2 _Q .4 0 _Q 6 11 5 14 2 4 MINILAND TOILETS p 3 2 0 4 0 0 TOTALS 47 83 29 102 12 8 ROSE~BERG + ASSOCIATES -SHEET 3 OF 3 , I. L l-f:?,:,9-b. __ OR.. 1g~tot.'1~ , ll1l)r&ff/A-1ICIY). CT.)v--,,.:::-~ _ c.vn~teno:,. J~-~ ~~ ., V\ '-N- d-/ J-C lw-f?J 017 1l,f/1c-~~ ~.,,..-~. . db ~~ r i · · ~~ M-1M f #~ . /\_ :s/J)fJ/ ~Sf~~-Ao-/~~ij6/t_ ~(1r.~6~Q;M 4.(t1 { ft( . our J:---..,, Mts r~«s i (._ f 4 Sc).,, I ' ' .f "'-f ,.,d-I ,.,v..f'o ~ A · . f-{ ,vJS evi ' : 1l1lf(fr ~ ~ 4!~ ®J;~ .~ Jo ~ ~ lb-os~ I ~:er,:Jt /vACv-Lct~ Shr~ ~V(pld ~~- \ APPROVALS Date ~ Building ~Planning _'3jlt(_jff_ ~!ineering Coastal ------Health ----Assoc. DATES ~nt ).;b--- ------r-----HAZMATFORM ------,.----INDWASTEAPP -----11----,._ SCHOOLFEEFORM PlANCORR -----,r--,---ENGRG CORR BUS'LIC ---,.---,----WCOMP __ _ • _ FIRE PLANS ASSESSOR PLANS . ...,. ... () ___ I I \ I I~ II 1; z I- ~ MARTIN & MAH"tlN, INC. Structural & Civil Engineers ~ 7801 Mission Center Ct. #400 San Diego, CA-92108 Phone (619) 497-2118 Fax (619) 497-0429 ---------~--~----~------------- I I I I I I I I I I I I· I I I I STRUCTURAL CALCULATIONS FOR Legoland: Ca:rlsbad (M&M PROJECT NO. 960240.00) lma-gination ce,nter Cluster {FG.MP ·Package) Volume 2 Section E Architect of Record: Hellmuth Obata & Kassabaum For Building Department Plan Check Submittal February 2, 1 9-98 1· ·1 I. I I I I I I I I ·I I 1. ·1 I I I ~' INDEX SUBJECT GENERAL PARKWIDE STRUCTURES NORTH COMPLEX ' SOUTH COMPLEX PUBLIC TOILET BUILDING LEGO EXPERIENCE SHOW IMAGINATION CENTER CLUSTER SECTION A B C D E I I I I I I I I I I I I I I I I I I I SUBJECT Framing Design SECTION E LEGO EXPERIENCE SHOW INDEX Truss at Grids "B" & "C" Catwalk Framing Lateral Analysis and Roof Diaphragms Braced Frames Foundation Design -Braced Frames and Columns Foundation Design -Retaining Walls SHEET NO. E1-E11 E12-E39 E40-E46 E47-E63 E64-E138 E139-E170 E171-E240 I I I I I I I l Z 3 MARTIN & MARTIN, INC. Structural & Civil Engineer, 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 L~ ... ,/\. JOB-....... ~ic::;:,~_.:.,pt..U..I.;.:.;;.; _____________________ _ SHEET NO. ________ i:--_1 _. _ OF ___ z __ 4 ____ :c ___ _ !". ' \\"£. CALCULATED BY _________ .,.fd.....a.W..;;.__ DATE---__ '1 __ ,...."--__ _ CHECKED av _____________ DATE------- .. --~ I ~lv l&n~-r ~ ~\)lGO SlJOW .:, 5 6 , .s ~ . 2 •. -3 . ..; s -G ,7~ _ s ~ 2 • ~ , s -e :-s ., 2 s · ·• · s · s -i, ·_6 , • 2 e --4 • ·s · s -·7 -e -1 ·-2-_ s ,1• -s-6 7 ' '8"-1 2 5 6 7 S: ~ 2 :? -:r: -, ... · --.~ -L\~~o 6-t !}k~xts.~~~?rt-::(' --:-: -;-: ·.· ! - . i : . . :. ·.···.~.·.·-·. . .i _,. ; . ... i. ---· . -··--! .. -· .: . -. ··--····· ··, .. ··· ... : ..... ··-.·. ~._... ; · ., ·o~·· U)A.AL_· ··:;··· .. [· · -f' · · ··· 1 . . ~-c:.,~. 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Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 JOB-------=~-='-=-0-=~--'-'"""""--------- SHEETNO. --------=e;:_f-+---OF ______ _ CALCULATED. BY ______ -ch-=--DATE _ _,_/ '2=-•.:../.:.5_,__,ef'--'7'--- Phone (619) 497-2118 Fax (~191 497.-:0429 CHECKED BY---'--------DATE _____ _ ,: -:. :. s S.-7. ..s J .2 ..s ,,.:. 5-.a:;.. s .t .2, . ...-3-.: S--6-1. a. :. 2 .s -"----5. .6-.:; s 1 2 s .:-s s 1._ 8-1 2-3 .:., 5 6 -; a ; ,2 .s . .:.. 5,, G-7 .a 1 2 ..s . ' u,l'(iPoSiTG-.. b~S. -Pp7'!ti,,J -· -: ... . e. H1 ~FJ:::· 12-o,:;,p .................... ;·····--···~~·:· ...... ·:~--·· ...... L.. .... . .. . ........ ~ : ........ ¢ [_ ........... ··<i,op .-S:F~·~+··f:>m ;;;.fr:..... ... .... .. .... ...... . . . ... : .... -·.-. : .... ~-· f~/A.;/Jb-.~~ -1.o~ ("~~E) .. t -. . . --'-·· . · 1-.. 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' :·. --~/·::-: :-__ _--_ ~ .. :· ... : : :·. : ;·~-~-~-~~-:-: .... ! . I lq I- I I I I ., MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 921 08 (619) 497-2118 (619) 497-0429 fax COMPOSITE STEEL BEAM DESIGN HIGH ROOF BEACy'!S -·--·-·-.----~ ---·--., _____ --· -~---· -·-· -- LEGOLAND IMAGINATION 960240 LEGO· EXPERIENCE SHOW TMB Date: 12/18/97 Page: cS BEAM/SLAB C>ATA DESIGN DATA .. SECTION PROPERTIES--- AISC Section:--· -· -. w18x35 Fy = 36.00 ksi Beam Span, = 41.33 ft f'c = 3000 psi Beam Spacing . = 6.50 ft Concrete Density = 1'.15.00 pcf Slab Thickness -··---= -• 4.50 in Stud Diameter = 0.75 in Deck Rib Height = 1 .50 in Stud Height = 4.00 iri _ Rib Spaci_ng ______ ::;:_ 6.0QJo __ Beam_ Weight is ADDEO tQ_app]iegJoads . _ Rib Opening _Width = 2. 13 in Stud Capacity · 9.89 !c Ribs are Perpendicular to Beam Allow Fb = 23:76 ksi Slab on BOT_H SIDI;_$ _oft;>_eam _________ n: Strength = 9.29 Using parti!l~(!O!_Tlp~i!ll ~c~o'! _ n: Deflections = 13.01 I-steel S-steel: Top S-steel: Bottom I-tr : S-tr: Top S-tr.: B_ot_tom. S-tr: Eff. @ Bot. n"Str: Eff.@ Top X-X Axis From Bot V-horiz @ 100 % = 510.0 in4 = 57.63 in3 57.63 in3 = 1555.50 in4 314.94 in3 = 90.12 in3 = 76.01 in3 = 1887.51 in3 = 17.26 in = 185.40 k APPLIED LOADS----,,....,...---------------- "Dead Loads" : Loads Applied Before 75Curing •••• Uniform Load # 1 = 0.39 kif · . -·-·---------~----------- I I -~ I __ ..., I I "Live Loads" : Loads Applied After Concrete Has Cured ••• Uniform Load # 1 = 0.27 kif . ---·-·----···---· MOMENTS & SHEARS SUMMARY-------------- Dead Load Alone ----= -90.7 k-ft USE:·w18x35;Partial c·omposite, Beam Is· OK Shored & Unshored .. Dead·+-co·nst ---;;,;--90.7 k-ft Stress· Checks for Shored & Unshored Cases ••• Dead + t:.ive = 148.4 k-ft @ Bottom of Beam = 23428 psi < = Live Load Only ------= ----57. 7 k-ft Unshored DL Stress = 18895 psi < = Max. Left Shear · = 14.36 k Actual Shear Stress = 2705 psi .< = 24000 psi (allow of 0.66 Fy) 2:4-000 psi (allow of 0.66 FyJ 14400 psi (allow of oA FyJ Max. Right Shear =:= 14.36 k Unshored Stress Check,.. __ . __ -EFFECTIVE FLANGE WIDTH--(Mdl/Ss+MII/Str) = 279·97 psi<= 32400 psi (allow of 0.90 Fy) Based on Span··-· · = i 0.33 ft Mll/(Str:Top*n) = 236 psi < = 1350 psi (allow of 0.45 f'c) Based on Beam Spacing = 6.50 ft Shored Concrete Stress Check ... -••• Effective Width-· ·-·-=· 6.50 ft -(Mdl+MIIJ/(Str:Top*n)-= 609 psi<= 1350 psi (allow of 0.45 f'c) ·· · --····--------· -·---· ··----·· --Alternate-Unshored Stress Check ...• (Mdl + MIil / Ss = 30900 psi > 27360 psi (allow of 0.76 Fy) BASIC SECTION PROPERTIES SHEAR CONNECTION DEFLECTIONS---- Beam Depth· -. ---. = -i7.70 in·-Vh@ 100% Composite · ·= ·-·-·185.4 k. I-transformed ' =· 1443.2 in4 Flange Width -6.00 in min(.85*f'c"Ac/2 or As"Fy/2) I-Effective = 1037.9 in4 I Flange Thickness = 0.425 in V'h:Minimum Req'd 52.7 k lst+[V'h/ VhJ· .5"(1tr-ls)] ---------Web.Thicknes----=-0.300 in_ Total Studs Required For Shored Condition .•• Section Area = 10.30 in? Per 1/2 Span 6 Before 75% Curing = 0.926 in Section Weight = 34.97 plf Actual Number of Studs = 0 Construction Only = 0.000 in lxx-AISCSection ·=· 510.0in4 VUsedForDesign 59.3k After75%curing = 0.589in Connector Requirements... Total Uncured Defl. = 0.926 in Use 3 studs from 0.06 -> 6.89 ft Composite Deflection = 1 .516 in I ----------,------'---·-use:..3 studs from 6.89->-13·.78 ft-----For Unshored Condition,;-;·-------------- REA~TIONS. Use 3 studs from 13.78 -> 20.6~ 1' Before 75% ~uring = 1 .885 in . . . ... ... ---····--· .-Left Right Use 3 studs from 20.66-> 27.55 ft Construction 0.nly = 0.000 in Dead+Const ___ : __ ·· =·-8.78'. 8.78 k-'.-.. Use-3 studs from 27.55-> 34.44 ft·-· After 75% Curing · = 0 .• 589 in .. I Composite = 5.58 5.58 k Use 3 studs from 34.44 -> 41.33 ft Total Uncured Defl = 1.885 in Max DL + LL· =.= 14.4 14,4 k Composite Def! = 2.474 in 1-----------·------·-···--·----· I . . --·--··---·----, . V4.4D (c) 1983-96 ENERCALC -... ,-_. _.,. .. ... '•• . :., GEORGE R. SAUNDERS ASSOCIATES, KW060361 I :::-:::,.w::•==============w=p..-a=•-=-=•:::~ ::ne .,::•::•*"=======-=-==·="'::' =--·:::-=•=•'?'=-=·===-=·-:;:~::-===·=- · ~t'c..+AJO MARTIN & MARTIN,.JNC. JOB---.,---------.----"-~::;;;.:;..-=-~::.c..-----,..-----,-- I -. ----~ Structural & Civil Engin~ers 7801 Mission Center Court-Suite· 400 SAN DIEGO, CA 92108 . Phone (619) 497-2U8 SHEET NO. _-,----------£_-....,4'?,...· _··o·F ______ _ _____ . -eh __ . ------DATE ·_ ·,, 'Z~-,r.f(2._ . C_ALCULATED BY ~ _ JP I . .. Fax (619) 497-0429 . ~ -· . -· -·------. --- CHECKED BY.·---------,-DATE _____ _ I I .. ·--. .. -;··· . . . .. . '" -. !-. ~. .. . : -. . ' , .. -~ . •. . ; . . ·: I .--. . ··i"· ....... ; .. .-. . ·. ' ... · ..... : . ' . . ' .. ; . ----.' : ' . ~ -. . i . ·_ -·. • .:. . • . . I i ...... :t)pi:_~~~~-t~--P,~ U:-:-~~ q;,~,~ ~/~~?;Si~-:, --; . -- . _______ :J f · J l::: ~rv,-cvt, .. P., o),-s.4f' '._ _______ .. c~ ; _ I __ . --~~J--c~~-!~:.?:z' _ ;:.:. 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L - ~i-__ .. -·· - . . ... ,.: ...... ~ .. < -., ··-· -. -· -·:-·-··;--·· ·---···-· •-... -t . s • . : . .. . . --·-· -r-: .. ---= . -. -2 ... .. ·--- I I '8 I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax STEEL BEAM DESIGN HIGH ROOF BEAM-GRIDS B/C LEGOLAND IMAGINATION _96240 LEGO EXPERIENCE SHOW TMB Date: 01 /27 /98 ---. --·------------ Page: 1:,7 BEAM DATA ---------------STEEL SECTION DATA--------------- Center Spa11 Length_ = 15.77 ft AISC Section Left Cantilever 0.00 ft Section Depth Right Cantilever = 0.00 ft Web Thickness = Unbraced Length · = -0.00 ft Section Width Beam Wt. is ADDED To applied loads Flange Thickness Live Load Not Acting with Short Term · Section -Area w18x35 17.70 in lxx o.300 in lyy 6.00 i11 _ _ Sxx 0.425 in Syy 10.3<;> in2 r:xx = 510.00 in4 15.30 in4 57.63 in3 5.10 in3 -7.037 in I ------~~:~~u~ation Factor ~ ----1~iiks'.f -~;,c:on Weight-- Beam End Fixity Pin:Pin -·----------34.97 ,----r:yy 1 .49 in .,;---, .219 in --------- I APPLIED LOADS---'---____ -___ -.-.-.---------- Concentrated Loads--------------------- Dead Load = 7 .30 k 7 .30 k Live Load 4.50 k 4.50 k ---------Distance To·Ioaa·---·-·--· ,;,;·--5.26 ft. 10.52 ft I SUMMARY I 1- I- I I I I I I USING w18x35, Max Stress Ratio = 55.30%, Min Defl. Ratio = '969;67 .. _ .. _ .. _ _ _ _ _ . TABULAR SUMMARY OF.LOAD COMBINATIONS------ Maximums ••. Actual Allowable Moment·-----·-fi4.1 k-ft = 63.1 _________________ p~~dJ,.<>~d_±_L<>ads Placed a~_follows __ Placed DL LL LL+ST LL LL+ST : .••. Stress ---;,;·· 13.14 23.76 ksi ··-for Max Only ---@Cntr @Cntr @Cants-@Cants Shear = 12.08 76.46 k .. ....• Stress = 2.28 . 14.40 ksi' Moments •• M + @ Center = 63.1 ss:.i 63.1 0.0 0.0 o.o k-ft :) Deflection = -0.195 fb / Fb : % max= __ 0.553 M-@Center = 0.0 0.0 0.0 0.0 0.0 k-ft @ Left 0:0 0.0 0.0 0.0 --0.0 k-ft fv / Fv : %max= 0.158 @ Right = 0.6 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 1551.29 She.ars ... @Left = l.2.07 ---7..57 12.07 0.00 0.00 0.00 ic Min. TL Defl R_atio =; _ 9~9,67 @Right = 12.08 7.58 1~.08 .. 0.00 0.00 0.00 k Detrection .. @Center = -0.195·· .. -0.122. -~0.195 -0.122 0.000 0.000 in @Left·--0.600··· 0.000 0.000 -0.000 · 0.000 0.000 in @ Right = 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft = 0.000 0.000 0.000 O.OOQ 0.000 in Reactions -@ Left = 12.07 7.57-12.01 · -1.sr 0.00---· 0.00 k Reactions @Right = 12..08 7.58 12.08 7.58 0.00 0.00 k ---· -·--------------------- ----------------=-------------------------------- ---------·-----------~-------------------------------------··------- -------------------------- ----·-----···_, ---·----~. , __ V4.40 Cc) 1983-96 ENERCALC -GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I MARTIN & MARTIN, INC. Structural. & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 · Phone (619) 497-2118 Fax (619) 497~0429 JOB--,,..,..-.---,--------,-----,...-------- SHEETNO. --------,---OF _____ _ CALCULATED ev·---,----~t:i ..... 8 __ DATE------ .. 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I -· ·' --~- ---------------------- __ ·1, __ -~--~. ---·· -·--------------------------------------··----- I I I RISA-3D (R) Version 3.01 Martin & Dunn, Inc. 780i Mission center ct., #400 Job: Page: 960240 San Diego, CA 92108 Date: I :'.'"':) I ',, {;ii::sE~m:tii!)Ce_ Show~-- File: LEG04A ----·---.... -------, -........ -,. -. ... . . ---~-~ 1 I ·------. ---·----~ -----~------... --· -----------------------__ ,._ -------~~ ---- Units ....•........•......... · .... ~-. Steel Code .... -....... ~ ._ .......... . Allowable-Stress-Increase Factor •• Include Shear Deformation ••••••••• us stangard - AISC 9th Edition ASD 1.333- Yes ===== I -----ici~1 ~~e s=~~f~~~~id; ·-M~~~;. c~i~~-:: ~es _________________ ------------------------------ 00 Redesign.· ••••••••••••••••••.•• ,. No P-Delta Analysis Tolerance ...... ~ .. o.~o-% · ---·· -----··-------------· ------ I Vertical ~is .......... -•........•. Y ---·-------·-·-------·-----· --·----- =====< Joint Coordinates > -- --• ---·-Joint ·-----x---------·--·-y-·------·---------·z-------. ---------·---Joint -;-------- 1 ---~~---------~~~:~~~~==----~~~:~{~~==----~~~:~t~~==------==~~~~~=~:: ______ _ 1 41.33~ 5.500 -1.QOO 0.00 I ------------2 ------------------41~333 ·-· -·-0.000·-----·-------o-~000-----------··-·---o.oo-- -3---------------41~ 333 -5; 500 --------·-·o-; ocro-------··----o-~ ocf' -- 4 41. 333 0 ._000 ____________ 6. 000 _____ -·-_ ----_ _ 0. 00 5 41.333 5.500 _. 6.000 o.oo 6 41.333-0.000 12.000 0.00 7 -41-.333 --. 5.500 _: ___ 12.000 -----6~00 8 41.·333 -0.000 --1s.ooo:---· o.oo ---__ --_ 9 .41~333 _ 5.500 18.000 o.oo 10 41.333 0.000 24.000 -0.00 11 41. 333 5 .-500 ·--·-·-----24 .-000_______ O. 00 12 41.333 0.000 30.000 Q~OO 13--41_.333-------5.500--_-30.000:·----o·:00-----I 14 41.333 0.000 36.000 o.oo 15 41.333 5.500 ____ 36.000 0.00 I 167 4411. 333330 --50-.-050000 44-11-~5500-00 _________ - -oo: oooo 1 . -. -.-• 18 41.333 0.000 _47.000 -"---o.oo I 19 41.333 -5.500 47.000 o~oo 20 41. 3.3 3. _____ o. ooo ----52. 500 -o. oo ----21 · ~:r:::rj3 s:-s-oo --si:-soo _____ o ___ o_o ____ _ I 22 41. 333 Q. 000 _________ 57_. 65Q____ _ 0. 00 23 _ ----_ _ -----. _ 41_. 333. ---------5. 500. ---57. 650------· -----(). 00-· 24 41.333 -0.000 62.800 o.oo I I ----------~~-~----------!i ~ ;~;,--~~ g.gg ____ :~-: ~~g-~----g,::-gg ____ . ----------- 27 _ 41.33-3 -5.500 66.130 o.oo 28 41. 330 5 .• 500 ______ 67 .130 ------------0. 00. ---_.-_-'r-----1·01 I -.. -. --, .. '-,···,. -·-.-... ·,: .. -· . ~ ~-.. ;_, ' . ,., . ..... . . ,. ~ . -_,_ _____ ..... --~ . '"'; _:, </ ; • \ I •o RISA~3D (R) Version 3.01 Martin & Dunn, Inc. 780i Mission Center ct,._, #400 San Diego, CA 92~08 Job: 960240 Page: Date: File: LEG04A I .. ~:~~s E~;!f!~_I).c_~_ $ho)L _______ ..... __ . ____ .... __ .. ~-.. · ----.. ----·----... ~--. I I- . . . _ _ _ _ _ . . _ .. _ < Boundary Condi ti ops > · · · · -·· · ·· Joint -+------~--Translation--------+_+--------~-Rotation----------+ No . -X--· -Y . . Z Mx My Mz -----------K/in-------K/in-------K/in------K-ft/rad---K-ft/rad---K-ft/rad--- 28 --Reaction -Reaction Fixed 1 Reaction Reaction Reaction Fixed 2 Fixed I ------------:--;t~:~ -·-----·-·-................ -------------------------·--· . ------.. -------- .. . 8 --Fixed . I. --10 Fixed 12 Fixed 14 Fixed · · -·--·-16--Fixed··--· I 18 Fixed ---.. ---·-· . ------------------- _ 20 Fixed· 22 Fixed 1----· -· ---· -· 24 -Fixed-"-----·--· · -------........ ·· 26 ----Fixed---· ·.. · I ......... . ·:.) .:__..~ I ·· ----··· <·Materials (General) >=======,======== Material Young's Shear Poisson's Thermal Weight Yield Label -Mociulus ·Modulus· Ratio .-coef ~---Density Stress ~------------Ksi----------Ksi----------------10A5°F----K/ft3-------Ksi------ A36 29000 • 00.: 11154. 00 .... 0. 3000 __ 0. 65000... 0 .. 490 36. 00 A500 29000.00 11154.0Q -0.~000 -0.65000 0.490 46.00 I <Sections> '· . Section · -Database -Material · ---· --As ·-As· ·-· -· r--·-I Torsion T Label· Shape Label Area yy zz yy zz. J c 0 A2· 0 ~4 0 A 0 f----;~;~~~~;~;;;;~~-~~--~i;;------1n~6 :;~-~:;-~:;--~1n~4 :;;---1~;ci:;;---1n~~;;-~- VERT TU6X6X4 A500 5.59 J,. • .2 1.2 30.30 30.30 48.50 TOPCH W18X55 A36 16.20 1~2 1.2 44.90 890.00 1.66 I DIAG TU6X6X4 ASOO 5.59 1.2 1.2· 30.30 30.30 48.50 __ DIAGI -TU6X6X5 A500 ___ J~-~~-!~_2_J..2 36.39 36.!30 58.~_Q_ ___ _ 1--,====<Members>- Member ______ Joints:... _____ x.,Axis $ection End Releases-----Offsets ---.. -·· Inactive? - No I J K Rotate Set I: MMM J: MMM I-E:hd J-End Label i Length ---------------------------------xyzxyz-xyzxyz---in-----in-------------ft--- 1,---------1---4--------3--· ---~---·· DIAG --BenPIN .. BenPiw-·-:-·--· ···-· ---.. ---·-----------·-s:·14-- 2 6 5 DIAG BenPIN ~enPIN · 8.14 3 8 7 D:i:AG BenPIN BenPIN. 8 .14-- 1----------. -4 10 9 · DIAG BenPIN BenPIN . 8 .14 . 5 12 11. -DIAG BenPIN _ BenPIN. 8 .14 . -r · .. ·\---6 · ---14: 13 ----· · ---::~ --_ ·. ·· DIAG .... BenPIN-BenPIN·~ ··· -·-. --··---·· -· ---8 .14. · · I-V -7 lT 14 , · DIAG. BenPIN BenPIN··-7. 78 8 19 16-D_IAG BenPIN ·aenPilt . 7. 78 9 21 18 -DIAG .. BenPIN BenPIN-·_ -7. 78 I I RISA-30 (R) Version 3._01 I Martin & Dunn, Inc. 7801 Mission Center ct., #400 (?) San Diego, CA ·92108 Job: Page: Date: 960240 I ·-... _ Lego_ E~pe:rienc;~_ Show .. -··· ... __ _ Truss _Desi~n. File: LEG04A. -. I ----~~~~;··--_~J~~~~~----·:-~is Sectio; ~~:':~ie:ses Offsets Inactive? No I --·-· J. -· K Rotate ·set I: MMM J: MMM I-End J-End Label ,1. Length I ---------------------------------xyzxyz-xyzxy-z---in-----in-----------·--ft--- 10 · .. 23 · .. 20·-· · -D;J:AG · BenPIN BenPIN --7. 53 11 25 22 DIAG BenPIN 'BenPIN 7. 53. ,-----H-2[ 2i ------.... !g~~---B<!ll~Ilicc..~11.~Ili ________ ........ ----... .. Ut 15 --~ 5--7 TOPCH -----6.00 - I. 16 7 9 TOPCH 6.00 17 9 11. TOPCH 6.00 ..... -·--i!------i;---. i;---· -··· ----·· ---~g~g:----------------·--···--------. -. -··. .. ::ii--I 20 15 17 TOPCH 5.50 21 17 19 TOPCH 5.50 22 19 21 TOPCH 5. 50 I-·---· -· -~~--=-~--~i~~----~:-·--~g:~: --· -----------____ -_:_~ ---~------~--;:i; I I 1. I 25 _25 27 _ TOPCH 3.33 .. 26 27 28 TOPCH 1. 00 27 2 3 VERT BenPIN BenPIN 5.50 28 -----4-----5·--·--. VERT BenPIN ·B'enPfN --------· 5.so·- 29 6 7 VERT BenPIN.BenPIN 5.50 30 ... 8 __ . g_ --· . ___ . _____ .VERT ..... BenPIN-BenPIN .. . ... -.. ---5. 50 _ 31 10 11 VERT BenPIN_BenPIN 5 •. 50 .... 32 12 13 VERT BenPIN BenPIN 5. 50 33 14 15 VERT BenPIN BenPIN 5.50 '· 34 -16--17-····---·-VERT--· Ben.PIN·BenPIN-5.50 35 '18 19 VERT BenPIN BenPIN 5.50 36 20 21 VERT BenPIN BenPIN 5.50 37 · 22--· 23 VERT BenPIN BenPIN .. ·s~S0-- 38 24 25 VERT BenPIN BenPIN 5.50 39 26 27 VERT .BenPIN BenPIN 5.50 - 40 2 4 BOTCH 6.00 41 __ 4.--_6· BOTCH 6.00 --·-42 6 · 8. . BOTCH 6. 00 4 3 8 10 BOTCH 6 • 00 I .. ____ 44 ---10----12------·· -----.: ... BOTCH--------· ---·· ---------·---·-------·····----···· -----·--·--·· 6.00 ··" 45 12 14-BOTCH 6. 00 46 14 16 BOTCH 5. 50 1------4-7--·--16-18·-· -····· -----· --BOTCH"·-----------------· ----···-------·--------5·:so 48 18 20 aOTCH 5. 50 49 2.0 __ 22 BOTCH . ---5 .-15-- 1-·· 50 . 22 · 24 BOTCH. 5.15. 51 24 . 26 BOTCH 3. 33 ·· . . liJ --·----------------·-·- I -·· . '.' I RISA-3D (R) Version 3.01 G/7 I ,_ -~ I -.J _ Lego Expe';ience . Show ._, . Truss Design _ Martin & Dunn, Inc. 780i Mission Center Ct., #400 San Diego, CA 92108 Job: Page: Date: File: 960240 LEG04A. -. --··---~ -~ ... ----.. -... --·-. --~-----------· . --...-~ ---· -. .,... ---.. . -. " -' .. . I :....--~-.:..-~:--..:.---_::-----:-----:---:--<. AISC, NOS Parctmeters >-_:------:-___ _:._.::__:....:...::.::.:.:::..: _____ _ Section Length LD-yy· · Lb-zz Lcomp K K Cmyy cmzz Cb,B sway· · Member Set--le2 ·: _ · · · lel --le-bend · yy -· zz· -CH y z I ---------------ft------ft------ft~~----ft~--~~~--~---------------~---------- 1 DIAG 8.14 l.OO·l.00 2 DIAG 8.14 ·---------~ ---··· 1.00 1.00 1 ··-· · ---~ g~~---n:--------~---~--ug ng--------------------- 6 DIAG -8.14 ----------·-.---------1.00-1-.00 I 7 DIAG 7. 78 · · ---------------------·· · -1. 00 1. 00 8 DIAG 7.78· J.oo 1.00 9 DIAG 7.78 ----1.00 i.oo I ------_ i~ gi!g··--·--;:;;______ --------i:gg f :gg 12 DIAG. 6. 43-------------~----------·--·--1. 00 1. 00 I I -· ·_ ·: ·,) __,.'J I I 1- 13 TOPCH 1.00 o.oo 0.80 0.80 14 TOPCH ____ 6;.00--------------------------o;oo· o:65·0.-c55··-- 15 TOPcH·:··-----6~00_________ o.oo-·o.65 o·;65 16 TOPCH .. _ 6.QO ___________ , ______________ Q.00.0.65_0.65 17 TOPCH 6.00 0.00 0.65 0.65 18 TOPCH 6.00 0.00 Q.65 0.65 19 TOPCH 6.oo · o.oo ·o.65 ·cf.65 20 TOPCH 5.50 0.00 0.65 0.65 . 21 TOPCH ----5.50 0.00 0.65 0.65--------. ------. --22 TOPCH 5.50 0.00 0.65 0.65 23 TOPClf-s.i"!r·---··· ··--·----·------0~00 0.65-·o:65 24 TOPCH 5.15 0.00 0.65 Q.65 · 25 TOPCH· · -3.33 ---· o.oo 0~65-·0-.-65---- 26 TOPCH 1.00 0.00 0.80 0.80 ~~ ~::: .. ---;;;g __________________ ·---f :gg i:gg 29 VERT 5.50 1.00 1.00 30 VERT 5. 50 ____ .. .. -. ---1. 00 1. 00 31 VERT 5.50 1.00 1.00 _': ... 32 VERT 5. 5·0 1. 0-=-0--=1-=-·.o;::...=.o ________ ---_ . 33 VERT 5.50 i-:oo 1.00 I I 34 VERT· 5.50_______ ________ 1.00 1.00 ---------35 .. VERT--------5.50------:0 ·------------------·--·-------·-------1.00-1.00---·-·· -- 36 VERT 5.50 1.00 1.00 I··--:·------~~--~:~·---;~;g~----------i~gg--f ~gg ______ --· ----·· 39 VERT 5.50 1.00·1.00 I -~- I 40 BOTCH _____ :_ 6. oo ___ ~----------··--·· :___ d. 65 0. 65 41 BOTCH 6. 00 --. 0. 65 o •. 65 42 BOTCH -: 6.00--·--.. ---0.65. 0.65 -43 BOTCH-·. --·6·.oo-·:·····-~ ~--·:·:.. --· 0~65' ();.65' -·---·--·····-- 44 BOTCH 6.-00 · 0.65 0.65 45 BOTCH 6.00 ----------____ ..:.:. 0.65 0.65 46 BOTCH 5.50 0.65 0~65 ' __ -.'. ., . -. I ·~ I I RISA-3D (R) Version 3.01 Martin & Dunn, Inc. 1so·1 Mission center ct., #400 San Diego, CA 92108 Lego Experience Show .. __ __ _ . . . . .. Truss Design --· --. --· ---~------··---. -. --.. Job: Page: .Date: File: 960240 LEGO4A ====-.;... -= ·----..;.~,;,;;;-=-----<. AISC~ NDS-Parameters···>======:::::============~======;:: - Section Length--··Lb::.yy ., ·Lb-zz ·· Lcomp OK K Cmyy Cmzz. Cb,B Sway Member Set . le2 · ... -lel le-bend yy . zz CH y z ------~--------ft------ft----~-ft------ft----------------------------------- 47 BOTCH 5.50 0.65 0.65 4 8 BOTCH 5 • so·:· · · · 0 . 6 5 0 . 6 5 1. I I I I ·1. . -:-· ···-:~.:gig: -------;-: i;----------------g:~~--g;~;---· --··· .. I I I 1· 51 BOTCH 3 • 3 3 o·. 6 5 0 • 65 Master Joint <~Rigid Diaphragms>------------~--------======= Plane to be Made Rigid Rigidity Option (XY,YZ,ZX) · ( [P]lane or [M]embrane) Inactive? ------------------.;,.-~-~..;.-;;...,;.;.-,_;_.;;;.;.;-;;,..;.~-;;;.;;-..;~~--~~:.;..~~~.;.~--~~--------~~---..;--.:.---~-.;;:;,:_ -- 3 zx M n-•-~--------------------------------------------- '·:-...._ __ ···-··--------------··------- -------·-------------~--~------------,------------~------------- 1. 1---------- I 1-J I .. -----. ---·~----·--·------------·· ----------·· -----. --·· ~--------··---·--··-- ••-¥• ,L ~ -•-",;••,:••••• • • •'•-• L . . . . . . -·----. ~ .. _ -. ..__-·-·· '··--.. -. I I ·0 I - I I RISA-30 (R) Version 3~01 Martin & Dunn, Inc. 7801 Mission Center ct., #400 San Diego, CA 92108. . Lego Experience_ Show_.:__ . ___ ... _ . _ _ _. ____ .. .. . . Truss Design· .. -~ .... --- Job: 960240 page: Date: File: LEG04A. ~ \ . ' _ _. .... ,. -~-~---_______ ... , ---··· .. ------. ,---,. ~----·-------~ ----~----· ·--~ ,=======< BaSic Load case Data >===========. ·-=========· ·== BLC No. Basic Load case Load Type Totals Description Nodal Point Dist.· surface ----------------------~---~-----~---~---------------------------------------DEAD LOAD- LIVE LOAD 23 23.· 28 2 1· -------· 1 2 3 _______ SEISMIC ---------------------·· ________ _ ----. -------------.. ----26 ---------. _ -- ====< Joint Loads/Enforceq Displacements, BLC 1 .> I I Joint Is this a Load or -Direction ---· -- Number a. Displacement? (X,Y,Z,Mx,My,Mz) · Magnitude----------------~--------~---------~-------------~---------K,K-ft,in,rad--------- 1 ___ L .. __ 5 ___________ -t------------------· __ Y _______________ . _________________ 3 ._900 _____________ _ Y . 7.800 7 L Y 7.800 9 . l:, Y .. · ... · --7 .soo · 11 L Y 7.800 13 · --... t·· ---.. ·-....... Y . . . --. -----------------·· 7·; 700 15 -L---.. ------------. t~ 7.300 17 L Y . -·-------7.000--- 19 L y 7.000 21 L Y 6.800 23 L Y 6;600 25 L Y ~:400 28 ........ ---. L , __ y_ -· ___ 2~100. 6 L Y .. . --__ . ---_ . . O. 400 8 L Y 1.200 10 L Y l_. 600 12 -----· · L -----.. ---y----· --. . .. . . 2 ~ 000 - 14 · L Y .2.400 16 L Y 2.800 18 L ----. ---~ --------y 3.200 20 L Y 3.600 22 L Y -2. 700 · 24 L Y 1.200 -----:------··------------=;=;;=.,;;===~===== ·=== -==< Member Distributed Loads, BLC 1 >====== · === ========= I Member ... ---I~~in~~ J -. ~-... :. L~a~a~:i~.8.~~ · ----M~~!f=~~~r ------~~-~~~ · --------------- I I CJ ... 1' I -. --------------------~--------------------------~------------------------------- 13 14 ... 15 16 17 18 19 20 21 22 1 -3 DLWALL .. .. 3 --·-" 5·-··· -,----. DLWALL ------ 5 7 PLWALL . 7 . 9 DLWALL 9 11 -DLWALL 11 13 DLWALL --'·13----· ·:·:··· 15--------·-·--· DLWALL·--- 15 -17 -DLWALL 17 19 DLWALL 19 21 -. DLWAI,:t. •. . ~; . 1.0000 1.0000 ________ _ 1..0000 .. --1. 0000--·--------------------~- 1. 0000 1.0000 -- ... -· · · · 1 . o o o o· -- 1. ooo o 1.0000 1.0000 I I I I I .?> RISA-3D (R) Version 3 ._01 Martin & Dunn, Inc. 780i Mission Center ct., #400 San Diego, CA .92108 Job: 96024·0 Page: Date: File: LEGO4A . _ ... Lego Experience._ Show: ... _ ... _. -··-· __ . . ... _ ... _ __ . . .. · ·-· ··--· · · ·· _ .--·--· Truss Design . . \ \. ... -· . . .. --"·-· .. , ·---~:-.·-·--i Member-olstributecf.Loads ,-; aic· 1 ·-; ·-··.:. :···-~ -.---···-. -· --·· ... -. --· . Joints Load Pattern Pattern Member I. · J· -· ·· · Label Multiplier --------~------------------------------------~-------------------------------23 21 · ·-----23 .. · ·.-· DLWALL 1. 0000 · · 24 23 25 DLWALL 1. 0000 .. __ 25 __________ 25 ___ 27 ____ DLWALL ________ ···-.... ____ l.0000 _________________ ··------·-·· 26 27 28 PLWALL 1.0000 40 2 : 4 DLWALL 1.0000. I .. 41-4---~ ----6---DLWALL.-~-1.0000-·-·--· ---·---~-· -I :~ : 1~ -g~:~~ i: gggg · -----·· -------·--· - -··--· ----:~ -----i~--t: ------.g~:tt~ ----·· ..... --·-····i:-gggg . -~-------------------· --- 1 :; i! i: g~:~ i:gggg ___ --··· ----·-·· .... -·· 48 18 20 DLWALL 1.0000 . I 49 · ····--20-------22·---· ---DLWALL-1:0000--------·---··----------· - 50 22··· . ---. 24--· DLWALL -·-1. 0000 ----·· -·--·-··--..... - 51 24 . 26 DLWALI.. .. 1. 0000 . ·····--·· ___ --·-····--___ _ I --40 2 4 LWRFDLl i.0000 .. ) 41 _____ 4 --· _ --~ _ __ J:.,WRFDL2 1. 0000 < Joint Loads/Enforced Displacements, BLC z > ·===== ======== I .. Joint_ ····-. _ Is this a. Load or -. ~-Di;rection · _ . ___ .. ·-·-____ . I I I Number . . a Displ~c~ment?_ (X, Y, z ,Mx,My ,Mz )_ __ .... ____ MagnitU:de__ ... ------------------------------------------------------K,K-ft,in,rad--------- 1 L Y 3"000 5 · · ··· ---· --L --Y -·· .... --.. 5·~·400· 7 t. Y .5.400 9 L Y 5.400 11 ];.' y·-4.300 . 13 L Y 3.300 15 L Y 3 .200 17 L Y 3.000 19 'L Y_· _____ _J~Q.Q0 . ---·-·---··-·21 L Y 3. 000 I I I . f :·:?\. ' I~ I 23 L Y . _______ .... _____ . 2.800 25---··-·--L----: ... -----.. -·---· ---Y· ·-----··--· .. ·------·-· ·--·-·-·--··2.700·-· ---- 28 L Y 1.100 6 L Y 0.300 8 ····-··-------~---L-·-------·-·-··------·y-.----~--------:0,......-=900 -- 10 . L ~ 1.000 12 . · L Y. ... -·--··· 1.000 - 14 L Y · 1.200 16 :t.. Y · · -· -··· -·· · ---1. 400 18 ··---· ---.. : __ .. ,: · r.--· ··---· · -Y -. . 1: 600 -- 20 L Y 1.800 · 22 ;L Y ---··--· 1.400 24 I,, Y . 0. 600 ., ' ' -. . '. --.. :. < ~--·-_, ' I I':) I ... RISA-3D (R) Version 3.01 Martin & Dunn, Inc. 780i Mission Center ct., #400 San Diego, CA 92108 Lego Experience _She>w, ___________ :__ ___ _ . _____ _ Truss Design . Job: 960240 Page: Date: File: LEG04A f::L./ .. ' I -:·------. ·· -··:-:-·· ---~-,----~ ···---· ~-Meinber·-ofiitrfbuted ___ Loacfs~ · Btc ·· :r ·> · -· · -· ---·=· ==:;=;=== Joints ·Load Pattern Pattern Member · --I -. - J ;. . -Label J,Jultiplier - I -------------~----------------~-------~-------------------------------------.. 40 .·· --41 -· 4--· ·--LWRFLLl 6. · LWRFLL2 1.0000 1.0000 I · =;;=================< Member Distributed ·Loads, BLC 3 · > ==· == Joints Load Pattern Pattern -Member-·-·--I -----J--·· .. Label. Multiplier I . ·-------------------~----------------------------------------------------------- 13 1 3· SEISI 14 3 5 SEISI ------··----·-15 ------5··------7--·---SEISI--I 16 7 9 SEISI -----17---· -----9 -. 11 SEISI 18 11 13 SEISI I -------------19--------13-----15----~ -------sErsr-- --------20·-------15-·--·11-··· sErsr· · ____________ 21 _______ 17 19 _ _ __ _ SEISI I 22 · 19 21 SEIS::t ,.~~) 23 21 23 SEIS! -24 23 25 ----. -SEIS:t -25 25 27 SEISI I 26 27 . . . 28 --.. SEISI ._: ----··40 --2 -4 SEISII 41 ·4 ---·· 6 -SEISII I _ :~ ---: ------1~ ----~----~:i:ii------ 44 10 12 SEISII I 45 ___ 12 14 SEISII -----46· -14 -----. -16 SEISII 47 · 16 18 SEISII I .. :. 48 .18 _ 20 SEISII 49 20· 22 SEISII :50 22 2~ SEISII ---------·--5·1 2·4 26 SEISII __ _ 1.0000 1.0000 1. 0000·--·-·-·---·--------··--.... -. ---- 1 .. 0000 1.0.000 1.0000 · -1.. oooo·C.----·- 1 ~ 0000 ---. ·1 .0000 1.0000 1.0000 1.0000 1.0000 .. __ .. 1. 0000-.. 1.0000 1.0000 1.0000 ----1. 0000 · 1.0000 1.0000 :i..0000 .1.0000 1.0000 1.0000 1.0000 '· -1. 0000 __________________ - I . --~-= --<--Load . Patterns >=====. ====== · ================= Pattern ~agnitudes Locations I _:~~==----~!-:-.;.;;:.;.;.;.;.;;-~ii~~-; F-=-~~~.;.-..;~~~~:;~t ,.F=-;,.._..;_~_.;.~.;;;:;:E~r-$l;"--.;.-~~~-~~d or %·--:.~---- DLWALL Y O.llO . Q.110 0.000 0.000 I _____ LWRF'DLl ______ y __ .. 0.0_00. _ 0.067 o.oo.o 0.000 LWRFDL2 . Y · . 0. 067 : 0 .135 0. 000 0. 000 LWRFLLl ·. Y 0.000 -0.051 0.000 0.000 I (~ ~::iL2 __ .. _··:~-------, g:~:~-----· -····g:;~;:· g:ggg--·g:ggg · · SEISII -. Z O .128 0 .128 0. 000 o·. 000 I I RISA-3D (R) Version 3.01 Martin & Dunn, Inc. 7801 Mission Center ct., #400 San Diego, CA 92108 11.3 · _._._ Lego Experience. Show-~-.. ___ ... Truss Design · Job: Page: Date: File: . . . -~--·---· --.... ·-~-------........ I ·· ..,... · · .. ---· """. < _ Load Combina-t;i6ns .> "."'" ,=· ==== No. Description. .:. BLC Fae BLC Fa~ BLC -Fae BLC Fae c~,z_ 960240 'C;,l,, LEG04A RWPE BLC Fae SSdv I ___ ~~-~~~~~-----------~-;~~-:i:-~-i---:i-~--;---=i~--------------------------;- 2 DL Y -1 1 -1 • --~ !-:::g 1· ... ----6 J!:Q ---- ___ ·----7-STATICS CHECK y y - . y --~ ------------____ H ________ -·---~-- 1 1-------__ ----_---· --------------- I ----.. 1----. --- 1 I I 1 ~ ~-=~--~----. ----------- 1 I-----___ ---------------- ' ' ' -1 -1 1 u I ---------~~ . . --. --. 1 1. __ ·-----·-__ 2 ·-_ -1 -1 -1 3 3 3 l -1 1 4 -1 y y y y ---------------------· -··--···---,---.... '· .. . -'· ~. ·-.. I I :~ I --- 1 I I I I I 1.=) I I I I I 1--.. s::: V'-i ~ \\ ~ ('"" '1 'v ~ \ '}-~ ~ ci3· :cr- I I ,· .... _,.,u,..; ~,..at= -,:a MARTIN & MARTIN, INC. - Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . JOB Lf ~o k&ND --Yi,o · fixWJ-®Jq _ SHEET N0.1'., J=--------· · __ fzk_t_. 0 0 . AFTE. i;~a. . CALCULATED BY Mb, -4 0 Phone (619) 497-2118 Fax (619) 497-0429 .. . .. --_ . CHECKEOBY___,;_..:...._--'-----DATE------,--- .. ···· · ·--··:·SCALE l~~--··Lokb:S · · · 6 . . ' I I :i MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 921_08 Phone (619) 497-2118 ·-rax (61~) 497-0-1~9. . .. JOB· l'166LA~P -1.,iGo .f;(J>£~ l~~1tt SHl:ET NO. . ei.s--OF--------- CALCULATED BY Uc; : . . . . DATE ~14 E,. CHECKED·BY ----'----------------'---DATE ____ _ . __ ..,,_ ___ _ .. ' I I 'l I . I I RISA.-3D -(R) Version 3. 01 Martin & Dunn, Inc. 7801 Mission Center ~t., #400 San Diego, CA 92108 Lego Experience_ .Show __ _ Truss Design ---------· · · -----~-~<-Reactions ~ Lc i · : ··oi.+ii. -> ... Job: 960240 Page: Date: File: LEG04A. Joint +~-----------Forces-----------+ +-----------Moments----------+ ~. X Y . Z ~ -~ ~ -----------K----------K~---------K-----------K-ft-------K-ft-------K-ft-----28 o.oo-s· · · 95.92 o.oo--o.oo o.oo NC 1 0.00 93.71 0·.00 0.00 0.00 .. -. NC I ... _____ T_otals: __________ O.QQ ______ 1~~--• .. §.3 _________ ... O ... 0Q ____________ ..:. __ .. _________________________ -----· _____________ _ center of Gravity Coords (X,Y,Z). (ft) : 41.333, 4.160, 33.462 I I I I I I I I -< Member Section Forces, LC 1: DL+iL·> Member Joints Sl}ear Shear Moment· ----Moment· I J Sec ·Axial y-y _ z-z TQrque y-y z-z ----------------------K--------K--------K-~-----K-ft------K-ft-------K-ft---. 1----·· 4.:. ---·-:r-1 -i4r:-06------· o: 06 o :oo -------o: oo-· -----_ --o~·oo··--------o :0·0-- 2 -141.16 -0.06 o.oo o.oo o.oo o.oo -----------------~---------~---------~------~--~----------------------------2 6-5 1 -97.23 0.06 · --· 2 ------·-97. 33---·-· -o. 06 . . - 0~00 o.oo o.oo o.oo --· o. 00 · · -o ~ ocr : ~. ::· = ~-o:~-oQ_==-~-::_ __ -_ · o -~·o·Q _------------------------------------------~----------------------------------3 8-7 1 2 -75.56 : __ 0.06 -75.66 -0.06 0.00 . o.oo 0.00 o.oo --· 0. 00 .... _ ----0. 00-o. oo o.oo --------------~-----------------~------------------------~------------------4 ·10-9 1 .. ---stf.10 2 -5o~s1 0.06 -0.06 o.oo 0.00 o.oo o.oo 0. oo--.. -· o.oo--o.oo o.oo ------~----.-~-~--~--~----~--~---~--~-~-~--~--------~--~---~--:..":":~-:'":::'.'-:."'":'9.-::.":"'."':"""":'.'~~----- 5 12-11 1 2 -27.09 ... 27 .19 0.06 -0.06 o.oo o.oo o .. oo -0.00 0. 00_ _ _ _ .. 0. 00. o.oo o.oo -------------------------------~-----------~---------------------~----------6 · 14-· 13-1 · · ----7 • 9 7 . 0 • 0 6 0 • 0 0 . --0 • 0 0 0 • 0 0 · 0 • 0 0 2 -e.01 -0.06 -o.oo o.oo o~oo o.oo --------~-----~------------------~--~-----------~--~------------------------7 17-14 1 . ·-26.37 . 2 -26. 26 0.05. -0.05 d: oo -··--o ·:oo -·-·-- o. oo o.oo o.oo o.oo o.oo . o.oo ----------------------------------------------~~----------------------------8 19-16 1 2 -43.52 0.05 0.00 o.oo 0.00 o.oo ------------··----_. -43_.4_2 ___ -_0.05_~_ 0.00 _______ 0.00______ -0.Q0=-_· -______ Q._0Q __ I I I --u···· ' .. 1;· I ---------~-~-----~-------------~------------~--~----------------------------9 2l-18 1 ~66.55 0.05 ·-·-2. ----66.44 -----0.05- o.oo o.oo ·---· o.oo ---- 0 • O O .. ---0 • 0 0-· · -· ---O·. 0 0 ---·0• o.oo · · 0·.00 .. ---------------------------~-----------~------------------------------------10 23-20 1 -86.70 o.os o.oo 0.00 o.oo o.oo ·---2-----s6·: 59·-·-----;;;.o·.·os -·· · ·-·cf~·oo~--cr: cn->---o-. ~oo----o: oo __ _ ---------------~---------~-~~------~---~~~------~----------------~----------11 . -~ ' 25-22 1 -108.59 . 6.05 2 . -108.49 -0.05 0.00-------0.00----· --0.,00-------· 0.00- 0.00 o.oo o.oo o.oo-------------~---------------------~-----~-----------------------------------12 21--24·_ 1 -... · -12s ~ 59----_. ... o-~ 03 2-· : -125.4~ ... 0.03 Q.00 .. · 0.00. - o.oo o.oo . 0~00. 0.00 .. o.oo 0~00 ------------------------~----~-~-----------~-~------------------------------13 1-3 1 0.00 .. 86.81 o.oo o .• 26 o.oo . o.oo , ' '· ~ ~ -. . -· . ' ~ I RISA-3D (R) Version 3.01 Martin & Dunn, Inc. 780i Mission Center Ct., #400 San Diego, CA 92108 Lego Experience_: $.how··-.-·-___ .. Truss Design Job: 960240 Page: Date: Fi,l:e: LEGO4A ----:-·::.:.::~:...=.:::~~-::-::--:-~< Member Section Forces, LC ·--1-·:· ·rfr.,+LL > ==.;;~_;,,,;,;;;;,,;.;======== Member Joints .Shear Shear Moment Moment . I---. J . sec--Axial -· y-y z-z Torque · y-y z-z ----------------------K--------K--------K---~---K-ft------K-ft-------K-ft--- 2 · o.oo 86.65 -0.00 0.26· o.oo -86.73 ---------------------------------------~----~---------------------------------··--·-14 _____ 3-__ 5 1 ________ 0._oo __ -:-J..0.-~4---~---o~o·o ...... o~oo ___________ Q~oo ______ ~86.73. 2 o.oo -ll.43 o.oo o.oo o.oo -21.09 ----------------------------------------------------------------------------. 15 ... -5-----7 1 -· --· 0. 00 · .. · o. 71 --------·--2 -0. 00 -o. 28 o.oo o.oo o.oo o.oo . o.oo o.oo -21.09 -22.38 ---------------------~--~---------------~-----------------------------------16 7-9 1 o.oo 1.43 o.oo o.oo o.oo -22.38 I I I I I I -·---------·· -----------·--·2-----···o·:cro-·--cf~44 ·---··c>".60 · ---·-·o ~ 00----~-o:·oo·~----~21. 9·9 I I ----------------------------------------------------------------------------. 1 7-. ----9----11-1 2 o.oo o.oo 0.79 -0.20 o.oo o.oo 0.-00 o.oo o.oo o.oo -27.99 -29.76 ---------------..,;--·;.,:_-... _;_ ___ .;. _____ ..;_-___ ,;;~-~--..:.----------..:..-----~--~~-~-----..:.~~------ · is-· ·-1r~·--13--1 ·--·---·o. oo · .. ----------i_____ o .• 00 . ·,. 0.12 -0.87 o.oo o.oo 0.00 .o.oo o·.oo o.oo -29.76 -27.49 --------------------------------------------------~----------~--------------19 13-15 1 -----· --·· 2. o.oo o.oo .. o.oo --o~oo o.oo ------. -o.oo_ __ . -27.49 o.oo · o.oo -16.56 ---------------------------~---------~-·----------~-~-~-------------~---------20 15-17 1 . 0. 00 . -2. 71 ··-0.00 .......... 0.00---·--·----·-----. 2 0 ~ 00 1.80 o.oo o.oo . . . ------~ --··---· ~ ···----~ .... --. . 0. 00, -.. - 0.00 -16.56- -28.97 ----------------------------------------------------~-----------------------21 17-19 l o.oo 0.43 o.oo --2-·--· o.oo----0;47--· ---o·.oo· .. O.QO o~oo···-0. 00, 0 ~ 00 ·- -28.97 -28.85 ---------~----~--------------------------------~----------------------------o.oo o.oo o.oo o.oo q.oo o.oo -28.85 -26.50 I -______ 2_2 __ 1_9_-__ 2~-~-----· ___ g: gg _ .. _g: ~! -------------------------------------------~~------------------------------- I 23 _ 21-_ 23 _ 1 ·2 o.oo o.oo -0.47 -1.32 o.oo o.oo o.oo o.oo o.oo o.oo -26.50 -21.87 --------------------------------------------------------------~-------------. --------------~------·~ -------·----·-24-_ -2·3:.:--25· 1 o.oo 5.27 o.oo o.oo o.oo -21.87 I -~---~-----------~~----~-~-..,--,_~:~~-----~.:~~-----~.:~~-----~.:~~-------~.:~~-----=~~.:~~ 25 25-21 1 o.oo 14.03 o.oo o~oo o~oo -46.85 I -~~;;===;-;~-;;=~~~==~~?~==~~:;~~;~'"-~-~~~~----:~~~!=-cc--::::=-~:~;-----:~;-~;; ---- I ,o I ------~-____ 2 _ ... 0.00 . -92. 72. o.oo -0.27 . o.oo o.oo -------------------~~-----------~-------~---------~------------~------------· -' . 27 _ .. ~: 2~-- ~ . ,...· 3.1. -1.55 o.oo o.oo o.oo ·2·0·-:-···-1·.66-. ···-· o~oo-··· -··o.oo·-·· ·o.oo·-· . . . . . . . o.oo ···· .. o·~oo---·· o.oo o.oo· ---------~------------------~------------------------~----------------------· 28 ----: 4-:< · 5 1 2 91.26 9.1.15 o.oo· .. o.oo o.oo .0.00 o.oo· o.oo o.oo o.oo o.oo O.OQ I I r:.\ ·-·) RISA-3D (R) Version 3~01 Mar~in & Dunn, _Inc. 7801 Mission Center ct., #400 San Diego, CA 92108 Job: 960240 Page: Date: 6'lB I --Lego Exp~rience_Show.~ Truss Design · · File: LEGO4A. .j 1 I I -- I I , ' -' . -< ' Member Section ' Force~-,-·-i:c-' l -;--oi+ LL-> -· --. Member Joints · · Shear Shear Moment Moment I· -j · Sec· Axial·· · y-y z-z Torque y-y z-z ------~-----------~---K--------K~~------K-------K-ft------K-ft---~---K-ft--- . ' . ----------------------------------------------------------------------------. . 29 6~ 7 1 66.19 o.oo o.oo o.oo o.oo o.oo ____________ 2 ________ 66. 08 _______ o .oo. _____ . ___ o. oo ··---___ o. oo -.-----··-_ o. oo _____ ..... _ o. oo_ -----------------------------~----------------------------------------------30 8-. 9 1 ---' -. ·-· . ·--. -2-· 48.03 ,_ 47.92 o.oo o.oo o.oo . o.oo . o.oo o.oo· o.oo o.oo o.oo o.oo -------------~-------------------------------------------------------~---------31 10-11 1 2 · 30.94 30.84 o.oo o.oo o.oo o.oo o.oo o.oo _______ o.oo __________ o.oo ----------------------------~-----~-----------------------~-----------------32 12-13 1 2- 16.15 16.04 o.oo 0.00 o.oo 0.00· o.oo o.oo o.oo o.oo o.oo o.oo -----------------~--------------------~~-~-----~--~---------------~---------I ---------33-··-14;:..·-·15· 1·----·15.63--·· o.oo· . ---. ·----·-···· ---·· ...... -------·· 2 ----15. 53 -b. 00 o.oo o.oo o.oo o.oo 0~00 ----. . . o.oo 0~00 o.oo I I I ·' ._· l ----------~--------~--~---~----------------------------------------------~--34 16-17 1 2 27.42 27.31 o.oo o.oo o.oo O._QO o.oo o.qo ... o.oo o.oo o.oo o.oo --·----------------------------------------------------------------------------· .. · -35 18-19 1 2 4.l. 42 41.31---- o.oo 0. 00 · - o.oo o.oo 0. 00 .. .. 0. 00 · · o •. oo o.oo-o.oo o.oo --------------------~--------------------~----~--------------------------------··----. ----------· -----36 20-21 1 2 57.41 57.30 o.oo o.oo o.oo o.oo o.oo o.oo ' - 0.00 O.OQ_ o.oo 0.00 --' . --------------------~-------~----------------------------------------------------------37 ' 22-23 1 79.42 79 .. 32 o.oo o.oo o.oo o.oo o.oo o.oo 0.00· o.oo o.oo o.oo 1-----------------------2 __ ------------------------------~---------------------------------------------38 24-· 25 1 97.10 97.00 o.o.o o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo I I .. 2 . : -------------------------~--------~-----------------------------------------· · 39 26-27 1 2 1.53 1.43 o.oC...Co'----- 0.00 Q. 0_9 __ ~0~Q_Q ____ .Q_. 00 _____ 0 •. 00_: 0.-00 o.oo o.oo o.oo ---------------------------~--------~--~-----~-~-----------------------------------40---·····2-----4.:._l·-----0.00--·--··1.55 --0-.00·· .... 0-.00··· -·· 2 o.oo 0.21 o.oo o.oo o.oo .. o.oo o.oo .. -5.64 ________________________ ..;:-____ -;.. ____ ~_...;, ____ ;.. _______ ~ ___________ ,;,.;.·:_ ___ :_ ____ . _____ _ 43 · , .. s---10 1 2 -231.47 -231 •. 47 . . . Q.84 -0.15 0.00 o.oo o.oo o.oo o.oo . o.oo .-27.88 -29.95 --------------------------------------------------------------~-------------- I RISA-3D (R) Version 3.01 Martin & Dunn, Inq. Job: 960240 780°1 Mission Center ct., #400 Page: I - ~ San Diego, CA 92108 Date: File: LEG04A I --__ J:,ego Experie:nc~ _Sho~ _ Truss Design ~----· ----. -.-;-------~ ---·-·· I I 1···· I -----------<-M8mb8r .. ~-Section, FO:rC~S ~ -tc_-_:-1·~-) ·-oL+LL-~>~~~~~~;;~-;;~~-;;====== Member Joints . Sh,ear Shear Mol'l!,ent _ Moment I J Sec Axial · y-y . z-z Torque -y-y -z-z -------,---------------K--~ ... ----K--------K-.-------K-ft-------K-ft-------K-ft---.. 44 10-12-1 .. · -268. 88 0. 53 (). 00 · 0. 00 · · 0. 00---29. 95 2 -268.88 --0.46 . -o.oo---· . 0.·00 ·0.00 -30.14 ------------------------------------------------------~--------------------------·45-·--12-·-.14 -1 2 -----·-·--· ----·--· ----·---------------·------··----· -··----------·-----288 :as--· ----r::35 o. oo o. oo o. oo -3o .14 -288.88 -2.34 o.oo o.oo o.oo -19.07 -------------------------------~-~------------------------------------------46 14-16 1 -276.19 2 ... 216.19 2.30 · ...... 0.00--------0.01 i.39 0.00 -0.01 o.oo o.oo -19 .-07- -29. 23 ---------------------~---------------------~----~~~----~-------------------------------41 ----15;;.·-· 1a-r --·-245 ~ 45 ---o ~·44------... o·: oo· ·-----o .-02·--·-· ·----·o·. oo ---· -·-2~i. 23 -- 1 ----------------~---=~~~.:~~----=~.:~:~--~-~.:~~-~---~:~~----~--~.:~~-----=~:.::~ I I I 48 18-20 1 -198.43 0.26 o.oo o.oo · o.oo -29.16 --2--..-198.43 · -0.55--------o;oo-'"··--·o;oo···-· · ---o~oo--· -28.10 ----· . ···--·· --·-------------: --·--. -· ·------------------------------------------------------------------------------49 20-22 1 2 -139.21. -0.28 _____ o.oo ______ o.oo: ___ -139.21 -1~1~ o.oo 0.00 o.oo 0.-00 -28.10 -24.48 -----------------------------------~-------------------------~--------------.. 50 ·22-· 24"1 --65.02 ·---~.50-·· -··0.00···· ___ : o.oo 0.00 o.oo -24.48 6.02 2 -65. 02 -6. 35 · · 0. 00 · ---0. 00 ----------------------------------------------------------------------------51 -· . -----. -... . -. . 24-26 1 2 o. oo 2. 08 o. ocr · --o. oo · o .• oo · ·· · l".53 ---·0:00--------0~00 -o.oo o~bo 6.·02 o.oo ---------------------------------------------------~--------------------------·. .:::. ·-· -\_ ----------------< Member AISC Unity checks, LC 1: DL+LL > --======. == Member Joints Unity Shear Fb Fb -Crg. cm ASD I J -Chk· Loe·-Chk-Loc·--Fa-_--yy--·--·-·zz ----. ·cb. yy ZZ Eqn ---------------------------------------Ksi---Ksi---Ksi..----------------------- 1 4 3 · 0.915 2 0.001. ly. 23.73_30.36 30.36 1.00 0.60 1.00 H2-1 2 6 5 0.631 2 0.-001 lY 23.73 30.36 30.36 l~OO 0.60 1.00 H2-1 3 . 8 7 o.~90 2 o.ooi 1y--23.7~-30~36 30.36 1.00 o.~o· 1.00 H2-1 ----------4---10---9--o-:329-2-~o.ooi--·1y23. 73 _ 30.36 30.36 1.00 0.60 1.oo-H2-1- I 5 12 11 0.176 2 0.001 _ ly ___ 23.?3_:3Q,._36 __ 30.36: 1.00 _0.60 1.00 H2-1 ___ .. 6 __ 14. _ 13 ____ 0.052.::2 .. -0.001 ... lY-23 .. 73,.30.36:.3(;).36---· 1.00 0.60 -1.00 H2-1--- 7 17 14 0.171 1 0.001 ly 23.96_ 30.36 30.36 1.00 0.60 1.00 H2-1 8 19 16 0.282 1 0.001 ly 23.96 30.36 30.36. 1.00 0.60-1.00 H2-1 1----------· --------9 -·· -21------18--o--;431--_1-o·-;; 001-1y-23--;; 96·-30--;36-30-; 36-r; oo-· o·~ 60 -1: oo · H2-1 · 10 23 20 -0.562 1· 0,001 1y 24.11 30.36 30.36 1.00 0.60 1.00 H2-1 11 25 22 0.704. _l ___ Q.OQl __ ly ___ 24.iL30.36 __ 30.36, 1.00 0.60 1.00 H2-1 I 12 21 24 · o.s14· 1 0.001 1y. 24.77 30.36 30.36 1.00 0.60 1.00 H2-1. 13 1 3 0.452 2 1.024 ly .21.36 27.00 23.76 _ 1.00 0.60 0.85 Hl-2 I U, :.~-, ____ ---_ 14 -3 --.--5-_. o.446_-1--. 0.135 --2y-20.01 .21.00-2a~.76 .1.00 o·.60-o.85·H1-2 · _ 15 5 7· 0.115 2 0.009 ly ·20~07:27.00 23.76 1.00 0.60 0.85 Hl-2 16 1 · 9 0.144 2 _ 0.011 · 1y---20·.01..:21.00 23.76 • 1.00 o.Go o:a5 Hl"-2 17 9 ·· 11' 0.153 2 0.010 iy 20.07 27.00 23.76 1.00 0.60 0.85 Hl-2. I I I 1· 1-- I RISA-3D (R) Version 3.01 Martin & Dunn, Inc. 780i Mission Center ct., #400 San Diego, CA 92108 Job: 960240 Page: Date: -File: LEG04A ___ Lego E;xper_iepce . Snow . . . _ Truss Design ------.----_-· : ....... -:... _·. --~ --~ ----~-------: -- -.. -::,:;==;,,.====;,,.~===;;.=< Member AISC Uni ty-_-Checks ;··_ LC .. ·r--:· -DL+i:.L'.-> ---.... -------- . Member Joints Unity Shear Fb Fb-cm Cm ASD I - J Chk Loe Chk Loe , Fa -yy: zz Cb yy zz Eqn --------------------------~------------Ksi-~-~si---Ksi---------------------- -18 11 13 -o·.153. 1 -0.011 2y ·20.07 27.00 23.76 · 1 .. 00 0.60 0.85 Hl-2 19 13 15 0.141 1 0.027 2y·-·20~07 27.00 23.76 1.00 0.60 0.85 Hl-2 20 15 17 o. i4~ 2 o. 032 ly 20. 23 27. oo 2?. Z~---+-! 99_J~. ~o __ Q. ~5. Hl-2 I ·--·-·---21 --11-· 19 0 .. 149 1 0.006 2y. 20.23 27.0023.76 1.00 0.60 0.85 Hl-2 22 19 21 0.148 1 0.011 2y 20.23 27.00 23.76 1.00 0.60 0.85 Hl-2 . 23 21 23 0.136 1-0.016--2Y---20.34--27.00 23.76 -1.00 0.60 0.85 Hl-2 I 24 23 25 0.241 2 0.063 .... ly---·20-.34-2-7.00 23.76 1.00 0.60 0.85 Hl-2 25 25 27 0.477 2 0.166 ly. 20~86 27.00 23.76 1.00 0.60 0.85 Hl-2 26 27 28 0.483 1 1.094 2y 21.36 27.00 23 .. 76 1.00 0.60 0.85 Hl-2 ---------------· 21 ·-·--2-------3 ·-o.011-·2·--o~ooo·--·1.y·-25~29-3(f;36-3'<r~·:l't5 ___ 1:·ocr-·0~·60 o:60-H2.:1 -I 28 4 5 0.645 1 0.000 1y 25.29 30.36 30.36 1.60 0.60 0.60 Hl-1 . 29 6 7 0.468 1 O.OOO---lY--25.29-30.36 -30.36 1.00 0.60 0.60 Hl-1 1· I I I 30 8 9 Q.340 1 0.000 ly 25.29 30.36 3.0.36 1._00 0.60 0.60 Hl-1 -31 10 --11 -0.219-1 ··o.ooo--· 1y---2s-.29-3o~"J6·Jo;36-1.00 0.60 0.60 H1-1 32 -12 13 ·0.114--·1 -0.000-··ry··-·25·.29-·30:.36· 30:·35-1.00 0.60 0.60 Hl-1 33 14 15 o.11i 1 o .• 9_oo __ J.y ___ i5_!2,.?_30.36_~o.36 1.00 0.60 0.60 H1-1 34 16 17 0.194 i 0.000 ly 25.29 30.36 30.36 1.00 0.60 1.00 Hl-1 35 18 19 0.293 l 0.000 ly 25.29 30.36 30.36 1.00 0.60 0.60 Hl-1 36 · 20 -21 o.406 1 ·o.ooo 1y---2s-.29 30.36~-30·~36· ·1.00 o.·60·0.60 H1-1 37 22 23 o.562 1 o.ooo--1y-2s~29 30.36 30.36 1.00 0.60 0.60 H1-1 38 24_ 25 .. 0.687 l. 0.000 ly 25.29 30.36 30.36 1.00 0.60 0.60 Hl-1 - 39 26 21 0.011 1 o:ooo-·1y-·2s.29 30.36 30.36 1.00 0.60 0.60 H1-1 40 2· 4 ·0.029· 2 o.01~r---1y·-2o~·ot-2,1~00-2j.16 i.oo 0.60 o.85 H1-2 41 4 6 Oj427 2 0.050 · ly 20.07 27.00 23.76 1.-00 0.6Q 0.85 H2-1 42 6 s--0.645··2 0.011 1y .. 20.01 27.00·2~.16--1~00 o.6o-o.s5 H2-1 43 8 10 0.815 2 0.010 ly 20.07 27.00-23.76 1.00 0._60 0.85 ·H2-1 44 10 12 0.923 2 0.006 ly 20.07 27.-00.23.76. 1.00 0.60 0.85 H2-1 45 12· 14 -o. 9s1---1-·o-~·02s--2y-·20-:01-27~ oo--23: 76--· 1. oo o. 49 o. 85 H2-1 46 14 16 0.941 2 0.027 ly 20.23 27.00 23.76. 1.00 0.44 0.85 H2-l 47 16 18 ·o.854 1. 0.006 2y ___ 20.23 27.00 23.76 1.00 0.24 0.85 H2-1 48 18 20 0.718 :1 0.008 2y · 20.23 27.00 23.76 · 1.00 0.49 0.85 H2-1 49 20 . 22· 0.542 1 0.014 -2y-.-·20.34· 27.00 23.76 1.00 0.60 0.85 H2-l ---50--22--2-4-o·. 312 ·1 -·o. 015·--2y 2o. 34 21. oo i3. 76 . f~oo-0·~39-o-:as-·H2-="i -- I 1------ 1 51 24· 26 0.031 1 ().O~;i ___ 1y_ ~Q!~6_27.90 23.76 1.00 0.59 0.85 Hl-2 < Joint Displacements, . LC 1 : DL+LL >--=::;:======= Joint +---------Translation--------+ +-----------Rotation----------+ No. -----· -------x Y z x-Rota1:e--·--Y"Rotate--·-:-· z · Rotate -----------in---------in-----~---in-----~---~rad~-------rad--------rad------ 1 .o.ooo.: -~ _____ o·.ooo ______ o.ooo __ . 0.00597 0 .• 00000 .. 0.00000 2 0.000 -0.087. -0.145· 0.00397 -0.00000 0.00000 3 0.000 -0.087 ·-·. -0.000 ... . 0.00573 0 .. 00000 0.00000 ·.:..-cJ·'.'--· ' .. l'~--4 0.000--·-· -o.371 ~-· -0--.145-· -·0;003s-s---· --o.·00000·· -···· 0.00000 · · 5 0.000. · -0.40~ · -_ 0.000:-. · 0.00391 0.00000 0.00003 · 6 0.000 · -0.636 : .. ·-· ..;.0.130-· · 0.00330 0.00000 0.00003 7 o.Ooo -0.663. o~ooo -.0.-00316 0.00000 0.00006 1 --·~.. -' - I RISA-3D (R) Version 3.01 Martin & Dunn, Inc. 780i Mission Center ct., #400 San Diego, CA· 92108 Job: 960240 Page: Date: File: LEGO4A ·~ I _ _ L~go Exp~~ ~-e11:ce _ S_how _ Truss Design I ==== . -· ------· --. --<-Joint··oisplaceiiients·,· LC "·1 -~: -DLf:t.t···> ..:. __ . - Joint· +---------Translation--------+ +------~----Rotation----------+ No. X Y z _ X Rotate . . 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SAN DIEGO, CA 92108 Joe _______________ ~'--"----~-~---..... ~------------ '") I ,&fpO SHEET NO. _ _._ __________ _._....._ ____ OF------- CALCULATED BY ..... ----....-----· _&h __ ··=--· -DATE _f.__, __ ·'lf; __ .,-11"-"~"---- Phone (619) 497-2118 ... Fax (619) 497-0429 CHECKED av __________ DATE------- . ~. ·--.---~-. ·_·-----~AL~ ~ti {zKf~,.i:NCI:, ~.{i t~:;_- l2~A..S£.i a .1 -~ s.....: s-5 7 4--s -s-,.s 1-· 2 .i: ~ -s o· · 1 · a ~ "'2 ,s 4 ·"S • ·s · -s-· ; 2' 3-· . I I _ t>rH'~IYi 1>~itp~ ..• :~J-.·.·•• ··· :_> J· :-: -_ ·j >-_ -:--: : _ ···; .. •· : : ·····::····-~-reec.·1·-... ~$7P-: ·o·cr~,V$-· .... ~...,-e ··:··~~;u::;·_·rn~e;_t:r2~:-·.~-¢_"· J:>~·-· ?[p,vfs .,. : ·:·· 7 . I I ,.._ .. , ...i__. · .... :····; ...•. ··:··. \ . ._·-__ ·-j:. _: T~,-'P(~.-~'Strt7P(..e$-efMn _' .. T<II)~ . ~ 'i .,.. . .\ '. . '. • ..,; . .. :· .. . . .. ... .. . . .. .. . . I &) j)fE"T~r..i(::; '--~ ~' ...... l. . . 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":·······-----·····--~=·····------.-· ..... _, .. ,: .• ,_, ··-----··:·· ···-··· ,. .. 6, . ..j , . 1-.; ., ·+ ...... 6 . ·-·~--· --~-·:_·_: ~t=-1, .-.,.... __ --~--=------~·-~/~.?~ ~--~.H,~·:-.. · . s --.: ' -I : . -I -"' " ~,,, .. -~ ·: -.N .., ~ .. "' ~ " -~ " < .,, " ~ " -.. ~ < .... ':." ~ "' " ~ .,; ~ ~· "' - · PR:.O!JCi.207-:1Ai:as,.·hc,G1c1;,ri.lJ.m -r,;c.11!:C>::'erPtiD!<:£1-0 .. t.;lift· .. ~~{i!-6\.~ • k • • ' ,• \ ~ -. -----,-_,_ .. -·----... -, I I . ::-:\ .. ·) I --~ --- 1 I I #h .;cu.· MARTIN & MARTIN, IN·¢. Structural & Civil Engineers 7801 Mission Center Court · Suite 400 SAN D.IEGO, CA 92108 Phone (619) 497.2118 . _ -. : _ Fax (619) 497-0429 JOB---"-----;.....,..--.... :__,,..,@::;.;b=O.:..::-c.A1JlJ~;;.;::;.· _______ _ SHEET NO. _________________ G....__rP ___ ( _ OF------ CALCULATED BY _______ f-/, _____ · _ DATE--..· .;.../ •-'1AJ...;..._~:t""-=s __ CHECKEll BY---,--------------DATE_;......;.. ______ _ -. . -~·· . - 2.~---5678~-2:! 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F ;-·-· ----·-···-: -1: 333------ 1 . -------------------------------------------------------------------------. -----·----------~··-----·--·· Node Boundary Co~ditions .· · I··--··· ---No-·-·· · .X-Coord -· --Y-Coord · -·-· X-dof -·· · · · Y-dof · Rotation -----Temp-.-- -------------(ft)--------(ft)~--~-(in,K/in)~---{in~K/in)---(r,K-ft/r)~-~-~cF)--- 1 0 . 0 O· 0 . 0 0 R R · .... 0 . 0 0 __ I-~)_ - 1-- 2 20. 67 0. 00 R . R 0. 00 3 0. 00 16. 50 0. 00 4 ·-10. 33 ·· ·· 16. 50 ---· ----· . . ·-. ·-· . O·. 00·--· 5 2 O • 6 7 16 . 5 0 0 . 0 o--- -----------------------------------------------------------------------------' . -. Material Elastic -Poisson's Thermal Weight Yield Stres·s Label Modulus Ratio Coeff_icient Density , (Fy) ----------------(Xsi)~----------~-----~-----{F)-------~(K/ft3)~---~-(Ksi)---~ BM 29000.00 0.30000 0.65000 0.490 36.000 COL 29000. 00 0. 30000 0. 6·5000 · 0. 4"90 46. 000 ·-···-·····---------------• --------------------------------------------------------------------------Section Database Matl. Area Moment of As y /y .- _Label Shape Set Inertia Coef --------------P---------------------(inA2)---------(inA4)-----------------BEAM---'---w1ax3s-· ------BM -10·:-30: ·510:-crcfo ____ 1_~20 ___ ·---- COLUMN TU6X.6X~17/\CP COL ~-~ 5. 59 ¾3 30 • .300 1.20 I I I 1--_____ B_M~E _________ . T.tr6X6:X~L. __ · ___ COL _________ . 10..40-. . .. 50.500. 1.20-----· -------------------------------------. -------------------------------------1--------N-;---N~d~---N~~~ .. --s~~ti~~----·-;--~R=leas~s;-~--~~~-----~~~Y-E~d-Off·se~s-Length I I.J I ----------:---------: -----. ------,---------·:---------(in) · -:-:: .. (in) ::-.:-:.::-,.".".(ft.} ___ _ 1 1. - 3 COLUMN 16. 50 . 2 2 -5 COLUMN 16.50 • -¥ 3 ----··-·3 ---.-.. :· 4 _:_ BEAM ------· -, -· --1---------· · -10. 33 4 4 - 5 BEAM i 10.34 · 5 1 - 4 BRACE J.. · 1 19 .. 47 - · 6 4 - · 2 BRACR 1 · 1 -. 19. 4 7 I I •··.· ;) I -- 1 I 1 ··-·-···-· I I I I I I I I . ..---:,., · .. · .. ) ., RlSA-2D (R) Version 2.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW-.. GRID 1 . BRACE'If°FRAME . ' Job ____ _ Page_-____ _ Date~ ========----------------· --------=-=== -. ~-=-=------=-==--:.==:------.-:-.-.-:.:-:-~-:.--~~-=--=---.==== ---·-----~-----~· --------··-· - ----·......_,.·~-. ---··----·-. ___ .,... -------. ------------------------------. -----------------------------------I . J Unbraced-Lengths ----K Factors Bending -Coefs No Node Node Lb-in Lb-out Le In. Out. Cm Cb --------------------(ft)---·-(ft)-----(ft)--------------------------------1 1 -· 3 -·· -· - 2 2 - 5 3 3 - 4 4 4 - 5 5 1 .. -. -4-~. ---· ·-··•··· ---·-· ... -- 6 4 --· 2 ---------------· ---• · ..... . 0.00 0.00 ---------------------------·----------------------------------------------. · ·-··-·-· -BLc------------· B'asic" Load-Casre--::----------·· ... --. -.. ·· Load Totals··-···---·-· ---· No. Description Nodal Point Dist. ---------.---. -----------·---~-. ----------·-------------------------------------------- 1 DEAD LOAD ---··· ·· ----2--·LIVE·LOAD--· -------.... -------·--· -·. ··· · · -3----sEISMIC -.. ---· ...... . ___ 4 _. ___ S_'t1;~fN~~-? _______ .. _:,_ ____ _ Nodal Loads, BLC 1: DEAD LOAD 1 1 1 1 2 2 . --------·------------------------------------------------------------------Node --· ------·· · · · · · -· -- Number Global X ... . .. Global_ Y Moment --------------·--·· -·----... {.K)·----.---------------(K}-· ----------------(K-ft)----. · s -.-· · --______ ,, ______ --··-o·. ooo · · 68. ooo o. ooo Member Distributed Loads, BLC· ·1: DEAD LOAD· · ----·-.. .. · · ··--'· ---------------------------------------------------------------------------Memb I J Start End Start End · No -Node--· Node-Dir-Magnitude .. Magnitude Location Location -------------------------(K/ft,F}-----(K/ft,F)---------(ft)---------(ft}---- 3 3 -4· ___ y_ -0 .105 -0 .105 0. 000 10. 329 4 4 -5. Y: 0.105 0.105· 0.000 10.340 ------· Nodal-I.ioads-;--BLc-2·:-~LIVE'-LOAD -------------------- . , I --------------------------------------------------------------------------. ____________ Node ____ · __ ----·-----·-,-_-----~-.·. _____ -·--·-·· ... ------· --~·-------·--····--·--· ---· ··- Number Global X Global Y Moment --·---------------------(K)------------------(K)------------------(K-ft)---- 1-----------5--------0-:-000--·--------··1c·.soo i1.ooo~ · ·-0-.000 ·· ····· Me~_~:t;: ___ :Q_i_s_t_~~-f)-1,!_i;__~g_ __ !Jq~qs. ,_~LC 2: . LJ:;V'E LQAD I -M;~--i · -~~---;-~_-_--_-----s:;;;;---· · ---· E;d------------~~;;;---------;~a.----. . -.. :, ---No -Node -Node · Dir Magnitude · Magnitude ---· Location · · · Location I ·J _________________ .;.";_ ______ (K/ft,F)-----(K/ft,F)---------(ft}---------(ft).--.:- 3 3 .. -4---Y -· · 0. 035 o.o,et O. 035 (!),o7C/ 0 .-000 . 10. 329- 4 4 5 Y O. 035 0.01'1 0. 035 o.o7Gj O. 000 10. 3~0 I '~-• ' ,< ., I •:i RISA-2D George R. Saunders Associates 3131 Camino Del Rio-N, Suite-690- San Diego, CA_ 92108-5707 (R) Version 3 .-03 Job ____ _ Page---,=-,=---- Da te--=~;..._;-7--__ I ---· -~:ig ~x::~:~~:J:!~~------------~:--__ :_~ --· ----·-------·-· - -. ================================================· == .======================== . -·-------·--------~ .. ----··--,.-~---------~-----·,..·---·--------------~-~------·---------~----··-----. --·-~ . ---1. -. . Nodal Loads; BLC 3:. SEISMIC. - -------------------~-----------. -----------------------------------------Node Number --Global X · --Global Y -Moment -----------~-----------·{K)------------·-----(K)------------------{K-ft)----I 1·---·---_____________ -~-------------·.?_3. ooo __________________ o_~QP.9 _ __ _ _ __ _ __ __o. ooo _______ _ Nodal Loads, BLC 4: STIFFNESS ----------------------------··-.... --·-· ---. ------------------------------------------- Node---------------------- Number -Global X. . Gl-obal. Y Moment -----------------------(K) -~------------(K)-----------------(K-ft)----I -------------------3-------:._ ________ ·10-. 000-----------------· ---o ~-ooo ----------------------o .·ooo ·--------- 1 ----------___ -,: ---··---···-·-· . ...:., ___ --------------------------------------------------- Load Combination Self Wt aLC BLC BLC No. ·--Description---·· Dir-Fae·--· -Fae · --Fae ·.Fae - .. ----. -. -----·-· --···--. . -. -- SLC -Fae BLC Fae w DYNA. S E V I ----------------------------------- --------------------------------------- 1-----?) I 1 DL+LL Y -1 .i -1 2 DL ONLY Y -1 --· i -: 1 3 DL+SEISMIC Y -1 i -1 4 DL+SEISMIC .(OPP) --Y ._1 · . -1 --1 5 1.0DL+3Rw/8EQ -· Y -1 1 -1 6 LC#S {OPP) Y -1, 1 .:-1 7 LC#5+Q:7LL ___ --Y ·::.1 1. -1 2 -1 3 1 ·-3 -1--.. 3, 3 _ 3_-3 2 -.7 3 3 8 o-~ 85DL+3Rw / SEQ ________ Y .; : 85. -1 -. 85 3-3- I 9 STIFFNESS CA.LC 4 1 -. --. ~ . 1-------------------------- 1- ----------- 1 . -~,~ ~-------~------, I 1·· ---·---. : <_) ---. 1·_) I. y y y y y y I I I 1· I RISA-2D {R) Version 3.03 George R. Saunders Associates 3131 Camino Del. Rio N, Suite 690 Job ____ _ ~~:) San Diego, CA 92108-5707 ' -- Page __ ...,,.... __ Date Eel.pi'$ LEGO EXPERIENCE SHOW -·---------.. --·-~ -. -·---. ·-·-· -GRID i BRACED--FRAME. -. -' I . \ =============== ·=======-==.===========.===================================== Load Combination is· 1: DL+LL Reactions .. _ -------~---------------------------------------------------------------- Node Global X Global Y ·· · · · Moment ----------------------(K). -----------------(K}-----------~---(K-ft)--------. ___ ,, _______ -1---------------··1. 74683---· ----· · ·--... j ~ 3j·ais ________ ---------o. 00000 --------- 2 -1.74683 98.33791 0.00000 Totals _ _ ___ O. 00000. 101. 67606. -------. -·---· O. 00000 Load Combination is-1: DL+LL Member End Forces ---------·---· ------------... -------- -.. --:..,_;;. ~ -.,:-.;;. ·:;:; ;.: - - - - - ----; .. ::. -;,;,· . --.;. :.. -_-;,:-:: :.; :.-==:::·:..;:-_-:.::.. -::-:.. = .:-::·=-..: ~ ..:-.::·: :-.::.-..:-:.. ~-.:. ::-_ - I No ~~de~ ~i;l ===== ~h:~~ ====~~;;~~ ~i=i~-~~~= -~h:~~ ====;~;;~~ ---------------{K)----~---(K}------(K-ft)~------(Kl--------(K}------(K-ft)-- 1 1 -1--3--------0~20 ---o~oo -o.oo -------0:18·--------.:.o·.oo--0~00- 2 2-5------95-.21---o.oo -o.oo --·:..94~82-------·-:.o·:oo · --0.00- 3 3-4 0.00 -0.18 · 0.0-0 -0.00 2.44 -13.56 I ---. 4 4-5 o.oo· 2.44 13~56 ---0 .. 00-·-----·-·:.:o.18 ____ ·-().00 ' ' ' J 5 1-4, 3.58 · 0.18 .o.oo -3.00 0.18 0.00 . --6 · 4 --: 2 -----.. 3 . o.o----.. o-. i 8 ---0 . 0 O · - 3 • 5 8--· 0 . 18 0 . 0 0 - I- I I I --------· 1- I I ... J I~ I Load_ Combin?J,tion __ is 1 AISC Code Checks . DL+LL . . . --·-· --~ --·-·--·. ______________________________ , _____________________________________________ _ Nodes No --I----j ----Maximum --0 M~mber Quarter Points -· 1/4· --1/2 -3/4 . .:: ' L _ _. --Shear··· --------------------------------------------------------------------------1 1-3 0.0017 0 .-0017 0.0009 0.0001 0.0005 0.0010 0.0000 2 2-5 0;8156 0 ."8156 0;8148 o-. 9140---~o-: 913·1--o-: 8123·-... 0. 0000 3 3-4 0.1189 0.0000 0.0105 0.0338 0.0700 0.1189 0.0320 4 4-5 0;1189 0.1189 0.069~ 0.0338. 0.0105 __ 0.0000 0.0320 5 1-4 0.0449 0.0262 0.0408 0.0449 0.0386 0.0219 0.0017 6 4-2 0.0449 0.0219 0.0.386 0.0449 0.0408 0.0262 0.0017 --------------------------------- ·--·-------. ---· -. -·"-·~-·---. ----------------·-· . -----. . ·-·--· -·------------·-· ---.... ---.. -·' --- -----------------------------------------------------·-· --••• -~---•• -.,r • -·-----~--·· , ' ---· , ___ . ___ ... ---·-·--- I ly I 1- 1 RISA-2D {R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW .. GRID. 1 BRACEU. FRAME . Job ____ _ Page Date-e=~...,,j=--- ==========-===============.================== -======·======================== Load Combination is 2 : DL. ONLY · Reactions -. ' ' ----------.· -----------------------------·-- ' ' ' Node Global X Global Y -. -·· -·. -· Moment ----------------------(K)------------------{K) --------------{K-ft)--------- I ··-·-·-·--------1-----------------1. 243-95--·---·-· -·--·-.. ----2. 52169-·-·-····---------· 0. 00000 ·-·--··-···- 2 -1.24396 70.52145 0.00000 Totals. _ . ··-.. o. 00000 7~. 04314, ___ -·-·· _ _____ . Q ._o_oooo I --------·---------·------------·--·------·--·• ·-----······--------·----------··------··-'·----- I I I -. :·~ . J I I I I ------------------····-·---------- I I '-------------· ·-···-----··------------------------------·· ···--·----. I -- ···. ·:\ ..... ··-. I ,J -....... ·-------~ -------------··--- I I •n RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino bel Rio N, Suite 690 San Diego, CA 92108-5707 Job ____ _ Page ___ _ Date iqD I ~------_ ~:i&-~x::~:~-c;;~~!'l _ .. ----------. ----_: __ -----... • l > • • ----=-------------~------------~--~------.-------------------------. !------------~-·-'---·-----------------------------------·--. --- ,--.. Load Combination is_. 3 :· DL+SEISMIC · Reactions I. ---·----. ------------------------------------------------------------------ Node Global X Globai Y Mome~t ----------------------(K)--------------~-(K}--------------{K-ft)--------- 1-·-·-:-·---·-···. ----1· ·------..:25·_ 1_3"75~-... . -· ··--..... -··· -39·_.-85731~---··---· ·-··-·---·. ----~L0'C)000 . .. . . 2 -27.8£249 112.75784 0.00000 _ _ ...... Totals ____ .. _,..53. 00000 72. 90053 _ . o. 00000 I ---------L~~d-Co~ination is -3 : , DL+SEISMIC Member End Forces ----------,.. . ----------.... ------~----------------·--.. -·--. -· --·----------· -,----------------... -----· -··--~--·--------------_. I .... ·-· No ___ ~~~e~-. ~i=l . ==== ~h:~e ====;~;;~~ ~i:;:===== ~h:~~ ====;;;;~~ ---------------{K}---~----(K)------(K~ft}-------(Kl--------{K)------{K-ft)-- l-····.:.....-.. 1--1----3 · -· ----0.05·-· -· -0-.00 -0.00 · ···0·.36·· · · 0.00 -0.00 ·-·-2··-·-2--5--------67.-95 .... -0.-00 0.00 ~67.64 ·-· --· 0.00 -0.00 3 3-4 53.00 -Q.36 0.00 -53.00 1..81. -11.23· -·--~ -----4· ---4-.:. --5 --0 .-00 ·1. 81 11. 23 0. 00 -0. 3-6 _-0. 00 I .',) 5 1-4 -47.08 0.18-0.00 47.66 0.18 0.00 1- I I :< --6 · -4 -· 2 -· · 5 2 ·. 18 · · · -0 . 18 · -·· 0 . 0 0 --· ·;;,. 5 2·. 7 6-. .. 0 . 18 .. . 0 . 0 0 Load Combi~ation i~ -~ AISC Code Checks _ _J)L+_S~I$MIC___ _ . ______ _ ----------------,----. ----------------------------------. ----------------------- Nodes Member Quarter Points -No --I --J --Maximum------o ----··-1/ 4 --1/2 --· ------3/ 4 L '· Shear· ·· -------------------------------------------------------------------------1 1-3 0.0018 0.0002 0.0006 0.0010 0.0014 0.001.8 0.0000 2---2-·--· 5----0.5302 0.5302 0.5296 0. 528-9 . 0. 5283 0.5277 0.0000 3 3-4 0.2680 0.1861 0.1964 0.2134 0.2373 0.2680 0.0178 4 4-5.· 0;0738 0.0738 0-. 0461. -0.0246 0.0092 0.0000 0.0178-1:····· .. 5 . 1-4 0.1395 -o .1230 0.1352 O.i395 0.1359 D.1246 0.001.2 6 . 4-2 0.3007 0.2859 0.2966 0.3007 0.2982' 0.2891 0.0012 _______ _._ ____ ,_ -~- --------------------------------------------------------------------------. 11-------Node. ----Global:·X.----· -· Globai--y-----·· ·--· ··· Rotation --· ··-----·------- ---------· --------_---(in)------------------{in)----------------{rad)---------- . 1 r--------------2···· . . . . 3 --~ 4 .J 5 I .... . . p.00000 0.00000 0 .09485. -: ... :..:-:. -.. 0. 072-85-· 0. 07285 . 0.00000 -0.00000 0~00025 -0 .-00232 ···· -· -0.08280 -0. 00048-. -0.00037 -0.00048 ·-0. 00033 · · -0.00037 I ... ··-. RISA-2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108--5707 I -0 I: --~~~ -~:ig ~;~:~:g~:~~Y?-_ · ---·· · · ·. · -· ·· {R) Version 3.03 Job. _______ _ Page ___ _ Date___..ti::....j?4-/ __ ====·====== ·-===== -==================== ·=======.== ·=========---==--=--------·--···--.-----··-----···----·-·--· ---· ----·--· --~----.--. --.. 1-.. --.·---~--~~:~-~6~i~a~i;~~-~s--~-~-. DL+SEISMIC {OPP) · • Reactions . · -------~ ------. ---------------------------------------------------------------I .. ·· -Nod~----Global X Global Y Moment . ----------------------(K)--------------{K)---------------{K-ft)---------1-··------_---··---~-------·-·----~~:~~-~~~---_. -·--· --~---·--~!:i!-~:~------------··---. g:ggggg---·-· .. _ _ __ ... _ To~als ___ ... __ _ . . _ 5~. 00000 72. 90053 -O. 00000 1-·······---· Load Combination is .. 4 : DL+SEISMIC ·{OPP) Member End Forces -----------------------------·-·-· -----------------.. -~ -----~-~ --· ... -----_-------:---·----·-.. ... . -·· ------_-_-_ -.. ---: --- '-· ____ No ~~de~ . .. ~i=~===== ~h:~e = ==;~;~~t ~i=~===== ~h:~e ====;~;;~~ ---------------(K)--------(K)------(K-ft)-------(Kl-~------(K)------(K-ft)-- l --··-···-·-·-1----1-3--------0 .. 05 --o.o·o -o.oo-· ---· o.36-· -o.oo -o.oo -----------2 ---2---s ··-·· ··· 67.95 o.oo o.oo --67.64. ·--o.oo o.oo 3 3-4 -53.00 -0.36 0.00 53.00 1.81 -11.23 -·--·_:---4 · ·--4·_ --5··· o.oo 1.81 11.23 o.oo -0.36 o.oo I ·.: ·. ··), 5 1-4 5 2 . 7 5-0 . 18 0 • 0 0--5 2 . 1 7 0 . 18 0 . 0 0 ___ ,__,_ .. 6 4-2 ·;· -·-..;47 .Ga·· ·---0.18 0.00 .. ·--4T.10 0.18 0.00 ·-· -- I Load Combination is 4 : -··--· AISC. Code Checks -· DL+SEISMIC (OPP) ---. ----.. ------------------·---------------' --------------------------. ---------------- I . Nodes No--I---J ---Maximum-.. ·--0- Member Quarter Points · 1/4· -1/2 3/4 L "· · Shear -------------------------------------------------------------------------· 1 1-3 0.0018 0.0002 0.0006 0.0010 0.0014 · 0.0()18 0.0000 1------~ ---~=--~. · · 0. 5302 0.5302 0 .5296 · 0.5290 0.5283 0.5277 0.0000 0.2525 0.1787 0.1880 0.2033 0.2249 0.2525 0.0178 4 4-.5 0. 073.8. 0 .0.'.73-8 0.0461 0 .024.6 0.0092 0. {),()00 0.0178 I----5 1-4 0 .3005 0.2889 -0. 2980 0.3005 0.2964 ·O. 2857 0.-0012 6 4-2 0.1395 0.1246 0.1360 0.1395 0.1352 0.1231 0. 0012. ____________ ., ----------------------·-···-------- ----------------------.-------------------------------------------------- 11-------Node---~-------Global·· X ·· · --· -Global-y------· -· -Rotation----· ---------·· ---.---------------(in)----------------(in)----------------(rad)--------- 1 I _------·-· --_ ; - I a . . :· I ::=0.00000 -0. 000.00· -0.09485 -·· .. --··--··· -0. 07485: -0.07285 -0. 00000- ·-0. 00000 0.00025 -. --0. 00233 --- -0.08280 0.00048 0.00037 0.00048 -0.000.33 0.00037 I ·~ I I I RISA-2b {R) Version 3.03 George R. Saunders-Associates 3131 Camino D~l Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRID 1 BRACED -FRAME-- Job .... -___ _ Page_~,---- Date i:;,2- ===============================" === ,.======-=-============================== --. --. .. --·-- Load. Combination. is-5 : 1-~.0DL+3Rw/8EQ. --. AISC Code Checks -------. ------------------------------------------------------------------- Nodes Member Quarter .Points No I J Maximum .o -1/4 -1/2 3/4 L Shear 1------------~ ---~=-~----g:~~~~---g:·~-~g~-·-g--:-~g~f--g:~~-~~--r:·~~-!-r-· -g:~~-}f ______ g:gggg 3 3-. 4 0.6416 0.5583. _ 0 .• 56-88 ---0.5861--0.6104 -0.6416 0.0178 I 4 4-5 0.0738-·0-.0138------0.0462--··0.024-·6 · 0.0-092 0.0000 0.0178 5 1-4 0.4004 0.3~40 0.3961 0~4004 0.3968 0.3855 0.0012 6 4-2 0.8893 0.8331 0.8746 0.8893 0.8766 0.8363 0.0012 I I I---~) I 1-~ 1-- -------· ---------·----------·------------------·-----·----- Load Combination is 6: LC#5 ·{-OPP} AISC Code Checks -----------------. ------. ---------. ----------------. ------------------------ · Nodes -· ···· --------Member Quarter-Po:i,.nts-· · ·-· - · No ·-I· J· Maximum o--------:--·· 1/4·-----1/2 ----·--··-3/4 · L Shear ---------------------------,--------------------------------------------- - 1 1-3 0.0018 0.0002 -----(L 6066 ---· . o. 0010 0.0014 2 2-5 0.5302 0. 5.302 0.5296 0.5290 0 .5283 3· 3-· 4 -. 0.6173 0. 5361---0 .5463-.. : .. 0. 5632 -·o .5869 · - 4 4-5 0.0738 0. 0738 --0·. 0461 0.0246 O·. 0092 5 1-4 0.8884 0. 8357 0;.8758 .0.8884 0.8738 6 4-2 0.4005 0. 3856---o·: 3970 ---0".4-005 0.3962 ---· --·-·---· ~ ·--······-.... ---·--·-· ··---~~ Load Combin~tion is 7 : LC#5+0.7LL AISC Code-Checks -- No Nodes I-J Member ·Quarter Points Maximum--------0---1/4--1/2------3/4 0.0018 0.0000 0.5277 0.0000 0.6173 0.0178. 0.0000 0.0178 0.8325 0.0012. 0.3841 0.0012 '· L Shear ----------------------------------------------.· -.------------------------- 1 1-3 . 0. 0005 0 ·-0009 0. 0013 0. 0017 0. 0021 0. 0000 I 2 2-5 0.6198 0.6192 -0.6186 0.6180 . 0.6174 0.0000 3 3-4 . 0.6558 0.5583. 0.5705 0.5908 0.6192 0.6558 0.0208 -----4 4--·s . . ·. -o-~ 0865---o~ 0540--0 :-028s----0:·0108--o·:ooo·o-·---··· o·:·02os-- l . 5 1..: 4: '0.3994 0.3830-0.3951 {),.3994 -0.3959--0-.3845--0.0-012 ___ . 6 ___ 4-2· .. ______ :0 ..•. 8919 _ -0.8352~_-_o:8111·.: ___ 0.8919.-.o.8791 ... o.8384 0.0012. I 0. 001?;; l---·-····---------------1. --O,t;t;:'f.8-------- ; 0. c, 'fC/8 I --:3-' . . . I·-· I ·tr o,o~ fl--- '5 · D. '?'111),,- -----·-----... ~ 0. ~'}:J-.~ ------------·-· ---· ... I RISA-2D- George R. Saunders Associates 313i Camino Del· Rio N, Suite 6-90 San Diego, CA 92108-5707 {R) Version · 3 . 03-Job ____ _ Page Date-e1=-=3--I,~ I . :,-, LEGO EXPERI.ENCE SHOW --... GRID-1 BRACED .. FRAME ··-----·--..... --------~ --------. --~~ ·- I I . ' --. ===============·=-================================================·========- Load Combination is-8-: . AISC Code Checks 0-. 85DL+3Rw/8EQ -------. ---------------------------------------------------------------------Nodes. Member ·Quarter Poi:nt-s No I J Maximum 0 ··1/4--1/2 3/4 L Shear --------------------------------------------------------------------------1··-------_ .. ~ · --~=----;-· ---~-:· ~~~~ --·g: ~~g~ --·-r:·~~gr-·g:·~~~-:-·-~:-~~~i'"--g·:·~~~: ----g: gggg I 3 4 5 6 3-.. 4 0.6291 ... 0.5583_ .. 0.5672--,--0.5819.. 0.602.6 0.6291 0.0151 4-5 0.0628 0.0628----0.0392 --0.020.9 0.0078 0.0000 0.0151 1-4 0.3990 -0.3851 -0-.3954 -O.a990 -0.396-0 0~3S64 -0.0011 4-2. 0.8784 0.8313 0.8662 0.8784 0.8678 0.8340 0.0011 -------.. --·-··· .. --· ....... -···--... ---------------------·--··----·· ----------------·---. ------· -.. --· I 1 ... I .. ~)_ I- I I I I , ----. , ------------. ----· -·--· '· .... ----------------·-------- ---------·-·-----·------------ I ·--------------------- I --···--------·-·---- -... ·\· ._ --.---1 ·J · I •. . ~ -... -1'· ... .. . .. • --r--. I RISA-2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 (R) Version 3.03 Job ____ _ Page. ___ _ Date uf . ' -. -========-=====-------------------------------------------------------------- 1------_:-Load Combination is:5 : . 1.0DL+3Rw/8E~ . --- -· Member End Forces · . . . . . I--------. --------------------------------------------------------------------Nodes_. ========== I-End-========== ========== J-End ========== No I J Axial Shear Moment Axial Shear Moment --- ---------------(K)--------{X)----~-(K-ft)~----~-(K)--------{K)------(K-ft)--1-------~-----~:·-~-·--· -~~-:~f------~g:gg·-----·-g:gg·-------~-;~-:~:--·-... ---g:gg·---------.·-g:gg- -.. 3 3-_4.. 159.oo '.'"0.36 ____ o.oo -159.oo 1.81 -11.23 _ 4 4-5 0.00 1.81 11.23 0.00 -0.36 0.00- 5 ~-4 -146.91 O.lB b.00 147.49 0.18 0.00 6 4-2 152.04 0.18 0.00 -152.62 0.18 0.00 I -··---·------~-------------------------------------------------------------- 1 Load Combination is 6 : Member End Forces LC#5 {OPP) ----------------------------------------------------------·-------------- 1---------------Nodes --· ___ ,;,.._..., ____ -I-End-------------· ··· _,;,.. _ _: ______ J-End ----------··-···· -----No I J Axial Shear -Moment · --Axial Shear -Moment--·-- ---------------(K)~-------(K!------(K-ft)------~{K)--------(K)------(K-ft)-- 1-----~ --1 -1-3 -0.05 o.oo o.oo o.36 -o~oo ----.:..6~00-- :. -. ) 2 2 - 5 6 7 . 9 5 0 . 0 0 - 0 . 0 0 - 6 7 . 6 4 - 0 . 0 0 - 0 . 0 0 _. · -3 · --· 3--4 -·· -""-159 ~00 · ··------o-: 36.. .. -----0. 00 159. 00 -1. 81. -11. 23 -- 4 4-5 o.oo · 1.81 11.23 o.oo -0.36 o.o~- I 5 1-4 152.58 0.18 0.00 -152.00 0.18 0.00 6 --4--·2--·· -:.:141:54 ·0.18 o.oo· 146.95 0.18 -o.oo··- I -_______ ~~~e;o:~~;~!~~s is_?_ : ___ !._~#~+_?_-7LL '·-- I Nodes ========== I-End ========== = --======== J-End · ========== -No I J Axial Shear Moment Axial Shear-------Moment-t---1 ---------------{K)--~-----(K)------(K-ft)-------{K)--------{K)------(K-ft)-- 1 1-3 . ·0.01 -0.00 0.00 0.30 0.00 0.00 I 2 2-5 79.56 -0.00 0.00 -79.25 0.00 -0.00 ---!---!-=---:---_ _:~-~-~ gg --------g~ ~-~---1~~ ~~ -1~~~ gg _____ ---··;_ ~--; ~ ~-------=~~-: ~~--. 1--______ t _____ ~~----~ _ ... ___ -i_:~:_:!_-____ , -·· __ g:i: g_:gg ______ ·_ ~i:~:~~-------~:ti ·g:gg _ I ff\c.errG-cf. ~ /oatU Mt-bun!o.. -------------·:---·· ---'ll~ {tii--~~ ck~----------- -. .:. ' clo -~ ~,,~-$(:6. I 0~. c/4..u;Jt._ /'dt{$IJU5 ~ I O ________ , pre rf>vLp.~, _ __ _ ____ _ -···----------------- j •• \ t:·. I ··' I RISA-2D (R) Version. 3.03 I George R. Saunders Associates . 3131 Camino Del Rio N, Suite 690 l ''J_~i. San Diego, CA 92108-5707 Job ____ _ Page. ______ _ Date e7S . __ LEGO EXPERIENCE SHOW GRID·-1-BRACED-· FRAME -.,~~-. ---- ===========================-===========· =·========·============-============ 1· . --~·-·. -~~~d-:-~o~-i~-~~;~: -:s ---8·· ·; ·--o-. -~~~~=3~~/8~;-----..... · -- -Member End Forces · I -------~ -------------------------------------------------------------------- Nodes. -=========I-End========== ========== J-End ========== No I J Axial Shear Moment Axial Shear Moment · ---------------(K)---~----{K)-~----(K-ft)-------·(K)-------~(K)------(K-ft)--1 .. ----· -· ~. -~-=-~---------~~: ~:-·· --·-=~~ g~-----·---.:g: gg·----· -~5~:-: !! .. -... ---g: gg------····--g: gg--- I I I I I 1-~ I I . ....__ ' :) -~ 3 3-4 159 .. Ob -0 .31. _ 0 .. 00 -159 ~00 1.54 .. ...-9 .5S.--- 4 4-5 0.-00 1.54 9.55 -0.00 --0.31 --0.-00-- 5 1-4 -147.33 0.16 0.00 147.83 0.16 0.00 6 4-2 151.70 0.16 o.oo -152.19 0.16 0.00 Load Combination is. 9 : STIFFNESS CALC Nodal Displacements -------------------------------------------------------.----·-------------- · Node --Global X ..... · .. · ·· ---Global Y ·· Rotation -----· ... - ·-----------------------(in} ---.. ----· ---------(in) ---·-------------(rad)--------- 1 o. 0000.0 -o. 00.000. -· -o·. 00009 · ------- 2 0.00000 -0.000-00 -0.00007 · ·· --3 -·· O~Ol.79-0· ·-----O.OOOOO· -0.00009 4 0.01375 0.000.00. 0.00000 .. !? . .. .. o. oi31~--.. _o ~ 00000 -o. 00007 -------- ----------------------- I -_ -------- 1 .. --. ------.... --· . ·-. ·-· ...... ·- I ~) I I .. -.. .. -· ------------------·--· . -------·--·--···--·------------- --w-.---·-··-. --·-,, I JOB-'---------=~=b...:c.f-'=(,,./W..)~=0 ______ _ I ... MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SHEET NO. ----------'~=-=-7={p-OF _ . CAlCULATED BY---'----'-------"#c...;..__ DATE _/_•_M_, 41-'-8 __ I I I I I I I .. SAN DIEGO, CA 92108 Phone (619) 497-2118 .. Jax (619) 497-0429 -.. ___ .. _ CHECKED BY ________ DATE ____ _ ... ~C~LE /..:ff"6d . Gu?@~ &~: L-z_C,2, . ·_2 s.: s 6 1 ·a 1_2_a_<L. • ..s_.6_7_s 1 ~--a-~ ,s._e __ 7-5-_j.~.2 .!:.-<-'-5-_6 1 .s.;1 2-3,./., s.s •• 1. s .1 = S--" s 6-;.s, 2 s.;. .s. & , e-1 2-~- : .. fa:,~ .. :f?tit.va~--'"/:,:;~,-... _:--.::.:.·--...... _; ... ··:~.··_·:.· ... ·.'·"'": .... ; . C, i ,I -... ,. ,. -·f .. . . -•n"" •-,_,. :•-•• """" ••••-• ,,., • .,_. ••• ,-... , ,;., .,, • • •• ; :: , .: . . ~ . : i . ! ;! . --.. ----·· ~ ·_ .:. :"~-.-~~--:-·,.. ··.· .. : _;:.Pi ·: 1&,81('5.}111','7)" -t-~;;;7 (111}\, 3~2.~. !w1 . . .. ·; iz. . . . . . ' oL L'"" : -:2-· .. J -:::z J . ·--~-~ P1 __ :~· ~.: i;-~, .... __ : r;, ; .. -·~-ftpfUv e·e,)·(a··-:7· )·~·:z. -a"··;: ".; : ... : . . 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SHOW GRID 5 BRACED_ FRAME' Job_--,---,,--- Page ___ 1e__,7-1-7--Date ______ _ --· ' =-=======----------------,-~---.----------------------------------------------·----------··~----· ------·-----·--·~----~--·----· , __ ... _____ , ___ _,_,_ ·-----... Units Option·--·=-us· Standard·· -. . ' . -. . AISC Code Checks : 9th Edition ASD . . Shear Deformation:--No· · 1· · ---P-Del ta -Effects---=--No-------·------·-----------------·-· ---- Redesign _ _ _____ : _ No ..... I Edge Forces : No A S I F l 333 ·------. --------------~---------~----------~--1· ... --. . -; ~-----·-· -----:--·-;-. . -·---_ --·------:-. --. -···------. ---------·-------------------- I Node Boundary Conditions No ----·---X-Coor-d--··--Y--Coord ----X-dof -Y-dof · · Rotation · · · Temp. - - - - - ------ -(ft) -·-:. _ - - - -(ft}-------(in·, K/in) ----(in, K/in) ---(r; K.,..ft/r) -----(F)'- 1 0.00. 0·.00 R R 0.00 I .~".:j -.. ....,.. 2 -. -----13:oo---:-----·-·-o ~ 0.0-. R R O. 00 3 o.oo. 16.50-0.00 4 ~-_ 6.50,. .. ------16 .50 -0 .00 · 5 13 . 0 0--· ... --16 . 5 0-0 . 0 0 6 ·0.00 29.50 _ ..... __ _ 0.00 7 --6-~ so--·---49'. 50 0. 00 a ---13. oo------:--· 29. so· o. oo '· . -----. ------------------------------------------------------·----------------- Material Elastic· Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density {Fy). I 1-- 1 --·-- ---- - --·---------· {Ksi--}-------------,------·------.---{F') --·---- - - -{K/ft3} ------(Ksi) --·--- BM 2 9 o o o . o o o • 3 o o o o. - o . 650 o o o . 4 9 o 3 6 • o o·o COL 29000.00 0.30000 0.65000 0.490 46.000 I -------.---.. ------. ---,-----_..._ --·---, --·------~--------------·--·--·----------·--·---·--------------Section----=--Dat·abase Mat1-~ Area-·Moment:-of ________ As·----y/y ___ _ I Label - · Shape·· ,S.et Inertia Coef _ _ _ _ _ ----_ :. -_ ~-----= ~--:~· _ ~ ~-: ~ _ ~ _ _:_ ___ . .. .. _ .,..-. -_ __. -.. -_ { in" 2 )_ -__ -. -_ -(in" 4 ) -- - --_ -----. ----·- UPPERBM W18X35 . BM 10.30· 510.000 1.20 LOWERBM Wl4X22 .BM. 6~49 199.000 1.20 t---~~~---:;i;i:----ggt-···--------------:~ ~-~--:: : ~gg -.. -·i: ~g .. ---- BRACE2 TU7X7X4 COL 6.59 49.400 1.20 ,-- ,-0··---1···· -----------------. ·---------+ --------• -· ---. --------------------------------- . .. I. J. -•-.. ... -----. -I----Releases--J --· ·· ---End Offsets- No Node Node -Seqtion · x y z · :?C y z Sec Sway I · J Length ---_--___ -_-_ -_ ...... ---------------------. -·--- ---- --------{in)----{in} ------{ft) 1 1 -3 COLUMN 16 .s.o · I ...... ---···, .. I I •0 I- 1·· --·- I I I iHSA.,..2D {R)-Version 3. 03 George R. Saunders Associates 3131 Camino :bel Rio.N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRID 5 .BRACED--FRAME _, ____ ,,. __ ~ -- Job _ __,,,..,==-=-- Page. ______ 6-7 ...... 8..,_ __ Date ___ _ -.. ----·, ' 1 ======================================,=-=·==-=============================== ----------------.. --------..... ------• ----·. --¥ --~-.. --·--------~--. ·---------· ------------------·-· -. -----------------------------------------------------------------------I J . I . Releases .;r End Of£sets No Node Node Section x y z x y z Sec Sway I J Length ---------------~ ---------.--------------------------(in} ---(in}------(ft} 2 2-5 COLUMN ·-·-···---16.50 3 3 --4 LOWERBM 1 6-. 5 0 .. -· 4 ··-· -4--=---s-:--LOWERBM ---• ---------------. ·-·-1 --------. ·-------------------·--------· -----6~ s·o-- 5 1 - 4 BRACEl 1 1 17.73 6 4 -.. 2 ... _ BRACEl _ 1 1 ----------1 7. 73 - 7 3 - 6 COLUMN ----·----------.. -13. 00 ' 8 5 -8 COLUMN 13. 00 I 9 6 - 7 UPPERBM 1 __ 6.50 1 ----------10--7 -·-a---uPPERBM·-·---------------1·-----·------------·-----------· 6·.so-·· I 11 3 -7-BRACE2. 1 1 14.53 I I .-· ) ·) I I I I ------·- I I 12 7 -5 BRACE2 1 1 . ------. . ..... . 14. 53 ----------------------------------------------· -------------.... ------. -------------- I · · J ··--------Unbraced Lengths --K Factors----Bending Coef s No Node .Node. Lb-in. Lb-out Le In. Out Cm Cb ----------.-----------{ft)-----·{ft)-----{ft)-----.... _._----_--_--... -------____ -_ .... ____ . __ 1 1 - 3 2 · -2 ------5 - 3 3 - 4 4 4 - 5 ~------·-· ---··--5 1 - 4 6 · 4 - 2 7 3 - 6 8 ----5 -- -·-8 ----· · 9 · 6 - 7 10 7 - 8 11 3· - 7 12 7.,. 5 0.00 .o. 00 -0. 00 0.00 '· ----------------~---~-- -----------------·-------------------------------------·-----------------BLC ---No. Basic Load Case Descript·iotf _______ _ . . Load Totals Nodal ---Point --Dist. ----- ------------------------------------------------------------------------------. , . ------· ----. _________________ 1. ___ J:)EAD IiO,AD __ ._______________ __, ___________ ........... 4 _____ --···--...... 1 .. - 2 LIVE LOAD 4 1 3 SEISMIC LOAD 2 -· -------4--STIFFNESS·--------------------------1-----------------·-· ----· Nodal Loads, BLC. 1 : DE~ LOAD _ .. ----.. ---------------1 ----;;d;-----------. ----. ---------------- . -----~ --------_------------------- .-.. -=·. • ... Number . -. -· ----Global -X -------·· ---Global Y -----... Moment ---· I ;J -------3 --------------!~'.ooo ------------'~~200 ----• -------<~ _g~b---- -4·· .· .. · 0.000 -. . 3.500 0.000 I I {R) Version 3 .. 03 17) I RISA-2D George R. Saunders Associat€s 3131 Camino pel Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXP~RIENCE SHOW. GRID· s-··:aAAcEn-FRAME-----~ ---N -~ ~ • ---• -----·-· • Job_....,.....=-- Page.___.f:?7""-'-1...--Date. ____ _ I I 1··- 1 I ...... -=== --·---·-·. -····-··. ---·-·--. : -. ==. ·----~ ·-·----· ...... =. _==_ ... ----~ --· -·--~---~-=:=~ c··==-====~=--====".":==.:=_==:==: --1 . . --. --- - - - - - . - - - -. - - --_ - - - -:-'! - - - - ----- - - - - - - -_,_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Node Number Globai X Global Y Moment -------------------.------(K} ---. --------------{K} ------------------(K-ft) ---- 5 0.000 3~000 ... ··-... 0.000 8 0.000 11.600 0.000 --·· ------·-----------------··------~-----....-------------------· Member Distributed Loads,BLC 1: DEAD LOAD ----------------------------------------------------------------------------. -. . ~ . . --. -----. Memb I J Start End -----------·· Start End No Node Node Dir Magnitude Magnitude Location Location -------------------,------(K/ft,F).,.,----{K/ft,F)---------{ft)---------(ft).----····-·-9--·G·-:.----1----y------------0-.150· ------·· -----o· ~ 150· ---------o-: ooo ----------~--6. 500 · -· Nodal Loads, BLC 2: LIVE LO.Ab ----------------------~----------------------------------------------------- I I.~) --Node-----------·-···· -·· ---·--··----·---········-------·-······-----·-··- Number ·------· · ---Global. X -· ·---Gl-obal:"Y ------------· Moment --------------------.---·-·· -(K)---------·-·--. -----(K} ------------------(K-ft) ----3 0.000 ... -· -··· -ii.:000.··i-'?: -··. ... 0.000 . · 4 0.000 r1.100//,.5 -0.000 .. ···-5----... --· -···· -0.000 -_· 0.700 . ,.~-0.000 8 0.000 · 6.700-· 0.000 I Member ... Distributed ··Loads, BLC 2 : i1IVE LOAD .. --~ ---. ·------------. ---. ---------------------------------------------------------------------------- I~ Memb r J Start End Start End -. No Node--Node Dir Magnitude---Magnitude . . Location -'·Location ·· - -------------------~-----(K/ft~F)-----(K/ft,F)---------{ft)---------(ft)---- 9 6 - 7 Y 0.050 0.050 b.000 . 6.500 (?./Jo ---------o .. / J-o------··· ·· ---· -· · ·· · ·· Nodal Loads, BLC 3: SEISMIC LOAD I -----------------------------------------------------------------------I Node Number Global X Global Y. Moment ----------·-------------=-·:;;--.;;-;;.--=;· • ·--;;;-;;.-= <K>·--=--· ------------=-.:-::---= <K> ::-· :..-· ------· ------------·-· cK-ft>-------- 1 . --· ··--·-t -..... ··--··-· ··-·· -_, 3~ :~gg -------. -·--··. -~:-g ~ ggg· -~-~:~~ .. :. ---· . g: ggg_ .. -.... Nodal Loads, BLC 4: STIFFNESS I. -----------------·-----------· ----------· .. -·-··-···-+-······---· ---------------····--·------. ------ Node Number _ _ <nobal x . __ . ___________ Global Y _________________ .. Moment . . ----. ------------------{K)------------------{K)-----------------{K-ft)----. I -··J···· I.· 6 10.000 .... 0.000. 0.0~00 I . --.~--. ------~ .. _,-~··----· - I 13 RISA-2D- George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego,. CA · 92108-5707 {R) Version 3. 03- I -~ ~:ig :)_{::~:~~:~~~--------:_ ------. . . --. -. ---------. -. . -- Job ____ _ Page EB;? Date ____ _ ========-==------=----------------=--------------------------------------=--. ------. -__ ...,. ___ ----. --... ----·---------· ---~~ ·---~ -. I --------~ ~~-~--= ~--=~~-~ --~ ----=-=-~ -~~-~ ~ -------------------------------------------------- Load Combination Self Wt ·BLC BLC BLC BLC BLC w E I. No .. Description Dir Fae Fae· Fae Fae Fae Fae DYNA S V --------~-------------------.--· .. ------------------------------------------------ 1 DL+LL Y -1 1 -1 2 -1· 2 DL ONLY Y -1 1 -1 1· ---~!-~~:~:i~:ig--(~;;) ____ i_ ~r-----i -=i--· ~ -~1-------------------------- 5 1.0DL+3Rw/8EQ Y -1. i_-1 3 3 1 .... -~---:·_-__ -~6 LC#S-.(OPP) -Y_ -1 1 -1 3 -3_ 7 LC#5+0.7LL .Y -1 1 -1 2 -.7 3 3 8 . 85DL+3Rw/8EQ Y -. 85 1 - . 85· 3 3 -------·-9 -STIFFNESS· CALC --·-- ---; ---4-1------·----------· ---------------------- 1 1=-~=-~·.:·:~--~ ~~~ ---·-==~-~-----~-- I>) 1------ 1 1------------·. I. 1--·· ·-.· .. · ___ . -. --· --------· -------------------·, .. I I-·-, -J. -·--··---1 .. I- '· ------------------- ·-.. y y y y y y -I I {R) Version 3.03 17) ·:.......- RISA-2D- George R. Saunde+s Associates 3131 Camino Del Rio N, Suite 690 San Diego, ·CA -9.210-8-5707 · Job ____ _,,...,-- Page __ f? .... ~a..;..V __ Date ___ _ 1-__ .. a._:_ ~:ig-. :-x::~:~~~~~w __ -· -~ ·--·.. _ _ .. _ .. __ -----. _ _ __ _. ... -··· _. ~====· = .~ = =====. ========= = = === ·========¼~=========================== I~ --.--.. ~~-~~-;~--~~~ina~~~n--~s· -1 ... : ·---~~;~~-- · Reactions ·---.... -__ -: ---------------------------------------------------------------------------I Node Global X Global Y Moment . -------~ ------------(K)-------------.0 -(K)---------------(K-ft)---------1· --·---:----------·-~-~------------=i :·;i.!:~-----· -·---------If:i~!!r ______ -----. ---. ··t: gg~g·g-----.. - ___ Totals_ _ o. 00000 ... 3·9. 86383 O. 00000 1---·ioad Combination ,is. 1 : Member End Forces DL+LL --~-------- - - - --·--;; -·-------. _...,_~-;;;·_.-;.. .;..-_ ..:;,-;. ~-;.;;.~--~~-;;·~--.:;:-..:.-~=-:;.-..:-~-=-- - - - - - - - - - - - - - - - -.. - - --• - - - --·-··----- (_ ·--_ No _ ~ode; .. ~i;;:== == ~h!~~ -===;;;;~~ ~i=~===== ~h!~~ ====;~;=~~ --------------~(K)----~---(K)----~-(K-ft)----~--(K)--------(K)------(K-ft}--- 1----··--1---1----3---------·--7-. 59 --· · -0. 01 ------0. 00:-· · -----1-. 22-· O. 01 -0 .11 · ------2----2-----5--------·24. 01 --o. 01 ... _o. oo -.. --23. 64 · o. 01 -o .11 3 3-4 -0.68 -Q.41 o.oo o.68 o.56 -3.is ------··4··· 4---5..... -0.69 0.56 3.15 0.69 -0.41 0.00 l ·'J 5 1-4 4.38 0.11 0.00 -3.85 0.11 0.00 -:· -. 6 .4--2-· --3-~99-·-----0.1·1 o.oo·---.. --4.42 0.11 o.oo ... 7 3-6 0.58 0.01 0.11 -0.29 -0.01 -0.00 I-~ ~= ~ --:g:~t---------g:gt-----, ___ g:~~-~-----1 6:6t--~:~~ --=~:~~ -10 ---1-a---0.01 0.19 4~38 -0.01 -o.56 o.oo I_ ---i~----~=---~---------i:~~--------g:g~--___ g;gg ____ ----=i::~ g:g;,._ -g:gg Load Combination is 1 : DL+LL · 1------AISC-Code_ Checks--' __________________________ · ____ ... -_____________________ ... ----·------ No Nodes I J -- Maximum Member Quarter Points 1/4 l/2 3/4 L Shear -----------·-------.---------------------------------------------------------I -----c--·1--1---3--o·:o597--· o·: 05 94----0·:-05 9 5--·o-:·o 5 9 6--· o·: 0596---o·~ o591----·o· :oc>'oi-- I 2 2-5 0.1881' 0.1881 0.1879 0.1877 0.1874 0.1872 0.0001 _____ -_ J _____ ;3:-___ ~ ______ Q_ • .QS~.7 __ :0.0048 ____ 0.0·170 _ 0.0302. 0.0445 ..... 0.0597. ----0.0122 .. 4 4-5 -0.0'598 0.0598 0.0446 0.030;3 0.0171 0.0049 0.0122 5 1-4 0.0331 0.0252 0.0315 0.0331 · 0.0299 0.0221 0.0011 ll---6-4-·---2--:----o-; 0333 --o. 0223 -o ~ 030-2 -·-· o-; 0333-----0. 0311 · ----o :0254------o·:-00·1i- • 7 3-6 0.0072 0.0072 0.0059 0.0046 0.003-3 0.0020 0.0001 8 5,.. 8_ 0.1290 · 0.1290 0.1277 b.1264 0.1252 0.1239 0.0001 1----------9-6---·r 0:0394 · 0.0000 0.0007 0~0056 0.0186 0.0384 -0.0213·~- -10 _ 1-_ 8 0.0384 · 0.0384 -0.0216 o.~116 0.0084 0.0000 0.0103 ~~~:.-·\-11 --.3-: .. 7-----0.-018·8 0.0124 -0 .. 0175 --· 0.0188--0.0164---0.0103 0~0011-I-':.J. 12 1--5 -o.01a5 o·.0100 0.0161 o.01a:5 -0.0172 0.0122 0.0011 ~ I I ·~ RISA-2D George R. Saunders As·sociates 3131 Camino Del Rio N, Suite 690 San Diego,· CA 92108-5707 I. : .,, LEGO EXPERIENCE SHOW- . . GRib 5 . BRACED . FRAME {R) Version 3.03 -Job_~-,,,...,,,.-- Page -§2:,2--Date. ____ _ ===========-====-===== :==== .====-====-=========-====-======================= I --------L~~~-co:W~:a_t_::~ -i~---2.: Reactions -~----~--DL ONLY -------.--------------------------. -----------------------------------------1· Node Global X. ----· -· --G:lobal Y Moment ----------------------(K)-----------------(K)---------------(K·ft)---------1----···-·.-------·-r··-------~~g:~·;:i:--·--·-------~-;::!~:~r--·--· -----· -·· · g_:·ggggg · · Totals 0.00000 _____ "_ --··----.. 26.14882 0.00000 I I I I .-...,_ . ~ . j I-. I_ I I ' . ·---------·--------------~ ---~- ' __ ., _______ -----------------~-~---·--. ------------'---·------------·----------·---·---·-·····-·-----··- 1--. ---.... ----. 1--·-·-·-···---------·--------------------------·--·------··· I· ·-----------·-·--·---- ~;) I-. ,. I I ·~ 1,. .~.-~· : 1·····- 1 RISA-2D (R) Version. 3. 03 George R. Saunders Associates 3131 Camino Del RioN, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOvf. .. -·· :.. .. :: ·.-.. -.... ~~. _____ . .GRID · s· .. BRACED -FRAME --·----' ------ Job __ ....,.....-- Page -e-B~ Date ·---- ========-=================, =====·===----------------------------==---===·==== . ·-'-~---···-· ---··---·----__ ,.. -··----· ----·-,-·------,----~ _, ____ ------ Load Combination is 3 =-· ···:oL+SEISMIC Reactions -------.-------------------------------~--------------------------------- Node Global--x-·--.. -·-Global Y Moment -----------· ----------(K}-----------------{K)--------------{K-ft}---------1-···- I I 1~. ---·--·-·····-··1·-··· .. ······--·----·--:19~_1403a--·----··---~.:1s·:,ro4§1-·· --·---.. · -0~·00000-··· .. 2 -21.05962 101.55374 0.00000 Totals .··-· ... --40. 20000·-· --a· ......... -· 26. 14883 0. 00000 Load Combination is .3 : DL+SEISMIC Member End Forces. ------. --... -----~ ----··---------·, ------------------.---------. ------- I I I. I I ··:-,-._ ·.:. ·) .. __ ,.,.. ---------------------------------------------------------------------------- Nodes ==========.I-En~====== .= ========== J-End ========== No I J . Axial_·--·---_ Shear. -Moment Axial Shear Moment ---------------{K) --------(.K) ------{K-ft) -------(K).--------(K) ------{K-ft) -- 1· · 1---· 3 ...... ··---2 7-. OS:---···---·---0-; 02 -·-·0 ----o .. OO· ----··· · 2 7. 42 -0-. 02 -0 . 3 8 --· 2 · 2""1 .. 5···---···-47_75· -=o··.02·-·---------0.00 -·-· :..47~3a . 0.02 --0.36 3 3-4 23.72 -0.25 0.00 ·-23.72 0.40 -2.10 4 4-5 ·:..16 • .53 0.40 2.10 16.53 -0.25 0.00 5 1-4 '.'"52.02 0.11 0.00 52.55 0.11 0.00 6 ··· 4-·-2 · 57.25-_:...._·_..:.:O·~ll·-·. ·. · .. -0.--0-0 .. -57.79 -. . -0-.11·-0.00 7 3 - 6 0·. 4 0 -... 0 ---· •• 0 • 0 3 - · · · O·. 3 8 - 0 • 11 - 0 . 0 3 -0 . 0 O· 8 5-__ 8.. 11~5.1 0.03 0.36. -11.22_. __ -'0.03 0.00 9 6-1 31 -~ 9,--· -----·-o·.11·· · o. oo. -31.. 97 1.10 -3. ~i 10 T-8 -0.03-------··.cr.~61 ____ ·----· 3:··21 .:.o.-03 -0.38 ·0.00 11 3-7 -34.43 0·.0-7 0.00 34.72 0.07, 0.00 12---·7--5----36.10 -. __ · __ 0--.01-.. _ ----o.oo ···--36·;99 ---· o·.01 '· o.oo Load Combination is~: DL+SEISMIC AISC Code·· Checks------------------------------------------------------·--------------------------- No Nodes I J . Maximum -0 -__ Member ·Quarter Pain.ts 1/4 1/2 3/4 L Shear ------------------------------------·-·----------------------------------------r--r=-3--o:-12i1"-·-o-.1116-o··. J:140---o-:-i-1E>·3--o-:-1181 cr:-·i.211--0. 0003- 1-2 2-5· -o.2a41· 0.2806 0.2815 o.2824 o.2832 o.2841 0.0003 ___ ....... _3 ___ 3_.:: __ 4 ___ 0.1584_=.=.o.1309 __ o.1366 ..... o.1431c_ ... o.1504_. 0.1584 -o.og65 ... . 4 4-5 0.1160·-0.1160 0.1079. 0-.1001 0.0942· 0.0885 ob-rJ65· 5 1-4 0.1554 0.1476 0.1533 o.1s.54 0.1540 0.1491 0~6008 I··---·-----~--;=-~---g~-~i~·i---~~-~:1g~-g~~i~·;·---g: ~~~!-------g·: ~~~~ -~: ~~~~-. t: ggg:-- 8 __ 5::-.. J3. 0.0680-_o._0680 o.e6s7 0.0634 .. 0-.0611 o-.0588 0.0003 9 6-7 0.1315 0.1104 0.1108 0.1145 0.1214 0.1315 0.0107. 10 . 7-.. 8 0.0212.'.,.~. 0-.0212 .. 0.0150 0.0094-0-.0045 0.0001 0.0060 11 -· -3---7 0 .1482 --~ · o,: 1-42-0--0-.146-5 o .. 3;482 --· -0·.14 71-· · 0 .1432 0. 0008-- 12 . 7-5 0.2061 0.2016 -0.2048 0.2061 0.2056 . 0.2032 0.0008 _, I ..-:.. :·<·\ jd I,( . . . . :~·~. I IC') J" I -- RISA-2D George R. Saunders-Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW . GRID 5 .. BRACED .FRAME {R) Version 3.03 Job_-,....~---- Page __ · ~::...:a.... .. f--Dat:e ___ _ =========== -= -========== . '= -=======--=======--=-=== -========= ---.,. ---··-------~------1· -·------Loa~ Combination-is 3 : Nodal Displacements DL+SEISM-IC -------. ----------------------------------" -----------------------------------' Node Global. x Global Y Rotation --------------------(in}-----------------(in,----------------(rad)---------1· --------------· ~-·-· ------------------r:ggggg--------------------_g:2g~gg· ·-· · -·-------=·g~]gg;f--- 3 _ 0 .. 12457 -0.02821 -0.00084 4 0.11474 -0.00215 --0.ooos-o-- s 0.12159 -0.04928 -0.00082 6 0.28180 0.028-01 --0.-0-0109 I -------1------------------o:·27345-----------------~o: 01095-·· -------------·..:o. 0005.5 ______ _ 8 0.27344 -0.05856 -0.00105 -----· ----- 1 I I ---~~) :·<.1 -· I '· ----------------------- l_- 1 I· ---_______ ....::..,;_ _______ ---------------·--··---------· 1--------. 1----------· .. - I _: __ :. '.·.)-, ~ ,. I . ·-·-· ----·------------------------------- .. -- -___ .,._..._ ---~ -------------· - -------.>.- I RISA-2D George R. Saunders Associates 3131 Camino Del Rio-N, Suite 690 San Diego, CA 92108-5707 (R) Version 3.03 Job_-= ......... --J?age~G-......... 8> __ > __ Date ___ -,-- ============·=-=========·======--== -===== .=============================·=.== 1·--·· · Lo~d-· ~~~;na~~:n~--;~~~-~-----~L+SE~S-~;~---(OPP) .-. · Reactions . . . -------~ ---------------·--------------------. ---------, ----------------------I· . Node Global X Global "'i Moment : ---------. ------------(K) -------------------(K) · --------------"(K-ft) -.. __ ---...... ' 1---------_-·· · · r··-· ----------·------f !·:-~~~~g-· · ·---· ··· · -~:: :·::½~-~ ··· ------·· ·-------·· g :·ggggg ---; I. I I I_ .. :)_ I· I I I· Totals 40.20000. · 26.14883 0.00000 Load Combination is -4 : ·nL+SEISMIC (OPP) Member End Forces --·-· ·--··----------· --------·-··---·· ----------~ - ------~ -·-=·..:.·-.:: ::.---;;-:::=--;..-;;: ::.--=-------= ;...·.:.:-:..:;..;. ~ _. :_-;_--· _-:,;;. - - ---- - - - - -~ - - - - - - - - - - - - - - - - - - - - - - - - - - Nodes ==========I-End========== ========= J-End ========== No I J Axial Shear Moment Axial . Shear ---· Moment -- - - - - - - - - - - - - ---(K) - - - - - - - -(K} ~ - - - - -(K-f~) - - - - - - -(Kl-- - - - - - -(K) ~ - - - - -(K-ft) - - 1 1-· 3 -· · 3 6-. 8·6-· ·· · o ·. 01 · · · o . o o--3 6 . 4 9· · · ------:;. o . or · --· o . 2 3-·· 2. 2-5 ·-16.16 · --· ·0;01 -0.00 16.53 . ······-0:01··-------··-· 0.22···· 3 3-4 -24-.66--0:.25-o.oo. 24 .• _66 Q.40. _________ ~2.10 __ 4 4-5 +5.57 0.40 2.10 -15.57 -0.25 0.00 5 1-4 57.76 0.11 o.oo ~s1.22 0.11 o.oo 6 4 --2 ·--52 . 5·3--· · -· o ~ 11 o . o o ·51 . 9 9 : · o . 11 --· · -· .. · o . o o 7 3-6 0.53--0.02 -0.23-. -0.24 0 .. 02-· 0.00 8 5-__ 8_ _ 1+.Q4 _____ -0 .. 02_ -0.22 ___ :-11.35 0.02 -----_ 0.00 9 6-7 -31.9& 0.24 0.00 31.98 0.96 -2.35 10 1-a ·-·o-~02_-· · 0.4·1 2.3·s -0.02 -o.2s-----·--~o.o-o 11 3-7 36-.8-7 0-.07. 0-.00 -36.58-0.07 0.0-0 . ' 12. --7--.. 5---34-.90---· 0.01 o.oo· •. 34.61 0.01 o.oo·· Load Combination is 4 :· DL+SEISMIC (OP'.!?) AISC Code Checks ------··-------------·-·- --------------------. -------------------·--------------------------------Nodes No I J Maximum. () Member·Q"Uarter Points 1/4 1/2 3/4 L Shear ---------------------------------------------------------------------------~ ------1 -----r;;; -3----o·:-2119-o-~ 216 6--o . 2169 ____ o . 2 "f72--,f~·2T'i6 --··o: 2:C'i9 ____ --o: a 0·02··-- 1 2 ·2-5 0.0728-. -0.0666 0~0682 -0.0697 0.0713 0.0728 0.0002 ··-· -· _ .. 3 .... 3-____ 4 .. __ 0.1595 ... ...:0.1~19 __ .0,.,1377:... 0.1442----0.1514-· --0..1595 _·_· ___ 0.0065 4 4-5 0.1135 o._1.135_ .0 .. 1054_ 0.0982 o •. 0917 0.0860 0_0065 · 5 1-4 0.2530 0.2489 0.2522 0.2530 0.2511 0.2465 0.0008 1------·---6 --· 4---2----0-.-1554---0·-;1490---· 0~1540---0-:1554 0.1s32 0~1475. ---o.0008 __ _ 1· i9 I i .... ~~~:_ 1 3,.. 6 0.0011 0.0077 o.·0061 o.004'5 ·o.0·029 0.0013 0.0002 8 5-8. 0. 0657 o .. 0-657 0. 06~2 0-. 0626. __ o. 0611 ___ 0 ... 0595 ____ 0. 0002 ... 9 6-7 0.1233 0.1078 0.1088 0.1091 0.1146 0.1233 0.0094 .. 10 7-8 0.0155· 0.0155· 0·.010·7. ·0.0066 0·.00-30-. 0·.0·0·01 -0-.00·47 .11 .... 3 ... · -7---·----o.2os-s-.---o.202-s--·0;2049· .. ·o-;2oss· 0.2041· o.2·009 o.o-c)'Q·8·-- 12 7-5 0.1489 0.143·9 0.1478· 0.1489 0.1472 0.1427 0.0008 I 17) I I I RISA-2D George R. S~un~ers Associates 3131 Camino Del Rio· N, Suite 6_9·0· San Diego, CA 92108-5707 LEGO EXPERIENCE-SHOW . GRID 5 BRACED FRAME ------·-.. ----· (R)· Version 3 . 03· Job .... ----.,...,,,,,..,,....--Page_~ __ ,,, _S_b __ Date ___ _ ____________ . __ :---------------------------------------------·--------------··-----·----____ ..._ ---------------~----------·--~----------- Load Combiriat:ion is 4 ·: DL+SEISMIC (OPP} Nodal Displacements .. --------------------------------------------------------------------------- Node·------·-· · Global X Global Y Rotation ---------------------(in}-----. -· ----------{in}----------------{rad} -------- -I ----------···-----~----------------~g: ~gggg··--·--·-----·----·:_g: ggggg-·---------------·t:ggg~~------- --... , ... 3 ____ ---·· .. ___ -:O· .12491 -0. 03800 0. 00076 -_:__ 4 -·----0. il-4-69 -Q .-0-0215 0. 00-035 5 . --0·. 12114 0-. 01693 0. 00073 6 . -0. 25-923 .-0. 03831 0. 00091 I -· ------------------7--------o· 2-sos9-· --··-----· ---·-:..o· 01249-··-·· --------------·--o · 00030· I . ---. 8 ··--··-·-· _ -----0: 25088 0: 007S5 0: 00088 I I-~) I I. --------------------- ••-•-----•---·-------·-·-'-r-··•··------·•·• .. ----·--------- 1--·--·· --···-········· I 1 .. I -----------------------------__ .,. .. _ 1 ·--------. --------·-·. , 0 . -..•. -~--~ ~ .·· ..... I '· I I~ I--· RISA-2D {R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGO.EXPERIENCE SHOW -GRID. 5 BRACED-FRAME-:-----.--·····--------- Job ______ _ Page---'€i=B=1..----Date ___ , __ I I- ===========-==============-==.=======----------.---------------------------- -Load ·-coinbination.· is_ 5 :. i.oDL.+3Rw/8EQ AISC Code Checks -------~----------------------------------------------------------------Nodes No -I· ----J Maximum o Member .. Quarter. Points-- 1/4 -1/2 3/4 L Shear -------------------------------------------------------------------------1 ·-----~ -I--;:··--·;·------g·: ~~~~---··g·~ ~~~~--~: ~~~g---~: ~~:~ ---·-g:· ~~~~----I_:·~-~~~-----g ~ ggg~ -- 3 __ 3-___ 4 ______ 0.4163 .. _ 0 •. 3.97.9 0.40.17 0.4061 0.4.109 .0.41.63 0.0065 I . 4 _______ ·4..,. __ 5 ---0.290·5-0.290-5 0.2.817 -0.273-7 0.2€65 0.2602 0.0065· 5 1-4 0. 466"9 0. 4~90 Q. 4648 0 .. 4669 0. 4655 0. 4606 0. 0008 6 4-2 . 0. 7303. 0 .. 7196 0. 7273. 0. 73-03 0. 72.85. 0 .. 721.9 0 .0008 -----------1--3----e--0--.:0224-----0-.0224----0·.01Ga--o.0111---0~ooss--·<Looo1·----0.0009--I 8 5-8. o.0796 o-.0796-o.074-2 o.0688 o-.0635 o.o-s.a1 0-.000_9 __ . _ 9 ___ 6-: ___ 7 _____ 0.~608 0.3311 0.3332 0.33S8 0.3480 0.3608 0.0121 10 7-8 0. 0271 o .. 0.2.71.. 0. 01.94 0. 01.24. 0 .0060 0 .000.3. 0 .0073 I._ -------11-----3------7------0-.4423· -----0.43€1-·· 0~4406·· 0.4423 ·--0.4412 ·-0.4373 · 0.000.8 -------12----1---5-----0.6001-o·.5948 ·-·-o.5990 0.60·01 o.5998 --o.5964 · 0.0008 I. >5 · ~~·;g·g~:i~~;~~~---is o·_ =_· ·-LC#5 {OPP)_-_ _-_ _ _ _ _ . ----.. --···--·~ "~--·---------·----------------~-----------, ------------·------------------- I ... Nodes - No I J Maximum 0 _Member Quarter Points _ _ 1/~ i/2 . . . 3/ 4 . L Shear -. -----._ .... ~ __ . __ , ____ ·--------·------------------·-------------------------------- ------1------1.;;--3---0.6079 0.592.2 0.5961 0 .. 6000 0.6039 0.6079 0.0006 I 2 2-5 0.3487 0.3302 0.3349 0.3395 0.3441 0.3487 0.0006 3 3-4 --0. 4211 -· 0 .-3908------0:. 3.~71 o. 4043 ---0 .. 4122 -0 .. 4211 0. 0065 . -4 4-5 0.2854 -0.2854 0.2766 0.2713 0.2670 0.2631 0.-0065 5 1-4 0.7302 -0.7218 0.7284 0.7302 -0.7272 -0.7i95 0.-0008 1-------6 7 --4 3 --_--2 6 --· ---0 0 --.. 4 0 _ 2 6 1 6 __ 3 8,~ o.4605 · o.4654 o.4668 o·.4647· · o.4590 0.0008· - 0.0213 0.0165 0.0116 0.0068 0.0020 0.0008 8 5-8 0; 078-7. 0. 0-787 o:. 0741 0-. 0695 0-. 0648 o:. 0602 0. 00-07 9 -·--6.: 'i o.3342 o.~235 o.32'61 o.3252 o.3262 -0.3342 0.0081 10 __ · __ 7-. 8 . o.oo:99-0:.0099-0.00·66 0-.0039 0-.0011 0.0-002 0.0034 I ---11-..:.-3---1-----o·:5983--.0-:-s-9·41-·-o-:5915 --~o-~5981--·.o-: 5961-·-o--:59 2-5------o-:-ot)(>"8 __ _ I 12 7-5 o.4442· 0.4393 o.4431 0.4442 o.44~5 o.4381 0.0008 · -~:~a~--~~~inat;i.on is 7' : LC#5+0. 7LL · -· · -· --·· AISC Code Checks t----------------------· ___ . --------. -···----. -· .. -. --.. ---. -----. -. --·. ------------·-· ---·--------------- . _ Nodes . Member Quarter Points No I J Maximum o ~./i 1/2 3/4 L Shear· I -----=-~-~-~ --~~--~-~-~;-~~a~ ;;s~---o ~; ;~9---o ~ ;;;;---o ~ 3~3~ ---o ~ 3~~;---o ~ ;~~~ ----a ~o-aa; I :; -_. __ -' __ ,_:'J: ____ 2 --2""---5,'7/oB .. Q.7072-· 0 .. 6864--····0c.6.916 · -0.6968 0.7020 0~7072 0.0007 -: J 3 3-. 4_o.4-Ul-0.42:45 0.3973 0.4025 0.4082 0,4144 ;{)_.4245 0.0081 i . 4 ----4:: . 5P.U1/f:0.3Q01. 0.,3·001 . 0~2890 0.2.788 0-.2694. 0'.2608 0~0081 5 1-4 0-~10. 46!55 0. 4576 · · 0. 4633 .0. 4655 0. 4641 0~.4591 0. 0008 '. '·:. '"'.¾._ I I I l- 1····· I RISA-2D (R)· Version-3. 03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego,' CA 92108-5707 Job __ .....,,....... __ Page GP;,8 Date ___ _ -•--•• ---· • -"f • ~ • - • ~ \ ===================== ... ============· ======·-======================--=--==------·----·····---,-~,-------·----···-. ---- --------------------~-------------------------------------------------------Nodes Member Quartez-Po·ints - No I, J Maximum 0 1/4 1/2 3/4 L Shear --------------------------------------------------------------------------6 4-2 0~500. '7326 0. 72:i,8 0. 7296 O. 73.26 .. 0. 7308 0. 7242 0. 0008 1-3-60.oz;.fo .. O22a 0. 02.28 o.0110 o .. 0112 o .. o·os4 o. 0003. o ~ ooo~_ ----9·--5·..,:··--8·tuo;a 0--1039----o·.:1039 -· ··o·.: osEf4 ·---·-o·: 0§2.§ ____ o·. -,fa74 _____ .o-=.os12 -----·o~. 0009 . 9 6-7p.~0.3603 -0.3311 0.'.3341 0.3413 0-.3-527--0.368-3--0.-0147 10 . 7-. 80.o*fO ~ 033:!L. 0. 0339 0. 0246 -0. 0159 -·· 0. 0078 ---0. 0003 0. 0088 11 3-10~ o·.4351 o.4396 -0.4412:..---·0'·.4402 -o.4363 o.ooos 12 7-50.~1~0.6020 0 .. 5961 0.6003 0.6020 0.6011 0.5977 0.0008 --·---·-·toad'· Combination-··is·· 9· -=---·--. 85DL+3Rw/8EQ·-------·--:--------·-------· ·--·-·· -· ---·-··-··· I AISC Code Checks I .. .. 1-::) I I I I 1- -----------. ·---------------... ------. --.. ---. : . --. --. ------------------------ Nodes Member Quarter Points.- No -----I·-·· J----Maximum 0 . 1/ 4-... ---·-1/ 2-·-·-···---3 / 4--------·-L Shear· ...; -"!" -~--- -_ ;;,;_ - ---------- - - - - - - -_ ..;¥_ ----__ ...:, _~_ .:,·:..-~ ,:_·---~-;_-= ..;::.--::-~.:-= =·--.:. :.,:"_ ---·-·----..:. _ --_._ ----- 1 2 3 4 5 6· 7 8 9 · 10- 11 12 1-3 2-5 3-4 · 4--5 1-' 4 4-· 2 3-6 5-8 6-7 7-8-· 3-7 7-5 0.4002 0.3782 0 ~ 6613 0. 642-3 0.4139 0.3983 0-.2856 .. 0.2856 0. 4670 0 .46"03 o-. 7471 (}. 7181 ·0.0218 0.0218 O.b70J 0.070~ - 0.3577 0.3311 · .. 0. 0-243---0. 0-243-·· 0.4421 0.43-69 0.5990 0.5941 o.3837 o_.3892 ____ o._394,1 ___ ... o.4002 0~6470 0~6518 0.656.6 0.66.13 o .40~6 .o .• 40.s.2 o .. 4094 o .4139 0-.2781-· 0.2713·--·: 0;2652 · 0.2599 0 .4651 0 .4670 ·-· · 0 .465-8 .. 0 .461~ 0.7246 0;1271 0~7256 0.7200 0. 0193 0-. Oi08 ___ ·o·. 0052 0. 0002 O. 06-50-.. (L 0597 ·--·-o·. 0545-. o. 0492 0.3332 . 0.33-84 0.3466 0.3571 0.0115 -· -0.011~ __ o.005s--0.0002 0.4407 0·.4421 ·0.4412 0·.43_79· 0.!?976 0.5990 0.5983 0.5955 --------···-------· .. --· 0.0007 0.0007 0.0055 0.00S5 0.0007 0. 0007 ... 0.0009 0. 00.08 0.0105 0.0065 .. 0-. 0007 0.0007 1--·-·-··-·· ---------------·-· ----. I l;J ' --------------····-- I RISA.-2D George R. Saunders Associates 3131 Camino Del Rio-N-; Suite 6~0: San Diego, CA 9~108-5707 (R). Version. 3_. 0.3_· Job _ _,..,,,,....,,,...,,, ____ _ Page_€-_t1_9 __ Date_· ___ _ ---·---·-·-··· '·-. . -. ----. --··---.. • ----L~ad-Co~~~~t~~~ ~" ~ ;-~: ~D~+3;Z;s~~ :_ -~ ::---. . ---..... . Member End Forces ----------------------s--------------------------------------------------1 · _ No ~ode~ ~i~i===== ~h:~~ == =;~~;~~-· ·· --· ~i~l =~=== ~~=~~ ====~~:=~~ - - - - - - - - - - - - - - -{K) - - - - ----(K) - - ---.,. (k-ftL::-:-..:-:-...::..:::-J~}..::-.--:::-. .-....::..:_-::_-:-_-{KL:-::.-::.:-.:-.{K-:-ft) -:-.... 1··-----~----~-~---~ ----· ~i-~:~~ :.g:g~ :g:,gg--.iii:~~ g:g~-=~:~~ · 3 _ 3.-4. _ 72 .. 09. -0. 25. ___ o .. 00-------72.~_09-- -o.. 40 -2 .10 I I 4 4-5 -48.63 0.40 --·-2·:.10·-:-··--· 4-8.63 -0.25 -0.0-0 5 1-4 -161.79-0.11 0.-00 162.33 0.11 0.00 6 4-2 167.'03 -0.11 0.00 -167.5€ 0.11 0.-0-0 --------7 ---3-----6------·--0-:.2.r· ---o-. 08_____ · 1 .. oo. o. 03_ -o.. 08. . -o. oo I 8 5-8 11.38 0.07 0.95 -11.09 -0.07 -0.-00 9 . 6-7 .. 95.9-2 -0.03-----0-.00---------95.92-1.23--4-.08 10 7-8 0.07 0.74 4.08 -0.07 -0.51 0.00 I~----11-----3--7·----1os.13-o~:01----------0-~oo-----1_06-~03· ·0.01 o.oo -12.-----1--5-108.30 ----0.01· ---------o·.oo----·-=108.59 ·--0.01 o.oo -·---------------~-----·--1 _:~ _ -· ~~~e~o:1n;;;;~~s is-6-: · LC#~ _ (OPP) _ _ 1 I I ---------------------------------------------------------------------------- Nodes ======· === I-End ==========·----. -=== .===== J--End ========== No I J Axial · Shear -Moment Axial --Shear Moment --_________ :__:;..._-_ (K) __ :_:_: ___ (K) _: ___ . __ (~-ft)-:-.:·.:.·:.:·.:.·_ .(X)--------{K)------(K-£t)-- 1 1-3· 100.11 -· -o·~os· ----·.:.o.-·o6·---·--::ioo-.4-0 · -0.05. o.85- 2 2-5 -8-0. 07 -0 .-OS O .-0-0 80 .44 -0. 05, 0 .-81 -3 --3-4 --73-~03---0-~25 .o.oo-:·· .. 73:03-0:40·" --2.10 4 4-5 47 .. 67 0.40 2.,10 -47.67 -0.25 0.00 s 1-4 167.54 o.11 ___ ~.oo~ __ -161.00 0.11 o.oo 6 4-2 -162.31 -----0·:11 -0-:-00 1-61--~77'" ,, 0.11 -0.00 7 3-6 0.67 -0.07 -0.85 -0.37 0.07 0.00 8 5-8 11.78 -0.06 .-0.81 -11.49 0.06 -0.00 I-9 6-7 -95.93 0.37 -0.QO 9S.9~ 0.8~ -1.48 10 7-8 --0.06 0.34 · 1.48 ----0.06 -0.11 0.00 ---11--3-.::.----108-~i7:----·o.01--_ -0.00 -101---:-Efa o.·01 ·o-.o.o--1--_____ 1~-~-----5--~------~-06 __ :_~~~--------__ o:~?-=·: ___ ·_~_-.:~-~-o~=-~~-~--106.~-~----o_ ... ~1______ _ o.oo 1------------------------· --------------------------------------.. ---... -------------------------------.. _}_ --. . I I C'J RISA-2D George R. Saunders Associates 3131 Camino Del Rio. N, ... Suite. 69.0 San Diego, CA· 92108-5707 {R) Version 3.03 Job _ __,....,... __ Page...,.._ --=5'-o/"'""'o~_ Date ___ _ I--~--~:ig :~~:~:g~:~~~---------.. --------------------~-·------- -. . =============--====·=· =============·==============='======== ·================ ------· .. --·· --.. --------· --·------~-· -·----~--------------------------.. 1·-·Load Combination is 7: Member End Forces LC#S_+0. 7LL ------~---------~---------------------------------------------------------1 No ~ode~ -· ~i;i===== ~h!~~ === Mo:;~~ . . ~i:;:===== ~h=~~ ====;;;:~~ . ---------------{K) --------{K) ------(K-ft) -------(K) --------(Kl---.--:_:_-(K.:-ft) -----1--------_-~ ---~-~----r-------~~~-: ~r ------~g: g~ ·---·---=g: gr--·--=~~r: 6t ----·--g: ·g~ =~: ~~ 3 3-4 71.94 -0.36 . 0.00 -· ---71.94 0.51 -2.83 - I 4 4-5 -48.78 0.51 2.83 48.78 -0.36 0.00 5 1-4 -160.74 0.11 0.00 161.28 0.11 0.00 6 4-2 168.09 0.11 0.00 -168.63 0.11 0.00 --------7------3----6--------o -34 ------o--0·8------r·o3--------·-:..o-05·-· · ·--o· oa· · -·------·o-66- 1 8 ~-a 15:90 0:01 .0:91 -1s:60 -0:01 o:oo 9 6-7 95.92 0.05 0.00 -95.92 1.65 -5.20 10 7-8 0.07 0.91 5.20 -0.07 -0.69 0.00 I ..... 11------3----7 --105-.40· o-. 01 ----· o. oo------· 105. 69 o. 01 -· o. oo-- :-. ---·-12 ---7-5 · 108.63 · 0.07 o.oo--.. ·--1.08~92 0.07 0.00 ·, I --~) Load Combination is a:: Member End Forces .85DL+3Rw/8EQ -------------------------. -. , -. -----------------. --------------. -------------- Nodes ===·======= I-End . ========= · ==·======== J-End ========== I No I J Axial Shear -Moment. . Axial . · . Shear . . Moment -------~--~-~-:cr>·-~~~=~-<K>-:-~~:cx-ft>-------<K>---------<K>------<K-ft>-- 1 --1-3 -91.69 -0.06 -0.00 92~01 0.06 -. -0.99 I 2 2-5 109.29 -0.06 o.oo -108.97 o.o~. -0.94 -3 ---3 ... ·-4--. -7 2 . 16, - 0 • 21 --------0 • 0 0 · -- 7 2 . 16 0 . 3 4 · -1 . 7 9 4 4-5 -48.56 0.34 ~.79 48.56 -0.~1 0.00 5 1-4 -162.23 0.09 0.00 162.68 0.09 0.00 I --6 4--2 166.67 o.·09 o·.oo -167 .13 o.o9 ----------o-.oo- 7 3-6 0.20 0.08 0.99 0.05 -0.08 •0.00 8 5-8 ·9.64 0.07 0.94 -9.39 -0.07 -0.00 - I 9 6-7 95.92 -0.05 0.00 -95.92 1.07 -3.66 10 7-.8 0.07 0.66 ~.66 .-0.07 -0.47 0.00 --------11--. -3 .. -7 -105-: 92-----0-:·06 ___ o:oo-·-10·6716 ·o. 06 ----o. ·oo - 1 _________ 12 ___ 1-----~ ___ .. _ 1~_8_.~1~--··-_ o--~~ ____ o_._oo __ ---~-~~·_:1_____ __ -~---06 _______ o.oo 1--------------------···--.. --.--------------··-----~ ... -----~-------·- 1" --~ ·-· -· ···------------------- 1 I RISA-2D (R) Version :3.03 George R. Saunders Associates 313i Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGQ. EXPE_R~ENCE __ SHOW- GRID 5 BRACED FRAME· Job _____ -- Page __ =-_'f ...... l __ Date ____ _ =====================·====·===============-====·============================ 1---. ---.. -.. . . -·-. ---· . . . --... -..... . Load Combination is-· 9 : STIFFNESS-~C Nodal Displacements I -------~-------------------------------------------------------------------- Node Global. X. Gl.obal. Y Rotation ---------------------(in}----.---------.---{in} ----------------(rad)---------1·------------------·--·-· ~ ------------.. g :· ggg-gg·-·--·----·--·------~t:· ggg~,g:--.,___ . --=·g-: ~·ggif ____ -- 3 0. 030.63 -0 .. 01.034. -0. 00023 I 4 0.0285~ 0.00000 -0.00013 ,5 d. 0-306-3, -0-. 01034--0. 00022 --I 6 0.076~9 -0.01034 -0.00033 ---.------· ------1 --------·· ----o ·. 01408.------------------·----o-. 0000 o --· --· --o-. 00.013 -·-·· I 8 o.07408 -0.01034 -0.00031 I------: I _:·.~) _., I I I· I 1--- 1---··· ------------------··----------·. ----- 1 ---I::.·\) 1 '· -~------------- ----------------------·-------. - ---------·------.. --·------. --------· ----··---------------------------! ! I I I I I I I I· I ,. I -~-... ·-:-:--~ I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 .. fax (619) 497-0429 .-· . •- ~ :; .! 5 €.. -7 8 ~-2 3 . .: '5 6 -7 S----;·-2--S ..,._5 -E -7-S r~; ~m PVT'Ff::l;l_ . &lfrf'pt·· --~ -~-.... _ JOB ______ .J.<(E....__4?"°-=0.:::.,l.,A.,(,)=::.:J:)::;..._ ______ _ SHEETNO. · eq~ ~F ______ ......,_ CALCUL.A.TED BY . -tk:J DATE _____ /..,_•/_,_'f_.-,'-"~"------ CHECKED BY------'--'---DATE _____ _ ,_ -E .l -.: s -6 1 s 1 -2 s, "-s_-s ? -e-.-1 E··--S ·i. 5 E 7 S ·.2345t1e-:2-s- . -. •. s .. I I I· I I • . . . . : ... . tr,e,»b. · e,.,ol:t;I ·l _c J"'4;tfe::,_:· ·-· T~ -7~·7 ~1ff ·· .. ~ ·:-(!'· .J'} __ ... ·· _ JJ;f> r:.;·'--/_. ~: ~ .. ,.t .. c..· t/f I--~ r:;8Nf)s:'.-Lct-4,,.f:: V.Jl2'i'lr.; 'f-3._ _(),fJ~t!.-/,o~ ~-l-C.-"3 e,~· :~--~--L-c._'?_4. ~-· ,s 7'1-7..,..'t± -----~:J, P, /7 ~l. e> : t?/£ L-C-5 ....... :. -~--.... : ... :.: .. i. · ...... · .i .... ~ .. :.i __ ., __ ~ .... :~. ··:. ijj;i~;.:~:.:.G?_. ·_~d &~'. .. ~-A) Q72~ ... ~ .. · · ..... ::~ ... 0.,:()~.~ .. ~. q{t:J'1. '.' .. t:?"-:... .. .... . . ... • . .. : . . .. , .~~f:i~:~(l?~_k~:tAID1~:rik ~e:: j ••• . .. t - -· ---·-----··--·--__ i ___ • --' ----. --.. ··-.:_"':: -- c; .. ; ____ ., ___ , __________ _ ; ..... , ... _ ·-·,-·-· ,. ·--. .,-. ---. -. ·-·--····· . . .... ; --···-···"···-_,.. . . .. .. . ....... .,_ ~ -.. ' ... : _.,,. .. . . .. -·-··, . . , .... ~--f : -" . ' . __________ _;:_:cc_ __ :-·--·---··········--·-·------·----·--.... • 1._ :"';' •-;~. '·-.. -~. ' --. -··-. -.--------.-,-.-.-~ .. -.-... -.. --------·· ---... ·· - . ' - --. ~ ••• , ·-•• ' Ii.. '. i _ .. ..... ,· ,..:.--. ... -- ·: •• • •• -~ :_ •• :-_ l-.;. : . ..,·: . ~ : ' . . ,: :.~ .. '--.. ! -. -. ~ . f '."' . ' ·~: - • l . i l .",-, .. ~ l •· • -._ 1. .. · .•.. I ~ . -:· ~ --~--· . - . .. .. ....... -~ : .. •• --·--··-· 6 7. .. s • . . ~ - I I ') I RISA-2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 -~-- (R) Version 3.03 LEGO EXPERIENCE. SHOW. GRID"-6 BRACED . FRAME : --------- Job ____ ___ Page,;._-__ e--i-1-3 ..... -____ Date ____ _ ' . \ -----------~---~...:.--------========: ======· =,--:---------------------------------------------------~-----~-------· -------· ·--------·----------~---·--· --I . -··-··;~~ts Option : . =---us standard. I 1· .. I I- I I :~) I- I I AISC Co.de Checks -: . 9th. Edition ~SD Shear Deformation:· No· - P-Delta-Effects--;-No.:_ -----------_-··------·-:-· ·---------------·· Redesign ____ .. : .. No ____________ _ Edge Forces ·: No A. S. I·. F;· -----:---1-;333---------... -·- -----------------------------------------------------------. -------------Node · Boundary Co~ditions . No ... -----X-Coord----Y-Coord·---X-dof ··· Y-dof·· ·-· Rotation · Temp. -----------(ft}---... .,.~----(ft)-·-----(iniK/in}-~;..-(in,K/in}---(r,K-ft/r) ____ ..: (F)-- 1 0.00 o.oo , R R 0.00 2 ... 13·; oo ________ ., ·--o. oo· . -· R R O. 00 3 o.oo ·16~50 o.oo 4 . _ . 6 . 5 o_ _ __ : -· 16 . 5 0 0 . 0 0 5 13.00 ........ --16.50-· 0.00 - - - - - - - - --• , •• -•• --~ ----~# ---- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -• --- - - - - - - - - - - - - Materi9,l -----· -Elastic·--:--· · Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient .Density (Fy) ~--------------(Ksi)-----------------------(F)--------(K/ft3}----~-(Ksi)--~- BM .29060.00 0.30000 0.65000 0.490 36.000 COL 29000.00 0.30000 0.65000 0.490 46.000 -------------·-··--·--···-· ----------------------------------------------------------------------- Section . 'D9,tabase . Matl. Area Moment .of As y/y I ---~:~==-~-~-~--~--~~~~=-~------~=~------(in"2) --------=,~~~!> -------~~==---------------BEAM---·W12X16.. BM-4-:71 ----·--·103-:oo·o·----1.20 COLUMN TU7X7X4 COL 6.59 49.400 1.20 · 1 _____ B~C~ · ·· --TU7X7X4 ·-____ -_____ ,.· __ COL _ .. 6. 59 _____ _ ... 49. 400.. 1. 20 . -------------------·----:---------------------------------------------------I ----I---J------·I·-Releases·--J---------· · --··End O.ff sets··-·· -··· ··· ---··-· No Node Node . Section x y z x y z Sec Sway .I J Lengt:t+ --------~---------------~-----------~~----------------(in)----(in)-----{ft) --.. 1 -...... 1--=·---·:3---COLUMI'f-'·· .. -··· .. ·-. . J,.6. 50 . 2 2 -5 COLUMN 16.50 3.... 3· _:: .· __ -4--~-BEAM. 1 --·-------· · -· -· 6.so- 4 4 -5. BEAM 1 6 . 5 0 5 1 - 4 ~ BRACE . 1 . 1 1 7 . 7 3 6 4 2 BRACE .1 1 1z. 73- I .. ·2.J .... 1· I ---... _.,,_ --... ---. ,..,_. I I '?) I - I I 1· I RISA-2D George R. Saunders Associates 3131 Camino Del Rio N,.Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRID. 6 BRACED. FRAME ... --. (R) Version 3.03 Job __ _,,,,_ __ Page_. __.$ .......... 'f-+-f-Date. ____ _ ========================-==·==-===========·-================================ -----------------------------·---------------------------------------------I . J Unbraced Lengths K Factors -Bending Coefs No Node Node Lb-in Lb-out Le · In Out Cm Cb -------------------.(ft)----. (ft.)-----(ft).--------------------------------- 1 1 - 3 -. 2 2 - 5 3 ·-·-3-.:.--4------·-----·-----· ·-o-. oo- 4 4 - 5 o.oo 5. 1 - 4 6 4 2 -----------------------------------·----------------------· I . -_ ~ _-_ ~ _ ~ ;~~ ________ --_ ::~~~:~~;~~~;:: _____ ~ _ ~~---~~~---~~i;: ~::~~!;~:~: ~~~; ~ ~--~ - I I ---~) I I 1 DEAD LOAD 2-·· LIVE-LOAD------ 3 · SEISMIC LOAD · ··- 4 STIFFNESS Nodal Loads, BLC 1: DEAD LOAD ---- . 3 ..... --------3----------. . .. ---... - -·-·---·-1-·------....... . 1 -----------·-----------------------· -----------------------------------Node .. _ Numb~r __ _ . .. . _. Global x__ . . _ . Global Y _ _ __ ... .. . Moment ----------------------(K}-----------------(K)------------------(K-ft)----3 · 0. 000 . 3·.200.. --. .... 0. 000 4 0.000 3.500 0.000 '· 5 ----· 0.000 · l,.800 0.000 Nodal Loads, BLC 2: LIVE LOAD I ------------------------------------------. -~ -.. ----~ ----. ---------------~. -----~~ - Node Number Global X Global Y . Moment I ---------------------(K)---------. ------(K)-----------------(K-ft)---- 3 0.000 1.00·0 1.-~~ .. .... 0.000 ------------4 ·. -o·:ooo~. cf':lOO--z.--:s-"-·o~·cf6b---• I s ____ ______ _ __ _ _ ~--~-~-o___ __ .. _ __ ---~---6-~0 ~--?--~---~-~---~---0.000- Nodal Loads, BLC 3: SEISMIC LOAD -------------------------------------------------------------------I· · Node·--------·---------------------------·---·-· ..... Number . Global X Global Y Moment -----------------------. (K) -----. ----_ ... ---_ -_(KL-:.:: . .:::-_-:_-:.::.:: . ..::...-:~:::: ... :-::::::-::-....= (K-ft) ----. I 3 . . . 6.000 0.000 0.000 I ::cJ-. I . ' I ·~ I 1·· I I I I I I I I I I RISA-2D (R) version 3.03 George R. Saunders Associates 313i Camino Del Rio N, Suite 690 San Diego, CA 92108-57.07 LEGO EXPERIENCE SHOW . -~ . --·---~ -------GRID 6 BRACED FRAME Job. _____ _ Page e"tS Date ____ _ ====================-========-============·=====================-=========== Nodal Loads, BLC 4: STIFFNESS --------------. ----------------------------------------------------------Node Number . ·---Global X Global Y Moment -------------------------(K) -------------·--. -(K) ---·--. --.. _. ------(K-ft) ---- 3 10.000 0.000 0.000 ------------..------------------------------~----···--------------··----------- -------------------------------·--------------------. -----------------------Load Combination No. Description Self Wt -BLC _ BLC . BLC -BLC -. BLC --. --W · E Dir Fae Fae . Fae Fae ------Fae ---· · Fae DYNA S V -----------------------------------------------------------------------1 DL+LL y -1 1 -1 2 DL" ONLY--·----y--1 · -·-·· 1---:.1 3 DL+SEISMIC y -1 1 -1 4 DL+SEISMIC (O:i?P) y -1 1 -1 5 1.0DL+3Rw/8EQ y -1 1 -1 6 LC#S· {OPP) -----·-y -1 1 ,,.1 7 LC#G+O. 7LL · ....... --y -1 1· -1 8 .85DL+3Rw/8EQ y -.85 -1 -.85 9 STIFFNESS CALC 4 1 ;2 -1 -. --·------ 3 1 3 -1 3 3 · 3 --3 · ·2 -:.. . 7 3 -- 3 --... -------. ---·-· -·-··---- 3 ~3: '· --------~----------------------- y y y y· y y -------------------'----------___________________ H ____ _ ------·--·-·--···-- I. I I ·r 1~ I --------•• ---------· --------~------------------·-·-··-------~---· --~ ---v ------------ ·-~ _,__ -···-,,.'---··---·---··-. I RISA-2D George R. Saunders Associates 313·1 Cam:Lno Del Rio N, Suite 690 San Diego, CA 92108-5707 (R) Version. 3 . 03 Job_-=-,-.--Page et:ry{(; Date ___ ____ =.=---==·-====-==·==================· ======·=======-======·======·=========== I .. · --:-=.--·L;-ad. Combination is 1 : · DL+LL Reactio~s · · . ----------------------------------·.--------------------------------------- I_·: · ___ _ _ _ ~ . Node Globai X Global Y Moment .. ----------------------{K)----· · -: ---------. {K)----------------(K.-ft)---------1·--------------------~---------------~i-:~:~~r---------·--::~~i:~ · g·:gg~g·g ---· Totals o. 00000 16. 34371 _ o. 0000.0 I Load.Combination is.1 Member End Forces DL+LL -----------------------------·----------------------_----~ ~------------------------------._ I· No ~ode~ ~i:i=-=== ~h=~~ ====;~:=~~ ~i:i===== ~h=~~ ====;~:=~~ .. --· ----___ .::·_:,·_;_·_:· __ :_ ___ (K) ---,-----(K) ------(K-ft}-+-----(K} --------(K} ------(K-ft) -- l __________ l ____ l-:-____ 3 .. ------5.90... -0.00 -Q.00· -5.53_· ----o.oo 0.00 ---2-----2----5-----.. 3.50 · 0.00· 0.00 ·-3.13 -0.00 0.00 3 3 - 4 0 . 0-0 0 . 0 3 0 . 0 0 0 . 0 0 0 . 0 7 - 0 . 14 -------------4----4 .. ----5 ·· -o.oo 0.01 0 .. 14 o.o·o o.o3 o.oo I -~) 5 1-4 3.70 0.07 0.00 -3.33_ _ 0.07 0.00 -~ -6 · -· -4 --2 · · 3 . 3 3 · 0 . 0 7 · · 0 . 0 0 · · - 3 . 7 0 0 . 0 7 0 . 0 0 I Load Combination is 1 ... -----···· AISC Code Checks DL+LL . . ---------------------_, ___ ---, -------------------------------------------------------- I Nodes Member Quarter Points .. No __ I . J __ Maximum ...... -0 -----l/4 -""· 1/2-----3/4-" L '· Shear ------. -----------------------------------------------------------------1 1-3 I ... 2 ----2--5. ·-· 3 3-4 4 4-5 1-·--... 5 1-4 6 4-2 1---___ -------___ ------ 1 I ---- ;_ ~ . ----· I ----- 1 :·_- 0.0462 0.0462 0.0455 0.0274 0.0274 0.0267 0.0042 0.0000 0.0008 0.0042 ·0.0042 0.0013 0.0379 0.0304 0.0364 Q.0379 0.0274 0.0349 0.0448 0.0260 0.0004 0. 00-04 0.0379 Ci.0379 ---- 0.0440 0.0252 0-.0013 0.0008 0.0349 0.0364 0.0433 0.0245 0.0042 0.0000 0.0274 0.0304 0.0000 0.0000·· 0.0019 0.0019 0.0011 0.0011 I RISA-2D George R. Saunders As.sociates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-S707 (R) Version 3.03 Job Pag--e-g;~q--7-- Date. ___ -- =====-============~-======= ====================== ·=== ===================== 1---~----~~ad:·;~~-~~~~:~~--~s--;· : ---D~--0~~---- Reactions I. -------. -------------------------------'----------------------------- Node Global X Global Y Moment ----------------------(K)------------------(K)---------------(K-ft)---------1---------------~----------·------~----~-:-~:~g~ --.. --------~:!-~i!:· ·----·-----·-g :·ggggg -. _ _ _ ___ . Totals 0. 00000 -10. 243 71 -o. 00000 1· ... - -· ·------------------------------·------·-----·--·-··--· -··--· -------·-------------------- 1- 1 .. --~-~~ ------·-: ~-~--:-_· I -·7) ----- 1- I_ 1----------·--- 1 ------------------'----- 1--. -· --- t-------- ' ' IJ I '· -------------------------------------·· ·- ---·-----···------------------------------------------- I I ~'l I .- 1 I RISA-2D (R) Version 3 .. 03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690. - San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRID 6 BRACED-FRAME-----,.._ --~-------------.--.. ---. . Job _ _,.~......,....,.....- Page. \;,'f ~ Date ___ _ ====---==------------------------------------------------------------------- Load Combination is. 3 .. : DL+SEISMIC Reactions ------------------------------------------------------------------------------. Node Global X ·---· --· Global Y Moment ----------------------(K) -------------.---(K)---------------(K-ft)----------1-------·-·-·-··---·---~-~ ---------~----·-~r:·;~:~~-------·-·-·-·· --·~;: 6;~~:----------· ·-··· g: ggggg · ··-- Totals -6.000.00 ........ -__ ··--·· -10.24371 0.00000 I Load Combination is-3 : Member End Forces DL+S·EISMIC ---··--·------· --------------··-·----·---------------------. - . t-----·--------------------------------------------------------------...... I 1-· I -·-,) . ·- I I. I I I. Nodes ==========I-End========= =.======== J-End ========== No I J Axial Shear ....... Moment --Axial · Shear Moment ---------------(K)--------(K)---~--(K-ft)-------(K)_--------(K)------(K-ft)-- 1 1--3 3.6o ·-··----o-.oo·-·---o.oo-----3-.23· -· · -o.oo · -0.00-·- 2· ·2--5 2-~20 ---·-·-o~oo ·------··-o.oo·--··· --1~83 -o.oo o.oo 3 3 -4 6 . 0 0 0, . 03 0 . 0 0 -6 . 0 0 0 . 0 7 -0 . 11 _ 4 4-5 o:oo ·· ---.-o:-o-1·------·----o.1f_____ -6.oo o.o3 o .. oo 5 1-4 -5.83 0.01 o.oo 6.20 0.01 o.oo 6 4-.. 2 10.17--. ·--0.07 ... -.· -0.00 :..10.54. -0.07 0.00 Load Combination is 3 • AISC Code Checks· DL+SEISMIC ----------------..:. -._ ----..:. --::.. :.. -:,:·.,;;.-_; --:.~.::·.:; -;_-.:: ..:·_ ------------------------------------ No Nodes I . J ·Maximum·· 0 Member Quarter Points . 1/4 · 1/2· . 3/4· L '· Shear ···· -------------·-----------------------------· --------------------------------·- 1 2 3 4 5 6 1- 2- 3- 4- 1- 4- 3 5 4 5 4 2 0. 0212 0. 0212 0 .. 0206 0. 0201 o . o 13 d--·· O--; 0.13 o-.-,o-: o 124-·--o-~ o 119· - ·0.0484 0.0460 o .. 0467 o.0466 o. 002s 0 ... 002.s. · o. 0005 . o. 0006 0.0316 0.0240 0.0295 .o.0316 0.0706 0.0627 -0.0683 0.0706 ----------'--· -_____ . ___ _ Load Combination .. is 3 : DL+SEIS.MIC Nodal _Displacement·s __ .. ·.·. · _:·· :-_~ . ·. ~. ~:-~ -~ :~ ·__ ·. ____ ... _ 0.0196. 0.0113 0.0464 0.0008 -0.0;303 0.0695 0.0190 0.0108 0.0484 0 .. 0000 0.0256 0.0649 0.0000 .·.:: 0. 0000 ·.::-=-~ 0.0014-'" 0 .-001.4 ... -~ 0. 0008 .:- 0. 0008.:... -----------------· ···--- --------------------------------------------------------------------------· I··-··· ·-·-----Node-----··Global-x-----~Global--y--·----------Rotation -------------·----. --(in}------------·----(in)----------------(rad)---------·- 1 -· _________ .O. QQ.Q.QO __ -·-···-__ . Q. 00000--0. 00014· I 2 0~00000 -0.00000 -0.00013 3 0. 02829· ·-·-.-0. 00354 -,Q. 00014 _· . ·)·: .. - 4 ····-··· ---0. 0.2487 · -0 .. 00.260 · -· -.. 0. 00001 I ~·· s o. 02~87 _ -0. 00209 -o. ~0013 I I I -~ ,·:· I RISA-2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW . -GRID .6 BRACED FRAM.E (R) Version 3.03 . ' Job · Pag_e_e:~· -,-1-- Date. ___ _ -----------------------------------------------------------------I . ----· Load Co~~n~~~-~~--~-s-. ~ : Reactions ·--.,. __ -------------·-. ·---·· ~ -----·-··-. - :bL+SEISMIC (OPP) 1. -------. -----------------------------------h· ------------- ------------- Node Global X · · · · · · · Global Y Moment ---------------------{K)----.------------(K)-------------{K-ft}---------1····-··· ---· ·· ----~--------------~:~~:ir-------------___ _,=r:-t·!r;;·---------------· ~:~gggg I ·-··--·· I· I- I :C") -.... -:.._. I I_ I I Totals 6. 00000-----=--.:... . -10. ~4371 o. 00000 Load Combinat'ion is -4 Member End. Forces DL+SEISMIC (OP·P) - - - - ---- - - - - - - - - -_.:. =-~-;_ .:.::_ .:;-_-;,;..;,. ::-:: ~ :..~-:.:.--.:~-~ _:-;: .;_:_---_-:_:.: ~.::.-.:: _ -=--== =~:.. ~-.:...: -=·-·--_-_ -----------=-- Nodes =====·===I-End========== ===== ==== J-End ========== No I J Axial ....... Shear.---·--· Moment Axial Shear . Moment ----------~----(K)--------(K)------(K-ft)-------{Kl-------~{K}------{K-ft}-- 1 1-3· 3;60·--------o·-.oo-·----·-o-:oo----·-3;23 o.oo o.oo --2 2-s 2.20 -------~o·.oo----'······:..o.oo···-·· -1~83 o.oo -o.oo 3 3-4 -6.00 0.03 0.00 6.00 0.07 -0.11 4 4-s :..o.oo--· ··-··--0.01 _______ --0-.11 o.oo o.o3 o.oo 5 1-4 10.54 0.07 0.60 -10.17 0.07 0.00 6 4 -· 2 -6 . 2 0 --- 0 . 0 7 --.. -. . 0 . 0 0 . . 5 ~ 8 3 0 . 0 7 0 . 0 0 Load Combination is 4 AISC Code Checks DL+SEISMIC ( OPP) _ -------_,_ ----. --, -. --------. --.:.-:. .: ;_-:;: _-_-_-..:.-_ -:,:: _ .. --' ---------------. -------------- Node$ · No -I --J--Maximum 0 . Member Quarter Points 1/4 .... -1/2 · · · ---3/4-·--...._ -L ... · Shear ________________________________________________ -_, ___________ ·------------- 1 1-3 0. 0212 0. 02l2 0. 0206 _ 0. 0201 0. 0196 0. 0190 2 2-5 -• 0. 0130---~ ·O-;·OJ:-30-O·; 0·124--0. 01:I.9 0. 0113 0. 0108 3 3-4 0.0467 0.0442 0.0450 0.0449 0.0447 0.0467 4 4-5 0.0025 0.0025 0.0005 0.0006 0.0008 0.0000 5 1-4 0. 0706 0. 0649 0. 0695 0. 0706 . 0. 0683 0. 0627 6 4-2 0.03~6 0.0256 --Q.030•3 0.0316 0.0295 0.0240 0.0000 0.0000 0.0014 0.0014 0.0008 0.0008 --_____ ..,.__________ ---------" ··---~----~ ------------ Load Combinatioh is 4 : :OL+SEISMIC (OPP) I ___ Nodal Displ~cements .... · _·_·: ~~-:-~-~-------__ ·: .. _ ____ ·· ________ _ ---------------·-------------------------------------------------------- I ·--· · ---· ··· Node--------JGloba1-x--------Globa.1·-y,------···· --·----Rotation · -----------------~---(in)-----------------{in)----------------(rad}--------- I --··_ .. :·_r -l:J I 1 -0.00000 -0.00000 2 ---·-· -0. 00000 -. 0. 00000 3 -0. 02829 __ · -0. 00354 4-·--0. 02487·· .. -0. 00260 5 -0.02487· -0.00209 0.00014 0.00013 0.00014 0.00001 0.00013 I •si 1- RISA-2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-57-07 LEGO EXPERIENCE SHOW GRID-6 BRACED FRAME (R) Version 3.03 Job ____ _ Page Eroo Date. ___ _ -- ' ======== -=-==============· ====. =========================. == -. ·-··•·<"---· ... ,-, -----·· _,._ -· ------·--1·. -~--· --L~~-d···Combinatio:p. is 5 : . 1. ODL+3Rw/8EQ AISC Code Checks I -------. ------~--' ------------. -' ----------------. ----------------------------. No Nodes I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear ..::: ---------------------------------~----------------------------------------1--··----. 1 -··1::.··· 3 · · ·· o·.0212 - 2 2-5 0.0130 ·0-:02·12--· -0·~0206· ... Q .6201 0.0130 0.0124 0.0119 0.0196 0.0113 0.1383 0 .-0008 0. 0,978 0.1687 0.0190 0.0108 0.1403 0.0000 0.0931 0.1658 0. 0000.= 0.0000-= 0. 001'6::: I I I 1._) I I- I 3 3-4 0.1403 0.137~-0.1386 0.1385 4 4-5 0.0025 0.0025 0.0005 0.0006 ,5 1-4 0. 0991 0. 0916 0. 0970 0. 0:991 6 4-2 0.1693 0.1635 0.1676 0.1693 --·-· ··-.. ···--·---·-· ··---·· -- Load Combinaticm is 6. : LC#5 (OPP) AISC Code Checks -0. 0014=-:'. 0. 0008----1 0. ooos- _____________________________________________ , _____________________________ _ Nodes - No · I J Member Quarter Points Maximutn -. o· .. · 1/4 1/2 3/4 -) -- 1 2 . 3 4 5 6 1-3 0.0212 0.0212 0.0206 2-5 0.0130 0~0130 0.0124 3--4 0.1352 · o·.1327··-0~1335 4-5 0.0025 0.-0025 0.0005 1-.. _4. _. -·-0 .1-693 0 ~ 1658 0 .1687 -· 4-2 0.0991 0.0931 0.0978 Load Combination is 7.: LC#6+0.7LL --AISC Code Checks· ---··-· --· 0.0201 0.0119 0.1334 0. 00-06 0 .1693 . 0.0991 0.0196 0.0113 0-.1332 0.0008 0.1676. 0.0970 L · -· · --· Shear -·.:.., ... 0.0190 0.0108 0.1352-· 0.0000 0.1635 0.0916 ' 0.0000·= 0. 0000::... 0. 0014::;:-o. 001 ..:.- o. 0008·---=--o. oooa· ·. ---- -------------------------------------~-------------------------------------- No Nodes I J --- Member Quarter Points Maximum . 0 . -1/ 4 1/2 3/ 4 -· ----· .. L·-------Shea-r-:-'~..:. --------------------------------------------------------------------------1 1-3ti.oW.-.o. 0253 0.0253 0.0247 0.0242 0.0237 I 2 2-5.o/g30.01s4 0.0154 0.0149 d.0143 0.0138 0.0132 0.000 ·> 3 3-4.J~~0.13!;i4 0.1.327 0.1335 0.1333 0.1333 0.1354 0.001 -~ ---·----------4--4·:·---5 ;oovi -0 ~ 002r-0-:0021--0·: ooot;---o-~ 0005·---o-. 0001-···-o: oo·oo·-·--o·:·ooi ·· ;:-..;: I 5 1-4,J,~y().1919' 0.1684 0.1713 0.1719 0.1702 0.1661 · 0.0008·- ..... _ .. _ 6_ ... 4-:.. _2 fi.o'i?i<L 0974. __ ·· 0. 0914. __ . 0. 0961. . ___ 0. 0974 . 0. 0953 .. 0. 0899 .. ·_ 0. 00-08a== 1------·---- 1· ,v- i ----------------···------·-· ··-·--··-· ·---·-·-· --··--·-------------- I ····~ RISA-~D George R. Saunders Associates 3131 Camino Del Rio N, Su:i,te 690 San Diego, CA 92108-5707 I .. ~:~g -:?C~:~:g~:~~~-:--. -. -.. -.. - {R) Version 3.03 Job __ ---,-__ Page e(of Date ____ _ ===============-====·=.============ ·==============-= -======================= -----. -· --~-----· --·---. -----...., __ . ______ -----·-·------. -I Load Combination is 8 : AISC Code Checks . .85DL+3Rw/8EQ --------------------------------------------------------------------------I No Nodes I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear -----------------------------------------------------------------------· -·1-.--3----. ' o ~ 01ao--·-o. 01so·---o: 011 s----· o:: 0111----o. 0166 --·o·.0162· 0. 0000 · 2-5 0.0110 0.0110 0.0106 0.0101 0.0096 0.0092 0.0000 3-4 0.1348 0.1327 0.1334 0.1333 0.1331 0.1348 0.0012 -· 4-5· 0.002i 0.0021 6.0004 0.0005 0.0007 0.0000 0. 0012 .... 1-4 0.1666 0 .16-36 0.1661 0.1666 0.1651 0.1617 0.0007 4-2 0.0994 0.0943 0.0983 0.0994 O.Q977 0.0930 0.0007 --------· -----------~------_ ... ___ .,.. __ -----···------, .. ------------------.. -----------------· --- I I I I 1-- I I '\ . ·) -·--- ------------- I ------·------- 1----· ---·---------. ·-·---·----- I -~------· -. I . I '· ----·. ----------- ----~----------------------------·------------·-- --------~------~------------------------ I (R) Version 3 . 03 RISA-2D George R. Saunders Assoc;:iates I 3131 Camino Del Rio N, Suite 690 ~ -San Diego, CA · 92_108-5707 Job ______ _ Page €1~~ Date. ___ _ .I I I I I I I LEGO EXPERIENCE_ SHOW___ . . _ GRID 6 BRACED FRAME-· .. --.-. ----... ----- ====================================: ·===· ==== -============================= - Load Combination is· 5 =--1.0DL+3Rw/8EQ Member End_ Forces ----------------------,------------------------------------------------------. . . . · Nodes = · ======== I-End ====. ===== __ === .====== J-End ========== No I J Axial ---Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-~ 1·-··1----3---------3-:60-------;..o-:oo·------------;:.o·:oo-------·.::.3.23----o·.oo · ------:..0·:o·o- 2 2-5 2.20 -0.00 -0.00 -1.83 0.00 -Q.00 3 3-_ 4 __ _ ___ 18. oo_ __________ o. 03 o. oo -18. oo o. 01 -o .11 4 4--5_ -----0.00.--------0.07 0.11 -0.00 0.03 0.00 5 1-4 -22.20 Q.07 0.0-0 22.57 0.07 0.00 6 4-2 26.54 0.07 0.00 -26.91 0.07 0.00 . -· ----------------------------·-·----.. ---------·-. --·-··-···-.. -·-------........ -----· ·-·--·--------· ···-- Load Combination is 6 : LC#5 (OPP). Member Enq ___ Fo;-ces _____ ... __ _ ------------------------------------------------------------------------- I I,:~) Nodes--_____________ .::., ... I-End--...;..,. ____ ,,____ === · ====== J-End ========== - No · I J --· --Axial----Shear--· --Moment Ax;Lal Shear Moment ---------------(K)--------(K)------(K-ft)-------{K)--------(K)------(K-ft)-- 1 1-·3--·· ------3:.60·--------·6:oo · o.oo .:.3.23 -o.oo o.oo 2 2-5 2.20 0.00 0.00 -1.83 --0.00 0.00 3 -3 --4 · · ---= 18 . 0 0 __ -· -. 0 ~ 0.3. .. 0 . 0 0 --18 ~ 0 0 0 . 'O 7 - 0 . 11· - I I- 4 4-5 .. ---0.00 0.07 0.11 0.00 0.03 0.00 5 1-4 26.91 0.07 0.00 -26.54 0.07 0.00 6 · 4-2~ ----,.,22;57~---·-0:01 0.00 22.20 0.01 -0.00 --- Load Combination.is 7 : : --Member End. Force El LC#6+0.7LL '· --------------------------------------~----------------------------------- Nodes ======·=·=I-End=====-==·= ========== J-End·========== I --No -·-I------J-----Axia.1----Shear---Moment Axial Shear-Moment ---------------(K) ------_-.,. (K) -------(K-ft)'-------(K) --------(K) ------(K-ft) -- .. 1 1-3 · 5.2i. 0.00 0.00 -4.84 -0.00 Q.QO I 2 2-5 3·.11 -0.00 0.00 -2.74 -0.00 0 .. 00 3 3-__ 4 .. _ -1a.oo o.o3 o.oo 18.00 0.01 -o.i3"- -:--·-----4·----4_--·5------·:..o:·:oo----o·: 07 --------0-:-13---0·-;·oo----o-; 03---------·-0·;-00- I· _____ :_ --~-__ != __ t __ ~-~~~-Jr_::t __ _: _____ .i~It __ . _____ g:_gg ______ :;r:~:-~---___ g:g~ --~C:z_g -/ 1-----------. I --: ~ I I I ·'.-) I I I I I - I I I . ) j I I I I RISA-2D (R} Ve:i;:-sion 3.03 George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-570'7 LEGO EXPERIENCE.SHOW. __ GRID 6 BRACED FRAME . ·,------------. ·-- Job _____ _ Page e:·1 ~ .. .; Date. ____ _ -\ -~· -- ============= ·. =·=.== _-=============-============ ·=====================· ==== Load Combination: · is a·· : .: . 85DL+3Rw / SEQ Member End Forces ----------------------------------------------. ------------------------- Nodes ==========I-End========= ========== J-End =========_ No I J -Axial -· --Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- -1 --· 1;..·-··· 3------3-. o.6--·-----·----o-. 00-----------0: oo----------2-. 75 -----o. oo --------o. oo -- 2 2-5 1.87 0.00 0.00 -1.56 -0.00 0.00 3 3 -_ 4 .::: 1 s_ • o o __ _ __ o _! Q 3 q . o o 1 a . o o o . o 6 - o . 1 o 4 4-.5 _____ .-0.00 ______ . 0.06 0.10 0.00 0.03 0.00 5 1-4 26.56 0.06 0.00 -26.24 0.06 0.00 6 4-2 -22.87 0.06 0.00 22.55 0.06 0.00 Load Combinatioh is 9 : STIFFNESS CALC Nodal Displ~c~tneJ:ltS_ e,---· ___ _ ------------------------------------------------------------.--------------- Node ------------Global x--------Global Y Rotation -------------------------(in)----.,---_----------(in)------------------(rad) - - ------- -X ---------·------------·o.00000 . . 0.00000 -0.00024 2 0.00000 -0.00000 -0.00021 _ 3 -· . _ .. _ --_ _ --... -0 . 0 4 716 .. -- 0 . 0 0 0 0 0 - 0 . 0 0 0 2 4 4 _ --------..... 0.04144 -0.00000 -0.00000 5 0;04144 -0.0000-0 -0.00021 :-. - --------·-----·---~ --- ----------e0-··-------·------·------------------·----------~--.----------------------------- l- 1-- I. l:J I -------------------------~---------- -------------------- --·~--·---~------,_ ~-· __ ._'.'.: __ ~·-.:-<: I MARTIN & MARTIN, INC. .JOB ._. ___________ __,U:RPa.,::_ :.=..:a:O;.i,(,.A:tJ,c;..:..~r;-· ____ _ I ... _0:\\ ' . ..I Structural & Civil Engineers 7801 Mission Center Court· Suite 400 -SAN DIEGO, CA 92108 . 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" .. . . . -.. ~ : : . ·-£ ; '' ! • -~ ·~-·-·Mr·:. :· ····-: .·: -· ~-··· · -----~-~--.·.·-L----~·~: · -~::-.-. __ ·. ~ .. ___________ · :.· -· · ,-,=,-.,--'---... -,-. -. .. .... .. .. i .. , .. .. . . .. . -·· . . . _,, --... · t ··· · i· .. · I -··· : , .. ~ · ·· · -· ·· · 1 · · ·. · · · .... -} . ~ '... _,.._ ._ .-. -·· -. -·-1 _ .. ·· .... : . _ .. , -... ••••••••--••• -·------·-·---·• .... ••-•"'• ......... ., .... ,_._. .. ,_.,,. .............. _,_ • -·-0• ------0 0 ---• ,•••<; _ .... •-•o•• --·-·-·-·· •oMO-.. •••m .. ,: ...... __ ...... -... ·---··---··--· OHH_.,.,,: ._,,._ ... ., ,., • ., •• ., .. ,, .. ••• ,•• , __ ,; •• '"' ••• ,_, •-• • < • " •• .:. , • ••• ! < 0 .~-A ! ' . E • .·: , ' ; .... J. 1 •• ·------··------·· ____ ......:_ ______ -,:....-'--____ _...._ .. . . . .... l ·!··. •' ·t··---·· ----.. --· -----.--. . : . ··---··-·--·--;--··---· __ ,,. ____ . -; -..... -· . ., .. ______ .. ·.. . .. . --·-... _.:_ .. , _____ -·---· ............ · .... _, .. • ··--· ...... ..,.-... ,. ·-·--····"··---!--·· ......... 4, ....... _ ... ·-· ••• --·--·. ! .: 1· .... ---• ... • ,: -.. • j . . _. ·-! .. ~ '. l · --·. } ·-. . ~... . . . 4 . . ~ . . .. . ---~ .... } . . ··-· ··--: :· --·· -: . ! ; .· .. .. .: -' . . . 1 . . i -·· :i .. .:. ... . i . ' ·.·-;• -·-·· .. ·_) .... -.. . . . ; . -··· :: . ; : . --.·. 1 · '· " . .. .. ----___ .......,_,_,, _______ ·---------~-···· --J------~------·------ I I ".J RISA-2D George R. Saunde;r-s Ass.ociates 3131 Camino Dei Rio N, Suite 690 San Piego, CA 92108-5707 I · : -:. ~!igs E~~~~!:g:n~:~E ·· · · · ·- (R) version 3 . 03 Job_.,.,........,.,__ __ Page Jtl~ Date ___ _ =========== -=== -=================··==·== _-= -==== -============================== I I Units Option . : US Standard AISC Code Checks : 9th Edition ASD ·· Shear Def drmation: N.o I-· ·-·--p.:..Del ta-Effects .. ··--r-"No ____ · ·------------- Redesign. _ No .. I I Edge Forces No . I · -A.S;·I.F~---------:·· 1-:333··- I Node Boundary Co:r:iditions I ---· No ---·-·----X-Coord------Y-Coord X-dof · Y-dof · ·Rotation Temp. ---· -----------{ft)--~-----(ft)-----(in,K/in)----(in,t/in)---{r,K-ft/r}-----(r)- 1 0.00 0.00 . R R 0.00 1-) I -· 2 . ·--.. . ·-15 . 7 8 0 . 0 0 R R O • 0 0 3 33-.12 0.00 R R 0.00 4 o. oo · -l6. so·· -o. oo 5 15.78 16.50 0.00 6 2 4 . 4.S 16 . 5 0 0 . 0 0 .. 7 · 33·.1i 16.50 0.00 ··8 ···0.00 23.50 0.00 9 7.89 23 .. 50 0.00 '· 10 -... 15. 78----···--23 .so -· 0. 00 11 0-. 00 29-. 5-0 0. 00 I 12 7.89 29.50 0.00 f-----13----·-·_· --15. 78 29. 50 0. 00 · · ----------------------------------------------------------------------- I ·· Material · Elastic Poisson's Thermal Weight Yield Stress . Label Modulus Ratio Coefficient Density (Fy) -· ----. ---------;;· .. ·-=--=---(Ksi )-;.; - - - ---- -.:.. .:;; .;. ·..:= .:.-:::-·.:.-.=-.;. -=·-:..·.;; {F) ,;;;~===-=-=--{K/ ft3 r=----·::-::::-{Ksi r.:. :-.:-.:. -- BM 29000.00 0.30000 0.65000 0.490 36.000 I _ :~-SOL ------···---___ 2_~09.0 .... 9.0 .. ··---· -· _O. 30000 . 0. 65000.. . 0. 490 46. 000 . ---------------------------------------------------------------------------I_. ---Section--------Database-·· ···· ····Matl. Area· ------···-Moment of· -As·· ·-·y/y ---- Label Shape Set Inertia Coef · -----------------~. ---.~-----------(inA2)--------{inA4)----------------- -· --·-·· UPPERBM ____ . -Wi8X35 . ' BM-10. 3-0 510. 000-1. 20 I ·-_LOWERBM Wl2X22 BM 6.4'8 156.000 1.20 .·:\ COLl ·-.... TU7X7X4------------BM--6.5·9 · 4·9·.400· 1.20 · J COL2 TU7X7X6 COL 9.58 68.700 1.20 I . BRACEl TU7X7X4 COL -6.5.9 49.400 1.20 I I I •0 RISA-2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 (R) Version 3 .. 03 Job---.,---,,---- Page._~"-'-'[0:,"'--1--Date. ____ _ I LEGO EXPERIENCE· SHOW . . . -.. GRIDS-B/ C BRACED FRAME ================= ====·================= . = ============================== -~ ---·-·------·------------------·-~-------1 ------------------------~--------------------------------------~-------------- I . . J . -_ ·r Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length I. __ i ____ i·:--;--~~i;------------------------------(in)----(in)-----i~~~b 2 2 - 5 COL1 16 . 5 0 I --··--·· ! ·--! : ·-·-~--~g~~RBM .... ----.. 1 --. .. --~ --·-----···----··· -.. -.. -.. . . . i:: ~ ~ . _ 5 5 _ - 6 LOWERBM 1 8 . 6 7 6. 6 - 7 LOWERBM. 1 8 . 6 7 7 2 - 6 BRA½El 1 1 18.64 8 6 -3. BRACE1 1 1 18. 64 1----- -----··-·9 -·---4-----8-COL2-· --··--·-··----·-·· · · -· -------·-·-----··-·-· 7:oo·-- 10 5 -10 COLl 7 . 0 0 11 8 - 9 UPPERBM 1 7.89 1. 12 9 --10-UPPERBM · 1 7 . 8-9 I----·13 ·--4 .. -.--9--BRACE1 1 1 -· -· -10 ~ 55 ·-----14·---9 -·-· 5 BRAC~l 1. 1 10. 55 15 8 -11 COL2 6.00 ---~ :· 16 --· 10 -·:.. -·· 13 . COLl 6-. 0-0 I ·>.) 17 11 -12 UPPERBM 1 7 .89 · _ -:· 18 -12 13· UPPERBM · 1 7 .89 19 8 -12 BRACE1 1 1 9.91 I 20 12 10 BRACEl 1 1 9.91 ---------------------------------------- ------------------------------ I I J Unbraced Lengths '.K Factors Bending Coefs . No Node. Node -.. .Lb-in. --tb-out Le-In Out Cm Cb ------~-------------(ft)-----(ft)----(ft)---------------------------------- 1 1 - 4 . 1----·---~ . .. . ~ : . . ~ 4 4 - 5 .... -. 5 5 -6 - 0 0 0 I 6 6 -7 ----.-7--····-2-----6------·------·-.. --·---·-·-----·--- . 8 6 -. 3 '·--······1~· ·----·:-=-lg------------.' 11 8 - 9 ~ a--·-ii ------· t-:·-l~ -------·---· ...... ·-· . .. . O . 14 9 - 5 . ··-------··· 15·. -8 -11 1. . 16 10 -~3 :·: ·0 i~----i~ -ii - I 19 8 -12 20 12 -· 10 I 0 0 I ·~ RISA-2D George R. Saunders As$ociates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5701 LEGO EXPERIENCE-SHOW (R} Version 3 .. 03 Job_--,-,,__, __ Page,_ .... ~"""'v'-'-#2 __ Date ____ ,,_ I I -.GRIDS B/C BRACED FRAME I ============ -========= .=========-=·=====-====·=============================== ----------------------------------------------------------------------------. -. BLC . No. Basic Load Case Description Load Totals Nodal Point Dist. -----------.--------------------------.---------------------------------1 DEAD LOAD 5 2 LIVE LOAD 5 2 2 2 2 1-----... ·--· . -·-· ··3--SEISMIC. LOAD -· '. -------'-·-·-· ·-----_------------.. 3 ----------· -·--.... Nodal Loads, BLC 1 : DEAD LO.AP -· _ .---__ . _ ---·---_ _. ------------------------------. ------. --' -. ----------------------------------I Node Number Global X _ Global Y Moment -----------------·---------. __ .... ---(K)·--·-s··-·-·· ----------·---.(K}'----------· ------·------(K-ft)-· ---I ~ g:_ggg__ ... _________ ...... _i~:gg g:g-gg 8 0-. 0-00· 2. 700· O·. 000· I . 11---0.000-·-----------------·---75.000 c.,g_c.,~· 0.000 13 --0-; 000 --~ -----·----------· -4-_ 000 0. 000 I I Member Point Loads , BLC 1 ·:. DEAD-LOAD· · · ---· · · .. · ---------------------.------------~ -------------------------------------Memb I -J ------. . No Node Node Direction Magnitude Location - ------ - - -----_":"_---:---·-----------------,-- -(K, K-ft, F) - - --- - ---- - --:---:-(ft) - - ---- 17 11 -12 -y --· ·----·-·-. 7~300 5.260 -1a 12 -13 Y -----------·····--7.300 2.630 Member Distributed Loads,BLC i: DEAD LOAD .. '· ----------------------------------------. -----------------------------Memb I J 'Start End Start End No Node Node -Dir----Magnitude---Magnitude--·-Location Location -------------------------(K/ft,F)-----(K/ft,F)--~------(ft)---------(ft)---- 5 5 -6· Y 0.200 0.200 0.000 8.670 I 6 6 ..: 7 y . --0.200 ---0.200 0.000 8.669 -------_ Nodal--Loads,-BLC" 2 :.:.....LIVE-LOAD-----------------------------------------· -... -· ---------- I I I -· ,J I I ----------------------------------.---------------------------------------N,:9.de ___ _____ ________ . ~--·=--~---~-:...:~--____________ .... Number Global X Global Y Moment ------------------------(K}-----------------{K}------------------(K-ft)---- ----·------5--·---------0-;000------. 0.550 J,?,t----·---·· · 0.000-- 7 0. 000 0. 550. I.? 0. 000 8 0.000 1.900 0.000 11 ··¥ • -~-----~-------o .. ~o .. oo. · 11. oo.o .. 30.1 ~ o. ooo 13 0.000 2.200 0.000 I I~ ., ·.) -~- 1--- -·· ··---· - I RISA--2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Die·go, CA 92108.,.5707 LEGO EXPERIENCE-SHOW . GRIDS B/C BRACED FRAME (R) Version 3.03 Job ____ _ Page._...,._@:1 ........ 0_4_ Date ___ _ -· -·-. -- ======================== === ===== =====·= ============-==--====---------- Member Point Loads,BLC-2: LIVE LOAD ----------------·--------~----·------------------------------------------Memb . I. J I ---~~-~~~~: ~~~~e~--__ Di::c~i~~--------~:~~~~~;)--___________ L~=~~~f~----- 17 11 ~ 12 Y 4.500 5.260 ,--------· ----18 --· -· 12 --·---13--· -----·-y·------·--------------·-····---4. soo·---·---· .. -2 ~ 630 · Member. Distributed_ Loads, BLC 2: _ L:;tVE LOAD . I I 1- 1--?) I I I ----------------------. -----· -------. ·. ---------------·--------------------------- Memb I· J Start. · End .Start End No Node Node Dir Magnitude Magnitude Location Location ··---------------~·~~-~-•-•(K/ft,F)~=·•~(K/ft~Ft~~~~=~-~~(ft}-----~-~-(ft}--~~- 5 5 - 6 Y 0.130 : o.iqo 0.130 O.Vfo 0.000 8.670 6 6 - 7 Y ....... _ ..:0..130 p,,z;.jo 0.130 t7-7.-&fo 0.000 8.669 Nodal Loads, BLC-3: ·SEISMIC-LOAD ---· --· ·- ---------------------------------· -------------------.---------------- Node , · Number -----· .. Glo_ba1·--x·-'" ---------Giobal Y Moment . ------------------------{K) -----------------(K)------------------{K-ft)---- 4 6 . 6.0 0 . .. -0-~ 0 0 0 0 . 0 0 0 47/ -9.000--0.000 0.000 11 27.400 0.000 0.000 --------------· -----------_----· -----.-----.·-------------·. ------------------------ Load Combination -Sel:e Wt BLC BLC BLC BLC BLC W · E No. -Description -Dir Fae Fae ---Fae Fae ---Fae ·· Fae DYNA S V ------,----------------------------------------------------------------------+ --- 1 DL+LL Y -1 1 -1 2 -1 2 DL ONLY ----------------Y--1--3:--].:_-------·: ·· -- 3 DL+SEISMIC Y -1 1 -1 ·3 1 4 DL+SEISMIC (OPP) Y -1 1 -1 3.-1 I 5 1.0DL+3Rw/8EQ---·y -1------1 -1 3-3 6 LC#S (OPP) .. Y -1 .. 1 -1 3 -3 -. --. ?--LC# 5 + o-~ 7 LL-------:_ --y-..;. 1··---1 -;. 1:----2-;,;:-. 7 · -· 3:-3 y y y y I I 8 LC#6 (OPP) Y -1 1 -1 2 -.7 3 -3. 9 .85DL+3Rw/8EQ -_y:_~-__.85 _·r:_-.85 __ 3:.3 ...... . 10 LC#9 -(OPP) . Y - . 85 1 - . 85 3 -3 ,..,i,,D~yq:;11.bea1:t:t:mg,i,flc~All:11.a,a.,i,.:l2¥-Ts.s.3:-is-s--:D~aa.:t&.aa------------------------- ... ~er of modes (frequencies) : 3 I · Basie Load Gase -for ·msrie's -..... -·: . . None BLC mass direetion of aetion _ 1 x only; __J Acceleration. of GraY:i;ty : _ 32 ,20 ft/see**2 I I . ·I ----------------------·---------y·-· y---- y y y y y y I I ~1 I- I RISA-2D (R) Version 3.03 George R. Sa'llnders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 9;2108-5707 LEGO EXPERIENCE SHOW GRIDS.B/C BRAqED FRAME Job __ __,,-- Page ef\!D Date ___ _ =============================~ ~====-======-=================--=============· Load Combination is 1: DL+LL Reactions -------------------------. -----------------------------------------------I Node Global X Global Y Moment ------------------~---(k)------------------(K)---·-----. ----(K ft)---------1· . ·----· ---.. . ~ -·· ----------. --------~: ~!j:~----···----------1 ~;: t~~~J ---· -----. ------. ·· g: ggggf ... ---- 3 -1. 60943 8. 28055 -0. 00000 . I . I I- ··) I- -~, _,.:' I Totals O. 00000 148. 37975 --O. 00000 Load Combination is 1: DL+LL --Member-End· Forces------------:--· ----------. ------------' ---------_---------------------------------------------- Nodes ====== === I-Erid ========== =-======== J-End ==========-- No I J Axial Shear Moment Axial Shear Moment - - - - - - - - - - - - - - -(.K) - - - - - - - - ( K) - - - - - - ( K -ft) - - - -..,. - - ( K f -------- ( K) - - - - - - ( K_.-f 1:,y:1 -· -· 1 1-4 112.20 -· 0.·03 .. · .... -0.00 -111.66··· · .. ;..0.03--· · ;~_//O-:S7 . 2 2-5 24.54 0.01 -0.00 -24.17 -0.01 0.24 3 3-7 5.01 -0~00 -0.00 ~4.64 0.00 6.-06· 4 4-5 -1.48 0.17 0.00 1.4S 0.17 0.00 5 5 - 6 · · -O·. 0 5 ·_ -1 . 5 4 · · 0 ~ 0 0 0 . 0 5 2 . 9 0 ---5 . 91 6 6-1 o.oo 2.90 5.91 ~o.oo 1.54-o.oo 1 2-6 3.75 0.10 o.oo _ :-3.38 0.10 o.oo 8 6--3··-·· 3.28 0 •. 10 o.oo -3.65 o·.10·· o.oo 9 4 - 8 110 . 1.6 - 0 . 0 9 - 0 . 5 7 -10 9 . 9 4 0 . 0 9 --- 0 : 0 3 10 5-10 17.99 0.03 -0.24 -17.83 -0.03 0.46 I-_ 11 __ 8-9 -12.90 -0.83 o.oo 12.90 -1.11'--7.6-S-- 12 9,... 10 --12.96 1.11 7.65 12.9"6 --0.83 0.00 13 4-9 1.89 0.09 0.00 -1.73 0.09 0.00 14 9-5· 1. 81 o. 09 o. oo -1. 96·----------o-:·09------o-~ 00-- 15 8-11 96.17 0.01 0.03 -95.98 -0.01 0.00 I 16 10-13 -8.61 -0.08 -0.46 -8.48 0.08 -0.00 I 17 11-12 -0.01 2.28 0.00 0.01 9.80 -14.15 . 18 12-13 -0.08 9.So 14.15 0.08 2.28 0.00 --.--19--8--12---16-:-39----o·: 09--------o-:o·o·-·--·-;;;16--:26------o·: 09-----o··. 00--- 20 12-10-· 16.35· 0.-09 0.00 -16.48 0.09 0.00 I ---. Load Combination is-1 : . DL+LL AISC Code Checks 1------... -----------------. --------------------------. ----. -------·---. ---------. -------------------------------. Nodes Member Quarter Points No I J Maximum p 1/ 4 · 1/2 ___ J/ ~ ________ L ___________ Sl,lear I .. .: "::j. I ----------------------------------------------------------------------------1 1-4 0.6220 0.6130 0.6153 0.6175 0.6198 0.6220 0.0004 . 2 .2-5 . -0.2326 0.2300 .. -0.2307 0.2313 0 .. 2319 -0.2326 0.0003 3 3-7 0.0470 0.0470 0.0461 0. 04.52 0.0443 0.0435 0.0000 4 4-5 0.0242 0.0105 0.0208 0 .. 0242 0.0208 0.0105 0.0038 5 5-6. 0.1180 0.000~ · 0.0428 0.0374 .o. 0167 0.1180 0.0629 I I I _1?\ ·J .,' I- I RISA-.2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRIDS B/C BRACED. FRAME .... {R) Version 3.03 Job _ ___,,,,..---- Page_....,el=l.,_I __ Date ___ _ =====================================================-------'================ . -. ' ---------------------------------------------------------------------------Nodes Member Quarter Points No I. J Maximum O 1/4 1/2 3/4 L Shear I ----------------------------------------------------------------------------. 6 6-7 0.1177 0.1177 . 0.0163 0.0370 0.0425 0.0000 0.0629 7 2-6 0.0431 0.0320 0.0407 0.0431 0.0391 0.0288 0.0015 1---------- 9 8 -6--·3 · ---· o·: 0422--o ~ 02·79-· -o. 0382 --· · o ·. 0422·----o. 039S----o··: 0311 ·---o. 0015 - 4-8 0.4677 . 0.4677 0.4655 0.4634 0.4613 0.4600 0.0009 10 5-10 0.1526 0.1459 0.1416 0.1493 0.15D9 0.1526 0.0006 --1 11 · 8-9 o .1251 o. os·8o 6. 013·0 o .. 0091 o .1065 . o .1251~=-o. 0145 12 9-10 0.1253 0.1253 0.1067 0.0894 0.0732 0.0582 0.0145 13 4-9 0.0184 0.0124 0.0170 0.0184 0.0165 0.0113 0.0014 ----14 ----9-5 ---o-~-0189--o. 0118-o. 0110-_-· o. 0;199------o; 0-175---o. 0128 -· -o. 0014--- I I I _:~) . J I I I I 15 8-11 0.3950 0.3950 0.3947 0.3944 0.3940 0.3937 0.0001 16 10-13 0.0813 0.0813 0.0769 0.0725 0.0681 0.0637 ·-0.0015 17 11-12 0.1240 0.0000 0.0388 0.0764 0.0448 0.1240 0.1281 .18 12-13 .... 0.1243 -0.1243-0.0451 0.0767--0.0391-0.0003--0.1281· 19 8-12 0.1113 Q.1056 · 0.1100 0.1113 .. · 0.1096· · 0·;1048·---· 0.0014 20 12-.10 0.1119 0.1053 0.1102 0.1119 0.1106 0.1062 0.0014 '· ------·----------~··-------- 1- I I ... '~ I I -----------·--~-··-----·--· I '-~ I I I I I I I I . .) I I RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N., Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRIDS B / C BRACED . FRAME --. . . Job_...,.,,._,,... __ Page t'21"2-Date ______ _ ====================== = =====·==·==== = == ================================· . Load Combination is -2 ~ . DL ONLY Reactions -------. -------·-----------------------' ------------------------------------- --· Node···· Global X Global Y Moment ----------------------{J)---------------·-(!}-----· ---------(K-ft)---------·-····-· -------·1-----------------0-~02333·----------~----~ -75~.71191------~ ----··-----· 0.00000 2 0.79343 17.3584~ 0.00000 _ ,· 3._, .............. -0.77010. 4.48077 0.00000 . Totals_ .. ,.'._·-. -O. 00000 97. 55114 0. 00000 ------·-. __... I ------------------------- I I 1--- 1 ··, . _j I I ---. -------------- '· --------·-,- ________________ , ____________ ,, _________ _ I I (") I ,_._, I I_ RISA-2D {R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio.N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRIDS B/C BRACED F~E -. Job ____ _ Page ~I?; Date ___ _ =============== -= ·=============:============-·=====· ========-------------=== . . Load Combination is· 3 : DL+SEISMIC Reactions -------~-----------------------------------. . - Node Global X Global Y Moment ----------------------(K)-----------------(K)--------------(K-ft)--------- I I I ···-····--··--·-··--1-··-··--·---------·-.:o~07242 ·· · · ····--'·-45--~68019---·· -······ · ·-6.00009.; · 2 -2-0.58311 6.51364 0.00006 3 -22.34447 4~_357j1__ 0.00000 Totals -43.00000 97.55114 0.00000 Load Combination is·3 : DL+SEISMIC --·-Member· End·· Forces·· ----····-· ·· ·-·· ·-·-·· ----------------··-·· Nodes· ========== I-End ========== ========== J-End ========== No I J Axial Shear Moment Axial Shear Moment I ----------------(K)--------(K)--~---(K~ft)-------(Kf--------(K)------(K-ft)-- 1 · 1--4·· 45.68 0.07 0.00 -45·:14 .;.0,07 1.19 - 2 2-5 45.47 Q.00 -0.00 -45.10 -0.00 0.07 3 ··3-. 7· . 2.62 -0.00 -0.00 -2.25 0.00 -0.00 4 4-5 22.72 0.17 0.00 -22.72 0.17. 0.00 5 5-6· -·42.92 0,45···· ·. o.oo-·--42,92· 1.47 -4.41 I -.:-:~, ,· 6 6-7 0.00 1.47 4.41 -0.00 0.45 0.00 I 7 2-6 -44.06 0.10 0.00 . :14.43 __ 0.10. 0.00 8 6-3 .47.85. 0:10· o.oo··· -48.22 0.10 0.00 - 9 4-8 59.51 -0.33 -1.19 -59~28 0.33 -1.10 10 5~ 10 24.71 0.09 -0.07 -24.55 -0.09 0.71 11 . 8 - 9 -.. ---10 . 4 3 . --1 • 2 0 -0 • 0 0 · · -.. -10 . 4 3 · 1 . 4 7' -10 . 5 4 12 9-10 -26.20 1.47 10.54 26.20 -1.20 0.00 I 13 4-9 -22.01 0.09 0.00 22.17 0.09 0.00 1-------14 . -9-. 5 26.81 0.09 0.00 -26.97 0.09 0.00 · 15 8-11 65.21 0.18 1.10 -65.02 -0.18 0.00 16 10-13 -5.55 -0.12 -0.7.1 -5.42 0.12 -0.00 I. 17 11-12 36.22 1.4~ 0.00 -36.22 6.16 -9.10 18 12~ 13 -0.12 6.16 9.10 0.12 1.42 0.00 ·· -·---19-----8---12------12 .4o---o-: 09-------0: 00---12~ 53·-··-----·o·: 09·---·-· ·o. oo 20 12-10 33.11· 0.09 0.00 -33.25 0.09 0.00 I ' .. . Load -Comb:fnation-1s_j_ ·:·. DL+SEISMIC AISC Code Checks 1----------·;;d;;------------------------;;~;;-Q~;;~;;-~~in~;_-----. ------···----·--·---· No I j Maximum Q 1/4 1/2 3/4 L Shear ..... -·· - I ( ···:, I \.,J ·-------------------------·--.~--------------------------------·-------------1 1-4 0.1975 O.i872 0.1898 0.1924 0.1949 0.1975 0.0006 .2 2;. 5 0.3197 . 0.3197-0.3194 0.3191-· 0.3188 0.3185 · 0. 0001 3 3-7 0.0185 0 .. 0185 0.0178 0.0172 0.0165 0.0159 0.0000 4 4-5 -0.1466 0.1363 0.1440 0.1466 0.1440 0.1363 0.0028 5 5-6 0.3157 0.2421 0.2498 -0.24.41 0.2712 0.3157 0.0239 I I I 18 i- i I RISA-2D {R) Version·3.Q3 George R. Saunders Associates 3131 Camino Del Rio~, Suite 690 San Diego, CA 92108-5707. LEGO EXPERIENCE_SHOW_~_ . GRIDS B/C BRACED-FRAME . : -·-----:-·· Job _ _,...,,,_...,.. __ Page___.e\..:;..u.! f-1---Date ___ _ ==========·========-==========='=======·=-=======·-============-====-======== ---________ .,, ·-______ ,. ______ --~~ -# -----' ---. --- ~. -~ ... ------. . . ----------------------------------. -------------------------------------Nodes__ _ ___ _ ____ _ No I. J Maximum 0 Member Qu~rter Poi~ts 1/4 1/2 3/4 ' ' - L Shear ------------------------------.. --------------. - 6 -6---7· · -----O ~ 0659 0. 0659 0. 0260 0. 00i8 0. 0069 0. 0000 0. 0239 7 2-6 0.1920 · 0.1817 0.1892 -0.1920 0.1900 0.1832 0.0011 ·· --8· ·----6·------3---0-: 3·149---0--: 3062---o·: 3124-·· -o: 3149·--o. 313"6 · --a-. 3os·s ~ ---b ~-0011- 9 4-8 0.194i 0.1941 0.1903 0.1866 0.1894 0.1927 0.0025 10 __ 5-_10 ________ 0_.l5_96 o._1432 0.1473 __ 0.1514 0.1555 0.1596. __ 0.0014 11 _ 8-___ 9 ___ _c_ _ _Q .1056. 0. 0362 0 .. 0522 0. 0691 0. 0869 0 .1056 0. 0145 12 9-10 0.1577 Q.1577 0.1~90 . 0.1212 0.1043 0.0883 0.0145 13 4-9 0.0960 0.0908 0.0946 0.0960 0.0949 0.0914 0.0010 I I I -·-----14----9---5-------o-; 1369 -o-;1316'---0-.1355----o: 1369 -·-o·.135g-· --0-.-1324·-·--o: 0010··-- 15 8-11 0.2109 0.2109 0.2082 0.20'55 0.2028 0.2001 0.0014 16 10-13 0.0504 0.0504 0.0454 0.0405 0.0355 0.0305 0.0018 11 11~--i2 --·-o·. i~fs<f---o .1258 o .1437 o .16:08 o .1454 o .1856 o. 0604 -18 ·-12_, __ 13---0. 0602--0. 0602----0. 0200----0. 0354 0. 0183 0. 0004 -0. 0604 19---8---12----0-.0560---· 0.0511··· 0.0547 0.0560 0.0550 0.0517 -· 0~0010 - 20 12-10 0.1633 o.16q1 0.1624 0.1633 0.1621 0.1601 0.0010 1-:~) --~--" Load Combination is 3 : DL+SEISMIC _ Nodal Displacements -_ _ -_ - - - - - - - - - --:__-_-::__7"' - --- - -• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I Node -----------------Global· X -Global y Rotation - - - - - - - --- - - - - - - ----- - ( in) - -------· - - - - - - - - - ( in) - - - - - -- - - - - - - - - - ( rad) - - - - - - - -- I I 1 0.00000 -0.00000 2 ----0. 00000----·· --------d. 00000 . 3 0.00000 -0.00000 4 0.16~75 -0.03236 ----------5 ·----0 .13986 -0. 04692 6 0.11609 -0.00251 7 O.i1609 -0.00253 I ~---~-_ ___ g:f~~~~ =g:g~~i~ -------.. ---------1 o -o-:-1 a 115--------=-o· ~ o 5714 I 1-· 11 . · 0.21740 -0.067~0 12----~ _ ---~-~=--·--·-··· -----0 ~ ?_Q59~----· ------···-· ----_ -0. 06797 13 -0 ._20595 --0. 0598;L ---·-----------·· ----. 1 ---------------------- 10 I .. '., .-'' ... --·-·-------------~ -0.00106 .. -(l.00072 -0.00059 -0.00035 -0.00067 0.00021 -0.00059 -0.00032 -0.00004 ---:. o-:-o O 0-4 o------ -0.00056 -· 0.00004 -0.00018 I I -~ RISA-2D (R) Version 3.03 George R. · Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 Job __ ~----- Page--a.C ...... 1.....;\ & __ Date_--'-- I ·:-.:~-_LEGO. EXPERIENCE SHOW _ ~ GRIDS. B/c·. BRACEIY-FRAME:--· ··-------.. -----. ,.. ·==.==============~====== -==,. =====.=·======= -===============· ~============== I --_----~o·a~ -;~~~nation is ·4 : Reactions DL+SEISMIC (.OPP) ----------------.----~--------------·---------------------------------------I Node Global X Global Y Moment ----------------------(K)----------------(K)---------------(K-ft)---------1·· ----··-··· . ----~---;~: ~~:~~ -·---··-·-1~::: ~~~~: . g: ggggg -----· .. . ·-_ .. _ ·-3 .. _ _ . _ . --_ ·--. . 2 0 . 8 0 4 2 6 . - 3 6 . 3 9 5 7 8 0 . 0 0 0 0 0 1 _________ Totals.~-. . 43.000~0 97.55115 0.00000 · Load Combination 1.s 4 -: DL+SEISMIC {OPP) --------Member-End Forces------------------· --·-·-· ---------------------- 1 ---------------------------------------------------------------------------- -____________ Node$___ _ __ =· =====-== I-End ===-====== ========== J-End ========== No I J Axial · Shear Moment Axial Shear Moment 1---------------,-~------_.,. ____ (K) --------(K) ,------(K-ft.) ---,-----(K}'----~~-~ (K) ------_ (K-ft) -- ---·----1---··1---4-----105-;74·· ---0.03 -0.00· -105.21 0.03 -0.43 2 2-5 -14.23 0~02 0.00 14~60 -0.02 0.29 -----------3--·-·3---r----·-· · ·2~ 99··-·· -o. oo -o. oo -2. 6'2 -0. oo -o. oo I -.) 4 4-5 -24.BS 0.17 0.00 24.S8 0.17 0.00 ·:.·_··:.· 5 5--6 -42·;99·--· ---b.82 .. 0.00 -··42_99-1.11 :.1.25 --. _..,__ ----~ . . ·-.. _ 6 6 -7.. "'" 0 . 0 0 1 . 11 1 . 2 5 0 . 0 0 0 . 8 2 0 . O 0 I 7 2-6 47.88 0.10 0.00 -47.51 0.10 0.00 ------a -6-· 3 ··-44. 91 o .10 ·o·. oo.. ·-----44. 54 o: 10 o. oo · ---9 ----· 4 ---8-------8 8 . 4 8 o . 2 2 . o . 4 3 -8 8 .. 2 5 -o . 2 2 1 . o 9 10 5-10 -1.51 -0.06 -0.29 1.~7 0.06 -0.11 11 .8-. 9_ ··-· -26.74---__ :__ 0.18----0.00---· -26.74-0.10'· 0.32 12 9~ 10 9.81 0.10 .. -0.32 -9.81 0.18 0.00 I 13 4-9 24.84 0.09 0.00 ~24.68 0.09 0.00 1---14-----9----5----· --24 .19 0. 09 0. 00 24. 03 0. 09 · 0. 00 15 8-11 65.23 -0.18 -1.09 -65.03 0.18 0.00 16 10-13 . 5.56 0.02 0.11 -5.43 -0.02 -0.00 _ I ·17 11-12 -36.22 . 1.43 0.00 36.22 6.15 -9.01 .... 18 12-13 0.02 6,15 9.01 -0.02 ____ 1.43 . 0.00 ---·---19-----8--12---33-:-1-7---o . ()9-----0 . o o·---,;;. 3 3-: 03 o·:-o 9--------· o-: o o--- 1 _ ~:~~:2:~inati::2 ~:9 4 : 0:~::ISMIC . (:~:~ . . . _ 12_. 36 o. 09 o. 00 AISC Code Checks t-=-----·-·-Nod~~ h .. ·-----·----------------~~~~~-Qu~~~~~-~;i~~~---------,----.. -----· --. No I. J ~aximum _ o __ 1/4 1/2 3/4 L Shear I ----------~-~----------------------------------------------------------------. __ 1 1-4 0.4367. 0.4334 . 2 2 -_ . 5 _. . :. 0 . 0 8 4 6 .... 0 . 0 7 5 0 --._ 0.4342 0.435l 0.4359 0.4367 0 .0002. 0.0774-. 0. 0798-0 .. 0822 0.0846 0. 0003 -· 3 3-·. 7 0.0210 0.0210 4 4-S 0.1436 b.1334 5 5-6 0.2544 0.2304-1·2) .• _· •--. 0.0204 0.0197 0.0191 0.0184 0.0000 0.1410 0 .1436 0.1410 0.1334 0.0028 0.2510 0.2544 0 .-2407 0.2510 0.0180 I I RISA-.2D (R) Version 3.03 George R. Saunders Associates I 3131 Camino Del Rio N, Suite 690 0") San Diego, CA 921.08-5707 Job_...,..,,.,.-,-..-__ Page.~~ ........ \ fJ __ _ Date. ______ _ I , <--' LEGO EXPERIENCE SHOW ---GRIDS B/c· BRACED. FRAME. -. -. -- I ==================== ======= ======= = = ====== ===== ===================== ~ -,, -~ ,-. " -. . . . ----------------------------------------------------------------------- No Nodes I J Maximum Member Quartez-.Points 0 Shear 1/4 · 1/2 3/4 ~ I ---------.----.. ----------------·-. -----------------------~------------- 6 6-1 0.0218 0.0181 0.0093---o.021e 0.0181 0.0000 0.0180 7 2-6 0.3127 0.3064 0.3114 0.3127 0.3103 0.3040 0.0011 I. -----------8 ---·6,._.....-3--· 0 .1·940---· 0 .1852 ---0-.1920--0·.1940-·---0":1912 ----o-:1837 ----. 0; 0011-· 9 4-8 o.2844 o.2so5 0.2116 0.2794 o.28i9 o.2844 0.0011 10 5-10 0.0156 0.0156 0.0132 ___ Q.0107 .... ~ .. 0.0089. _ 0.0117 0.0008 I 11 8-9 0. 0931 0. 0902 6. 0:921.. -· o ... 0930 ---. 0 .. 0931 0. 0923 0. 0018 12 9-10 0.0310. 0.0362 0.0310 0.0369 o.0360 o •. 0341 ·0 .. 0018 13 4-9 0.1264 0.1219 -0.1254 0.1264 0.1250 0.1212 0.0010 ---------14----9--· 5 --· 0 .1044 ·---0. 0998 ---0-;·1033·---0 ;·1044--·0-; 1030--· O-; 0991-----0. 0010 -- 1 15 8-11 0.2108 0.2108 0.2082 . 0.2055 0.2028 0.2001 0.0014 16 10-13 o. 0343 -o. 0343. o. 0334 _______ o. 0325 o. 0315 o. 0306 o. 0003 I I.~-. __ .... I I I 17 11-12 0.1813 0.1221 0.1402 0.1574 0.1422 0.1813 0.0603 .18 .12-.13. o.0593 0.0593 -o.02·0:i.---0.0354 ----0-.0182 --0 •. 0001-0.0663 19 -.. -8-12 --0 .1629 0 .1603--· 0 .-1624----0 ·.1629----0·; 1620 --0·.1597 0. 0010 20 12-10 0.0559 · 0.0515 0.0548 0.0559 0.0546 0.0510 0.0010 ' -------·-··--__ ....::_ _______ ·------~-· ---~ Load Combination is 4 Nodal Displacements DL+SEISMIC (Ol?P) -------------------------------------------~ . -------------------------------- Node ----Global X -· · Global· y--Rotation - - - - - - -- -- - - - - - - -- - - - ( in) - - --- · - -.. - - - . -·-· ( in) - --:----· ----·. - - - - - - ( rad) - - - - - - - - - 1 -0.00000 -Ow00000 0.00092 ~--~0.00000 -0. 00000---· ... 0. 00063 3 -0.00000 0.00000 0.00059 4 -0.16515 - 0 . 0 751 7 . 0 . 0 0 0 6 7 5 -0 .14008--------------0.01494-------·-0.00087 6 -0.11628 -0.00197 -0.00009 7 -0.11628 -0.00290 0.00059 8 -0~22210 -0.10i89 0.00083 9 -0.21422 .. -0 :04457. 0. 00062 I I ------10--------0·-;-21-733---------o~ oi563-------o-. 00093 -----·- 11 --0.29398 -o .11877 0.00101 12 -o:2s250 13 -····· -------. -Cf.2825i _-_, ~ :~_-_Q • __ 0572_9 ___ -------_ O ~ 00070 0.01356 0.00089 1------------... - I 10···· I ·--·-------------------- I I I -~ J RISA-2D (R) Version 3.03 George R. Saunders Associates 3131 Camino Del Rio N; Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW GRIDS B/c-BRACED FRAME ----- Job ____ _ Page. ___ ~,...3 ..... 111.....__ Date_. ___ _ =================. ---=====. =---=--==---. ------: --. ---------------------------' ------------· -·---·-----·-··-·---------·--·-------I I Load Combination is 5 : 1.0DL+3Rw/~~Q AISC Code Checks --------------------------------------------------------. -------------. ---. --- Nodes Member Quarter ;J?oints - No I J Maximum 0 1/4 ·1/2--·-·· 3/4. L Shear ----------------------------------------------------------------------------1 · ------~---~=--:-----g ~·~:1r .. -~ g: ~;~: -g: ~::iir .. -· -g: ~:~:--g: ~1~:----g ·:~:fr-·---g: gg~{ __ _ 3 3-1 o.Ol.59 . o.·0159 0.0152 _o._0146 ____ 0.0139 ___ 0.0133__ 0.0000 I ~ 4-5 0.4292 0.4218 d.4274 -0.4292---044~74 0.4218 0.0028 5 5-6 048569 0.7267 0.7323 0.755i 0.7974 0.8569 0.0299 6 6-7 0.1130 0.1130 0.0614 0.0253 0.004.9 0.0000 0.0299 ------------7----2----· 6---· 0. 5712---0. 5609--· 0 ~ 5684----· 0. 5712----0-: 56·92··--0 ~ 5625------0. 0011 - I 8 6-3 0. 9210 0. 8997 0. 9154 0. 9210 0 .. 9166 0. 9021 0. 0011 9 4-8 0.1447 0.1383 _ 0.1151 ____ 0.099Q. ____ 0.1218 ... 0.1447 0.0068 10 5-10 -0.3144 0.2938 0.2954 0.3017 0.3081 0.3144 0.0036 I _ 11. .. 8:-____ 9 __ ··;· 0.3154 0.1653----· 0.1978----0,2360---·-(h2752-0.3154 0.0280 12 --9--10 --0.3646 0.364.6--0.3244 ---0.2852--0·;2470·--0.2098· 0.0280 13 4-9 o.2892 0.2840 0.281a o.2892 o.2882 o.2847 0.0010 14 9-5 0.3857 o .. 381sr-· o.3841 ·--0-.3857'--o.3.85.0 .. 0.3827 0.0010 I 15 8-11 o.2346 o.2346 o.2234 · o.2156 o.2078 0.2001 o.0043 _)---16 ·-10-13 --· 0.0723-· 0~0123 .. 0.0619 ... 0.0514 ... ___ o·.04.09 0.0305-· 0.0038 - 17 11-12 0.4444 0.3773 0.3970 -0.4158•. 0.3986 -0.4444 0.0605 I 18 12-13 0.0613 0.0613 0.0200 0.0356 0.0187 0.0009 0.0605 19 · 8---12 ---o.2440 0.2391. · 0.2421------0.2440·--o.2430 ·o.2396 0.0010 20 12-10 ---o.3-840 o.3805 · · o;383o·-···o.384o··--o.3834 · o.3812· 0.0010 I- I . Load Combination is ·6. : . LC#5 {'OPP) AISC Code Checks -----------------------------------------------------------------------------. Nodes -------Member--Quarter--Points· -------- No I J Maximum 0 1/4 1/2 3/4 L Shear I 1 1-4 0.1126 o.6796 o.6879 o.-696i · -o.·1044 o.7126 0.0010. 2 2-5 0.4051 0.3896 0.3935 .0.3974 .• 0.4013 0.4051 0.0005 --------3--3 --7--o ;·023 6--o-. 02 3 6--:·-o·: 02 29----o·: o 223-o-: 0216·---o-:-o 21 o----o: o o o o·--- 4 4-5 · 0.3998 · 0.3885_ 0.3970 0.3998 0~3970 0.3885 0.0028 I ----~ ~=---~ -----g:-61~r----g:~~~~---g~6~!l~--:~~-:6!-~r----g:-ci~g~ ---·g:b~~~-g:gi~~ 7 2-6 0.9132 0.8947 0.9089 0.9132 0.9076 0.8923 0.0011 I _ -----8 ----6----3------0. 5766---0-.-5678-0-.57-46-~{h-5766-·0-;·5738--· 0. 5663-· ··---o-. 0011- 9 4-8 0.3887 · 0.3815 0.3727 0.3719 0.3803 0.3887 0.0059 I 13 I 10 5-10 0.1719 0.1597 0.1502 0.1523 0.1621 0.1719 0.0031 11 -8;.. 9 -0:2,965 o.2iss------0··~·23·13·--·-0~2sao-·--o.·2111 · · 0.2965 o.01s3 12 9-10 0.2355 . 0.2355 0.2167 0.1970 0.1762 0.1591 0.0153 13_, ___ 4:: ___ 9 .... o.3548 .... 0.3519 ... o.3542. · o:354g·_ 0~3538 .. o.351i 0.0010- 14 9--5 o.3147 0.3101 o .. 3136. o.3147 o.3133 o.3095 0.0010 15 8-11 .0.2346 0.2346. 0.2234 0.2151 o.~079 0.2002 0.0042 16. 10-13 0.0564· 0.0564 0.0500 0.0435 0.0371 0.0307 0.0023 I RISA-2D (R) Version 3 .-03 George R. Saunders Associates I 3131 Camino Del Rio N, Suite 690 .. San Diego, CA 92108-S7-07 I () _ LEGO EXP~RIENCE sHow· . -GRIDS-B/C. BRACED-FRAME -··----·..:: _____ -----... -- Job ____ _ Page._e;t....._1 ..... .¢? ___ _ Date ____ _ ' . , ' -. 1 I ---------------------------------------------------------------------------- --------------------------' ----------------------'. ---' ------------------------- Nodes·: __ No I_ J Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear -----------------__ , ------------------------------------------------------------ 17 11-12 0.4309 0,3664 0.3864 0.4055 0.3889 0.4309 0.0602 18 12-13 0.0592 0.0592 0.0210 0.0361 0.018"8 0.0005 0.0602 I -·-------19·---8=-12--~--o-~ 3934-----o. 3806 ·--o-~ 3828---o·; 3g34---o-: 382-s··-· 20 12-10 0.2440 0.23"96 0.2429 0.2440 0.2427 0~3800: ___ 0.0010-· 0.2391 0.0010 I ---------------- 1 I I ,_,~·)· --~ I I I I 1. 1---------------------· ·-·-·---· . --·· -- I lo I '· ----------------· ---------------·-·------ -----------·------------------·-----·------------------------------- I RISA-4D (R) Version 3.03 I George R: Saunder~ Associ~tes 3131 Camino Del Rio N, Suite ~90 . San Diego, CA 92108-5707 Job. ____ _ Page__.,.e)""""l_q __ Date ___ _ I.@ -:~l~;~~ii:g:i=~IE . --. . . ~ ------- -·--:--. .. ---· . . =========· ==== -=====================· -====· =====---------------------------- I -----··------. -----··--~. ---~------------~--,._ ---. ---· --------· .. . -----Load Combination is 5 ·: . -· Member End Forces . . _ 1.0DL+3Rw/8EQ --------------------------------------------------------------------------I .. · · · No ~ode~ --· · ~i;;:=== = ~h=~~ === Mo:;~~ -~i;i= .=== ~h!~~ ====;;;;;; ---------------{K)--------{K)------{K-ft)-------(K)--------(K)---~--(K-ft)--1···----~ ·--~:---: · ~~:-:i~------_g:~i --· · ------~g:·gg -1~:::r-·-··· -·-g·:~i ____ ··· ---~:~; ··- ... _ -· _. 3 --. 3 ::-.. 7 . _ .. . 2 . 2 6 - 0 . 0 0 -:-0 . 0 0 . -:': 1 . 8 9 0 . 0 0 - 0 .. 0 0 I .. ··-·· 4 -4·_ 5 70.33 0.17 o.o.o -70.3.3 0.17 0.00 5 5-6 128.81 0.09 0.00 -128.84 1.83 -7.56 6 6-7 0.00 1.83 7~56 -0.00 0.09 0.00 ··· -----1 -2-----6---·-136-·;·oo· -------o ;10····------··· o-~ 00,--136-;31·-·--··--·-· o .10---·· --· o. oo----- 1 8 6-3 140~6_2 0.10 0.00 -140.99 · 0.10 0.00 .. ·-·· 9. 4-.8 30.54 -0.87 -2.82 -30.31 0.87 -3.28 10 5-10 50.92 0.24 0.15 -50.77 -0.24 1.53 1---------11---8---9-----47.61: ----2--.58 o.oo--------47-.6:1-.. 2.85 --21.41- ------12 --9--10-··--62;22 2.85 21.41 ·-62.22 -2.58 0.00 13 4-9 -68.8~ 0.09 0.00 69.02 0.09 0.00 · ----·14 ···9-5 77.81 ··· o'.09 o.oo -77.97 o.o9 o.oo I ,''\ 15 8-11 65 . .20 0.55 3.2'8 -65.01 -0.55 0.00 . ::) ·16 10-·13·.-·· ·-·· · 5.54 · .. · .... -0.26· ·-1.53 .. ··-5~41 0~26 -0.00 .17 11-12 108.65 1.41 0.00 -108.65 6.17 -9.19 I 18 12-13 -0.26 6.17 9.19 0.26 1.41 0.00 · 19 8--12· ·:.57~97 o:og-··--o~oo 58.-10 0.09· o.oo I ···-·-·--20··12--10 ···-· 78.72 0 .. 09 0.00 -78.85 0.09 · 0.00 . Load Combinatiofl ... is 6-:-----LC#5 {OPP) Member End Forces '·· -------------------------------------------------------------------------1--N;··· ~ode; -· · ~i;l----~ ~h!~~ ---~M;;;~t ~i;l ===== ~h!~~ ==== M;;;;~ ..... . ---------------(K)--------(K)------{K-ft)-------{K)-:-------(K)------{K-ft)-- 1 1 1-4 165.81 -0.12 -0.00 -165.27 0.12 -2.05 2 2-5 -73.93 0.03 -0.00 74.30 -0.03 0.50 --------3--·3·---1·---3-:3s------o-; oo----,_o-. oo· -2-:9a---o-. oo-'-----·----=-o~ oo·--·· I 4 4-5 -72.48· 0.17 0.00 ~2.48 0.17 0.00 · s s-6 ___ :·J-l.?_~~_1 ___ , _____ 1.18 o.0_0 _________ 12a!9_1 o._74 1.~o . -·-·--·-6. -6=-··1·--0.00 . 0.74 -1.90 0.00 1.18 0.00 7 2-6 139.83 0.10 0.00 -139.46 0.10 0.00 1--:-:=-----~------ii~·: :~ --··--···-· g: ~'~ · · ~ ·: g~-------=ii;·:~~--_g: ~~-----··-----· ~-:2~-- 10 s-10. -21:13 -0.21 -Q=~o 21.88 o.·21 -0.93 1·-·-···i~ ·--·:= 1~ . ::~::; -i:~: -1f :f~ -!~::; -i:;: 1~:~6 --13 ·-4-. 9 .. _,· ___ ,._71,.69.... -.0.09 0.00-. -71.53. -. -0.09. 0.00 1u i: ~= 1i -~~:~: _g:~: -~:g~ -~~:g; g:~~ .ug 16 10-13 5.58 0.16 0.9~· · ~S.44 -0.16 0.00 I I I RISA-2D George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-57.07 · (R) Version 3 . 03 Job....,____,,,.....,,...___..-Page,_-=~;;..:..-,µ;,.;..._ __ Date. ____ _ ::) I '· J LEGO EXPERIENCE SHOW .. GRIDS B/C BAACED FRAME-· . -. ' ' ' -----------------------------------------------------------------------------------------------------------.-------------------------------------------- 1 . . ----------------------------------------------------. ------. ----------------- Nodes ==========.I-End========= ... == = ===== J-End ========== No I .J Axial Shear Moment Axial Shear Moment I ---------------(K)----·---(K)------(K-ft).----~--(K)-•~---~-(K)------(K-ft)-- 17 11-12 -108.65 1.44----o~oo 108.65 6.14 -8.92 18 12-13 0.16 6.14 8.9~ -0.16 1.44 0.00 I I ·---·-19 --8-12 ·------·-78: 73-·-. ·----o--: 09----·-----o. oo----:--=1s·: 60 ___ --·-··o ~ 09-----· o. oo --- I I I-~> _,;- I I I I 20 12-10 -58.10 0.09 0.00 57.96 0.09 0.00 ---------·--· --·--------··--·-·----------------------------·------ -·---,------•r ---------~-------.--------------- -----~ ·------~------·---~-~----. . . ----. . -------- ----------- I I I ,o I ---· ---··----·--·-·-........ ---~---··----.---···""""·-~-----·--·--. --·--·-------· -- -----···-------------------------- ---------------~ ------.--------~ ----·· -- ... ,-... -........ --~ - (R) Version 3.03 I I RIS,A-2D George R. Saunders Associates 3131 Camino Del Rio N, suite 690 San Diego, CA 92108-5707 Job _ ___,,,...,._..--- P age. ___ ~--...... 'l----:....1 _ ,,-":\ Date ___ _ I ·: j LEGO EXPERIENCE SHOW · ··GRIDS B/C BRACED FRAME·. .. ·--·--· ,. ··~------------I ' ==================== .===========.====· ===·=======·=======================·=· ENVELOPE SOLUTION AISC Code Checks I I ---------------------------------------------·---------------------------Member Quarter Points. Nodes No I J Max le o le· 1/4-·le: 1/2 le 3/4 le L le Shear le ---------------------------------------------------------------------------I -~s-~ · --· ~= ---:---g: ~~~. -~ ··-g: ;r ~--g: ~:-~·-·· g·: ~~--~--~ g: ~r·-·r·-g·: ~~ --~----g: gg (;710l.1 Li 3-1 0.034. 8_ o.o3 __ 8 ... .o.o3 ___ 8 ____ o.o3.~ 8 ___ 0.03 _ 8 . o.o3 8 o.oo 4 4 - 5 0 . 4 2 9 9 0 . 4 2 . 9 -.. 0 . 4 3 --9.... . 0 . 4 3 9 0 . 4 3 9 0 . 4 2 9 0 . 0 0 5 5-6 0.894 7 0.73 9 0.74 8 0.76 9 0.80 7 0.89, 7 0.05 6 6-7 0.145 7 0.15 7 0.06 7 0.06 8 0.04 8 0.00 8 0.05 I . ---------1 ---2----6--··· o-~ 922--8-· o ~ 90---8-o: 92---· 8 --o. 9-2---9--o. 92-9----o. 90 -8 o-: oo - I 8 6-3 0.930 7 0.91 7 0.92 7 0.91 7 0.93 7 0.91 7 0.00 ri.'1'>-/ 9 4-8 . 0.468 8 0.49 __ .. 8 .. 0.45 ... 8. 0.45 .. 8 0.46 8 0.4,7 8 0.01 Cc<..-S G ' . --, 10 5-10 0.343 7 0.32 7 0.32 7 0.33 7 0.34 7 0.34 7 0.00 I 11 8-9. 0.314 .. 9 .. ·0.23-8--0-.25---,8--0.26-8----0.28· -8 -0.31 9 0.03 12 9-10 · 0.389--1-· 0.39---7--0-;3_5---7--0·.30··-7--0·;26· 7 0.22 7 · 0.03 13 4 - 9 0·. 35 6 8 0 . 3 5 , 8 0 . 3 6 8 0 . 3 6 8 0 . 3 6 8 0 . 3 5 8 0 . 0 0 14 9-5 --o.387 ·r o.38..:_ r····o::39--r·-·0~39· 1--o.39. ·1 o.3-a 1 o.oo ~·s (is 8-11 o.298 1 o.30 7 · 0.29 7 0:28 7 0.21 1 0.21 8 o.oo -.~JL16 10-13 --0.081 1 o.o9 1.. 0~08 .... 1 .. 0.06. 1. o.os -1 o.o4 -8 o.oo 17 11-12 0.47_0 7 0.38 9 0.41--7-0.43--7 -0.41 _ 7 0.47 7 0.09 18 12-13 · 0.085 7 0.08 7 0.03 8 0.05 8 -0.03 7 _ 0.00 .. 7. 0.09 19 ·8-·12· o.404 -8 o.40 9-o:40---9---o.40 8 o.40 8 o.40 8 o.oo 20 12-10 0.404· 7 0.40 ··1--·· 0.40··-7--· 0.40·-7· 0.40 -7 0.40 7 0.00 I I -... . -------------·-------·---.... '· 7 8 7 7 7 7 r- 1 7 7 7 7 7 7 7 7 7 7_ 7 7 I I ----------------·-------· --------------------------·-·--·- 1 I ----- I ,u I . --·· -~ ----------.. ---------· --· ··--·---. -·--· __ .... ------------------ -----·---· -----·--·-··· --... -----· r--•-·• ------·-••------•-• ----·-~--.,--,---.....----· -••·-· I I _ .. ~':'\ RISA-2-D {R) Version 3. 03 George R. Saunder~ Associates 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-!?707 Job---'-......... --Page_ ~#= Date ___ _ . .. I I ' ·. ,·-LEGO EXPERIENCE SHOW ... GRIDS B/C BRACED-FRAME -- I I I I =================-== -=== ·======= -=-==========-== ·======= ·=============== ENVELOPE SOLUTION Member Section Results ---------------------------------------------------------------------------Nodes -Member Quarter Points No I J I-End 1/4 . i/2 3/4 J-End --------------(K~Kft,in}LC(K,Kft,in}LC(K,Kft,in)LC(K,Kft,in)LC{K,Kft,in)LC--. 1 · ----1::----4--· A----19i: 35 --8------19r~2r--8--·· 191-: 08 --8----190·. 94 ----8 --190·. 81 -8 ----- -25. 74 9 -25.85 9 -25.97 9 -26.08 9 -26.20 9 V . 0.18 7 0~+8 _7. __ 0-.lS-7 _ 0.18 7 0.18 7 -0,13 10 -0,13 10 -0,1~ 10 -0,13 10 --0,13 19-··-· M 0.00 7 0.53 10 1.05 10 1.58 10 2.10 10 -0.00 8 ~0.74 7 -1.47 7 -2.21 7 -2.94 7 -t.-5 -----------·----n----o. ooo--7----0-:143--10------·o: 277 · 10 ----~ o ·: 397 10 ----o. 493---s ---- r,-.;L,'( 0.000 7 ""0,1s0 1 -o,289 1 -o.4oQ 1 -o.491 9 r 2 2-5 A 111.41 7 111.32 7 111.23 7 111.13 7 111.04 7 I 1 -.---~ • • l .· ... _.:·/' I I I I 3 4 3- 4- v- M D 7 A V M ·:o 5 A V -76.27 10 -76.35 10 -76.43 10 -76.51 10 -76.59 10 0 . 0 3 · 8 ---0 . 0.3 · 8 --· 0 . 0 3 · 8 0 . 0 3 8 0 . 0 3 -8 ·-· -- -o , 01 -9 -0 • o 1 -9 -· ----o·, 01 -9 -o , o 1 9 -o , o 1 --9 -----· 0.00 8 0.04 9 0.09 9 0.13 9 0.18 9 -0.00 7 -0.14 8 -0.~8 8 -0.41 8 -0.55 8 0.000 7 0.099 10 -0.200 10 0.306 10 0.420 8 0 , 0 0 0 T · -""9 , 10 4 7--· -0 , 2 0 8· 7 --0 , 313 -7 -0 • 4 2 0 9 4.89 B 4.80 8 4.71 a 4.62 8 4.52 8 _ _ _ 1_. 84 9 _ i . 7 6 9 . 1 . 6 8_ _ 9 l . 6 0 9 l . 5 2 9 o.oo 9 0.00 9 o.oo 9 0.00 9 0.00 9· -0 , 0 0 7 -0 , 0 o. 7 -0 , 9 9 ·. 7 -0 , 9 0 7 -0 ~ 0 0 -7 -· 0.00 8 0.00 & 0.00 8 0.00 7 0.00 7 -0.00 -7 ---0.00--7 -· --0.00 9 -0.00 9 '·-0.00 9 0.000. 7 0.087 8 0.174 8 0.262 8 0.349 8 0,000 7 -0,087 9 ~Q.174 9 ~Q,261 9 -0,348 9 10 • 4 9 9 70 . 4 9 9 7 0 . 4 9 9 7-0 . 4 9 -9 -· · 7 0 ·. 4 9----9---- -72.76 8 -72.76 8 -72.76 8 -72.76 8 -72.76 8 0.17 7 0~09 7 0.00 9 -0.07 9 -0.1§ 9 0.1s 9 0.01 9 -0,00 1 _;0,09 1 -0.11 1 M o;oo 7 -0.44 9 -0.58 9 -0.44 9 0.00 7 .. ---------o~-o o·--?----o: 51-, ----~ o·-: 6 9-7 -o-~ s1----7-------· --_; o: o o--9------- 1 ----. ----D ~:~~~--r_ -~;~~~ ~· -~:~;: --~ --~~:t~~ ~. --~:~:~ ~-~~- 5 5-6 A 128.84 9 128.84 9 128.84 9 128.84 9 128.84 9 -128.92 8 -12S.92 8 -128.92 8 -128.92 8 -128.92 8 I -----------------------·-v --1.s1 8··· --.. 0;89-s---· -0.21-10---·---0;14·--10---o-~s.s-10-· - -0.01 9 -~,41 9 -1,12 7 -2.04 7 -2,96 7 I 1U I M o.oo 7 0.45 9 1.80 9 4.29 7 9.71 7 0.00 7 -2.93 8 ~3.87 8 -3.08 10 -2.33 10 D 0 . 0 8 0 10 0 . 0:5 4 10 0 . 0 31 10 0 . 013 10 0 . 0 0 0 7 ---------~----· --0.111 -7-----9.980 -7----0,050-7 -0.021 7 0,000 7 I MARTIN & MARTIN, INC. JOB ~12 --· kf{::;;Q fb<em~,~of.: . 19 Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 SHEETNO. . .e12-,; OF ____ _ CALCULATEDBY 10.e : DATE J/1 g .. . I . . . . .. .... Fax (619) 497-0429 CHECKEDBY-------DATE ____ _ p ·-0 • ~ HO ·-·-• • ~ 0 0 0 ~ " -· • 0 ., 0 .. SCALE...,._------'------------. . I • !. .2 3 4 .s tt. 7 .s. --1 •• 2, 3 .,L s -6.-:, s -1 2. s • .: s. s ;. -s 1 ~ -~ · .: s -£: 1 -· s · ,. ·2 3 , ,s s· 7_ _e . t '2 ~ ,,: -s ·. e · 7 e , --z • 3 .: s e: r e , 2 s · : ~j~~{a.~ ifui!i ~~· <t < ··: :-·_:; .-.·· •.• 1 ~ · ·:-~--~---. ------~:·:;~-~::::"-·. ·ihtr ::·i;~-~-:-··------_--·-·:~~~:~~---~----:r···:::.--:-·.-:··;··:-·=:·_··:·::;·--·r~--:···~::-·:·--:·:;·--::··--_ ·;·--:-··.-.-:_--::--· ___ ... _ .. _ -,. ::-.. _..... : : ,. µ~ .. 11~0:, I T'f'P. -. .. . l.Y ·-·-: .. -·.. , ·. .. .. .. . . . . s I 2 . ~11/4¥ ,:! 'E,~: ~-~q~ N: ~ : : : . . } . . ( C •. . · · · · . : • • • ~ • • • • ' < • • • • • c::-, ... •• ...... : : •••• ·:· ••• ······.:· • ~ •• • • ,-,oo • •• •o qo ;,_,, ••-• •-.:•• .. ~ •.,,; >•O ... ::, :, OoOH .... i•• "•::. ,000 .. 0oO ,oo,-, ....... :: .. Oo O > ,.,,,~--•• ,._,., 0 "'t" OOH: .. :• • • "•,••> 0 "'l ... O oO •• 0 o _, ,,. ••• --: _,. ........... ---· & ··- .. ~- I .• -•••• -• • •• • .• • l • --·· -; . .. -... .. . . . . . : . . -. : . -·: - -------. ·. -~·-·· ---~-----'>-----~L .. ________________ · .... ; --~-·~.---------... ___ -_· __ . -. • • • E. :.:..' ~ :· -... ~--·-- . s ,... ·---I =-:n =======::::::::::::======= JOB~woWD-"'. Uz6c, tx'Pf?ifYf-~?i' I I I ;, SHEET NO. · ~~F _· ____ _ CALCULATED.BY ~·. . . DATE -1-V--1':l=S:-_ __ ' . ' z . . • ... I .. •1 I. . . , I I I I I I I I I I I I MARTIN & MARTIN, INC. Structural & Civil Engine~rs 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . - Phone (619) 497-2118 Fax (619) 497-0429 ... ···--··---- ' -------- . -:· .,.: . ~ .. •••• r--.... -·--·-·· • ··-·-. ·-••• ·--·-___ ......,.. ....... ,..c... ___ ,--__ -··· -: ... ·-·· -.. ·-: .. • -·· ··s ··-·-.. - JOB _Lt=la""""·o....,,.W~D---~ __.l.:_i£t_, ____ ....... #:X ..... W ...... i-'+$~~----4-· __ _ SHEET.NO. . ·. ~.-v:; OF ______ _ CALCUL,ATED BY .... 1'-tl .... t. _______ -,--_ o~TE -,.;--V_1+is ___ _ CHECKED BY----------------DATE _______ _ -~·-s~ALE: BAA·a:o.· r~AMv-1 ~1-cpl~~·N~."~ ~-- ·-· ... · ... ) ............ -~ ........ : . -.. -~ :.• .. ~ '· ? • ···; -~ ': ~--~-. ~-,_. ":' ··: ... ·-. ·- . __ ,. __ ,. ___ ,, ............. ,. .... ------' ~-.. ___ _,: . ; ; -: , . . , -·-· :· .-,. -]--.~:·.~-'..:. :-._.::, --~.'. :.J-.... : .. ."' . . .:.·.. . , .. ·. . .... : I . , • .... :· ·) -<'.·'-,a:.;,.. 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BRACED FRAME . ·. 1· I I ' ---------.--. --. :::--::::-:::::::-.~ .. -_ ... _·_ --::---::-::-.~-:-_-:-_-:_-:-------.-~_-:_-::-.·.-:-.--:.-. ------:-.-.. :.-~::-_-:---._-~=~~----- Load Combination is 5 : 1.0DL+3Rw/8EQ Member End Forces --------' ------. -------------. --. -----------·--------------------------------- Nodes =====-====··I-End========== = ======== J-End ========== No I J Axial Shear Moment Axial Shear -Moment --- -_;:..--.--. -:'. ~ :-. -.--:.:-. (K)__::_:-_.:, ..:..:::.-_J~t:.::::-. .:-_:_:J~:ft) - - - - - -""'(K) - - - - - - - -(K) - - - - - -(K-ft) - - 1 1-3 -0.05 -o.oo 0:00"" ____ -·o:36·--------0:00--------0-.00-_. 2 2-5 67.95 -0.00 0.00 -67.64 0.00 0.00 _ 3 3-4 159.00·---· --0.36 0.00 -159.00 3:-_.81 . -11.23-·-lof. 4 4-5 0.00 1.81 1.1.23 0.00 -0.36 0.00 ,~~ 5 1-4 -146.91 0.18 0.00 147.49 0.18 0.00 6 4-2 152.04 0.18 0.·00 -152.62 0.18 0.00 _ ---·-------·---------~------------------------___ -__ _ --------·------------------... ···--·------- Load Combination is 6 : -· LC#5 (OPP) -.<---- Member End Forces -. ---------------------------------". -------------------------•' --------------·----- Nodes · · ·--~-· ·-·.I-End··===-===_= -· =::,;== · =====-J.-End. ==-__ .= .. == ______ _ No I J Axia:i, -· .. Shear --Moment Axial ·· ---··-Shear .. --Moment ___ _ ---------------(K)--------(K)------(K-£t)-------(~)--------(K)------(K-ft)--·-- •. _'. -:·) 1 1-3 ~0.05 o.oo o.oo o.36 -·-·-o··.oo----·----o.oo_-· ... . . · 2 2 - 5 6 7 . 9 5 0 . 0 0 -·O • 0 0 ;; - 6 7 . 6 4 - 0 . 0 0 - 0 . 0 0 . I 4 4-5 O.OD 1~81 11.23 0.00 -0.36 0.00 . -5 1--4 --.. ·-15 2 . 5 8 0 . 18 0 . 0 0 -15 2 . 0 0 0 . 18 0 . 0 0 ·_ ·6 4-2 . -147.54 0.18 o.oo 146.95 -0;18---o.oo .. - - -----. . - ""l 3 3-4 -i59.00 ~0-:36. 0.00 159.00 l_.81 -11.23~: I Load Combination i$ 7 : --Member End Forces LC#S+0 .·7LL '· --------------------.-----------------------------------------------------1 No ~ode~ · ~i;~===== ~h!~~ = ==;;;;;~~ ~i~l-~-~~-~:_. ~~!~~--=~~~~~~;~~ --·- - - - - - - - - - - - - - - - ( K) - ---: - - - - - ( K) - -.-- - - ( K-t t) - - - - - - - ( K} - - - - - - - - ( K) - - - - - - { K -ft) ---:'.' I 1 1-3 0.01 -0.00 0.00 0.30 0.00 0.00.:::. 2 2-5 79.56 -o.oo_ o.oo -79.25 -o.oo··--o.oo~ _________ 3 3-4~ 159.00 -0.30 0.00 -159.00 2.32 -13.55=: 4 4--5 ---o.oo 2.32------13·:5s---·---·-o-:oo-·------o-;-30-·-··--·----0.00~~:·1 I s 1-4 -146.31· 0.18 o.oo 146.89 O:·:--ie o.oo=- 6 4-2 /;~:~;_-~a/ 0 ~ ::~--1s3.22 _-_o.ia _. o.oo . .: I · -· v9£-r-,;;-~~-etc~"-----------------· ----·- -: .. M vvOt-~('"I~-,. $t;? IQ --f ~i~~;:t'$'°~s ~ I _, ... - -------------···------------·---- I ,,:===========·=$=M-=-=-=-=-===·=-=·=--=-·-=·=-=-=·=---=-=~~=-=-=~=~=-=-==·=- MARTIN & MARTIN, INC. JOB L.~D--~ fXi:f:lilt}id I Structural & Civil Engineers SHEET No. · 6(2,,,-1 oF ____ _ 7801 Mission Center Court Suite 400 r;J · · I 4 ~ ·. ') SAN DIEGO, CA92108 CALCULA'reoev Jl"e · DATE---:r-f/_::,.....,.,.._ __ Phone (619) 497-2118 I _ faxJ~19-) ~~7-Q4~9 __ . _ CHECKED BY---------'--DATE-·...,.. ____ _ ..... . . . .. . --~ . .• . SCALE------,------,------"-----. . ' . 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JOB t.,i1,r..,t:'t).:Wb -Li{,12 ~_x~fi,~~ , I Structural & Civil Engineers SHEET NO · .!a:l::4 oF • ~-7801 Mission Center Court Suite 400 -· --tJ-J-.---""""-"'--1--. -...t;_a_a._· -- ' '} SAN DIEGO, CA 92i08 · CALCUJ.,Areoev · · · oAre ..... 'I ___ J......_r;,,, ____ _ Phone (619) 497-2118 I Fax (619) 497-0429 . CH~CKEO BY . . DATE . . -_· ---· -· -... ---:--:· ---· --SCALE ml#' -ff-Ab{:ji, · t:<ti---,···loNDHuw .. ~~ .. - -. . . 1 2 ~ :. s s 1 e 1 2 s ,, .: ;) s-_ -; -5 1 . 2 3 L ~5 s· ·, e 1 2. t . .1. s: e-· ·1 _ S 1 2 s 4 ,s ~ z e 1 2 ::._ 4 5 s , s -:. ·. 2 :.: ~ s 6 ; 2 1. 2 :s , ____ • :_ ~ .~ ..... -~ ·, .. ·-..;.: ... _. :: .... · ·.;~~--~~-~-1· . .-:· ...... ,-...... : .L .... ;,__,.,, • • • • i' -··-----~! ....... ·. -·· ·~· ........ ·····i ·:-:..-.;._' .:.··:···~ ::· .. ' :· ·., ..... · :!·--.· ··-. 3 - I -------" I . ------------------ 1, In I ·~ RISA-2D (R) Version. 3.03 George R. Saunders Associates, 3131 Camino Del Rio N, Suite 690 San Diego, CA 92108-5707 LEGO EXPERIENCE SHOW -GRID· 5 BRACED" FRAME·--' · . : ·· · ··--·-· ·· :: Job ___ -- Page EJ;o Date ____ _ ,- =============== ·======= ~======================================:============- Lo~d-Co~-ination· is· 5·: · 1. ODL+3Rw/8EQ · ~---·····-··-.. - Member End Forces · -· . · · ----------------------·---------------------------------------------------- -~ Nodes ·----------I-End ========== ========== J ... End === ·====.== ~ o I · J . ____ Axial .. : . Shear .. Moment . Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)----~---(K)------(K-ft)-- 1 .. -1-___ 3._ -----90-, 96-_:_.:_ ____ ,0.0·6 -··---·· -0-~ 00--·-·-·-···-9-1; 33· -· · -.. · 0. 06--· -· -1. 00 · I 2 2-5 -111.66 -0.06 -o.oo -111.29 0;06 -0.95 3 3-4 72.09 -0.25 o:oo -72.09 0.40 -2.10 4 -·4-5 ·-··-.:.40-:63--··· ·-·· o.4o -· 2.10 48.63 -0.25 o.oo I 5 1-4··--··.::·tE,"i".79-.. 0.11 o.oo 162.33 0.11 o.oo 6 4-2 161.03 0.11 o.oa -167.56 0.11 o.oo 1 __ 3-____ 6 ________ o. 21. ________ o. 08---·-----l. oo----. --o. 0;3 -·-· ----o--. 08 ----· -o. oo-- 1 8 5-8 _ ~~ -· 0.07 0.95 -11.09 -0.07 -0.00 9 6-7 (95:92 / -0.03 0.00 -95.92 1.23 -4.08 10 7-· 8 ·-·-:_Q-__.g-7":···-·--0.74 4.08 -0.07 ,-0.51 0.00 11 3-__ 7 __ -105~-3 ___ . _____ o_.01__ o.oo ,1.0.6.03 o.·01_ o.oo I 12 7-. __ s ____ 10_8_._3_0 __ ... ____ o. 07 __ o. oo -·108. p9 o. 07 o. oo . Load Combination-is--6-: ··--· LC#S · (OPP) .t:_~----- Member. End Forces l ---------------------------------------, ----~------------------------------- · Nodes · --· -=-=--------I-End· ----------=----===-= J-End ========== No I J · ··-Axiai ·shear Moment Ax·ial Shear Moment ----------__ -:-_-:-=..:-{K).--,-------{K)--'--.c.-(K-ft).-------(K) _..:._.:..:· ___ (K) ____ ;__ (K-ft)--- 1 1-__ 3 ____ l.00 .. 77.-0.05 -0.00 --100.40 -0.05 0.85 2 2-5 -80.07 0.05 0.00 80.44 -0.05 0.81 3 3-4 _....::;_73_,0~ ________ -o .. 2s __ -o._oo ____ 73.03 __ o.40--.. -2.10 4 4 --5 4 7 . 6 7 . -~ 0 . 4 0 2 . 10 - 4 7 . 67 - 0 . 2 5 0 . 0 0 5 1: 4 167.54 0.11 0.00 --167.00 0.11 0.00 6 4-2 -162.31 _0.11 0.OQ 161.77 0.11 0.00 7 3-6 -0.67 -0.07 -0.85 -0.37 0.07 0.00 8 5-8 ll.7~ -0~06 -0.81 -11.49 0.06 -0.00 9 6-7 --95.93 0·.37 0.00 95~93 0.83 -1.48 10 7 - 8 - 0 .~O 6 . 0 . 3 4 1 . 4 8 O . 0 6 - O . 11 0 . 0 0 I I I I _____ 1i ___ 3 __ -::_ ___ 7 _____ 1of:L·1 , o ... 07---0: .. 00---1-0-1-. 88---·-·---"'-O·; 0-1---------· o-; 00-- 12 7-5 . ---106.5Cf. 0.07 0.00 106.21 0.07 0.00 -----__ _. ----------_,,_ ----·- 1---~-------------·----------· -· ---- -----------·----1 ... ! . -l I 'w' ._ .,- I I 1.( ........ I 11 ...;was..i11;11'1"1--== MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DJEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB LUQ~Al1D-t.~ %-01=>f ·Pl~~~ SHEET NO. ---------ll©::,;.i...?2r....:.-I _OF _____ _ CALCULATED·BY _·tJ&::..WLe~_ ---------DATE ----.V---::J .... ~----- CHECKED BY_..;._ ______ DATE----- SCALE-----,----=---------...:,._ ·; : . . ••• I; . ' I I I I I I I I I .. . . :..w..s... -••=--..:snem MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court _ Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 Joe ____ ·-~....__.,...._· ...... -·--........ .1 .... ~=---·-fix'---....!l~-· ...... i©J ..... ($_· __ _ SHEET NO. __________ ,e\___._;:..._'j/ __ QF _______ _ CALCULATEDBY ~l.. ~ATE: Y19 CHECKED BY------------------DATE----,.----- SCAL~ ~ :--_&Mi-.-_fc:NN ~ --· J)JiD. ~-, ·. - , 2 3 4 5 E 7 B i 2 3 4 5_ 6 7 8 ; ~-::'! .:. 5 6 i 8 1 ,Z .; -~ 6 7 .S -~ .2 •..3. -'· 5 6 .:;. 6-4 --2 -4--5 -Q _:;. 8 -1 · 2 3 -4 5·· 5-• 7-fi 1~·.-z· 3- I ' :-~-) . I I I I I I -- 1., f: I •! •.,.i ·---:-- .. r •••• --i-- . . . : . . . .·--~---:]::._ ~ :_·_·.:_, .. _' ... . .. r-· ;··· . ,. -. . .... :· .. -.... --~ .--·--- . . . . : • --; > :· •• .. !· ·-.. --·· __ ., __ .-.. .,,_ ......... · ,._.,_ ........ ___ , _____ .,_ ~-..... _ ...... ------·--· _, ..... _., ...... : .. ·----- ' . ----· ·-··-··-......... _~ .. _ ., ..... ·-·,, ··-· ,,, _______ .., ____ :-_ .. !--.. --.. --.......... -· ... : .· --...... _: ,_,. -......... ,.., .... -··-·· .~ .. ·-·: .. . ·-! . --. -.-. . . ~ . ... . . .:.. ... 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Saunders Associates 3131 Camino Del Rio N, Suite 690 Q San Diego, CA 9210$-5707 Job_,..,..,"'"""",_·_ Page -t;;!.-7;':3 Date ____ _ I LEGO EXPERIENCE SHOW ----GRID 6 -BRACEff.FRAME .. ------. --. ··-_, ~ -~ --·-.. ~------~ I I I 1/: '·~ I ================--====== -===== ·== -=========-=========-===========· ====. --===--- Load Combination is 5 : 1. ODL+3Rw/8EQ -~ -_ --· .. .. Member End Forces -------~---------------------------------·-------------------------------- _ Nodes__ ·-=====. ===. I. End ·= .======= .. · __ = ======= . J-End ==. ======= . _ No I J Axial Shear Moment· ----Axial Shear Moment -----------~---(K)--------(K)------('K-tt)-------(K)--------(K)------(K-ft)-- ·--1·····-· 1-=----3 ·---------3. 60 ---· -·.:..o ~ oo-· ---·--::.0--:-00--------=3--:-23---------·o·-. oo-----·-···· :..o-: 00- 2 2-5 2.20 -0.00 -0.00 -1.8~ 0.00 -0.00 3 3-4 18_.oo o.o3 _ Q~.o.o ______ .:-1e._,_oo_ o.o7 -0.11 4 4 -. 5 0 . 0 0 0 . 0 7 ... 0 . 11 .... ..;. ______ -: 0 . 0 0 _ 0 . 0 3 0 . O 0 5-1-4 -22.20 0.07 0.00 .. 2~.57 0.07 0.00 6 4-2 46.54 0.07 0.0_0 -26.91 0.07 0.00 Load Combination is 6 :--tC#5 (OPP)~.,. .... _ -- Member End Forces . . ----------·----·· -·--------- -------------------------------------------· ------------------------------.. ·Nodes. -: ___ .:.-::."::; __ _.,.:.-I-End.---------------::_;_:_ __ :_ . .,... __ J-End ___ _: _____ _ No · I· J -· --Axial -Shear ----Moment--·----·-·· Axial ----Shear ·· Moment ---------------{K)--------(K)------(K-f~)-------tK)--------(K)------(K-ft)-- 1 1--3 3·.60 · o-.oo· -·· ----··-0:00--------_3-.23--· -o.oo o.oo 2 2-5 2.20 0.00 0.00 -1.83 -0.00 0.00 3 --3--4· -· -18.00 -o._-03 -_ 0.00 ___________ 18.o.o -· o.o7 -0.11- 4 4-5 -0.00 0.07 .O.J.1-_ ... 0.0-0 0.03 0.00 5 1-4 26.91 0.07 -0.00 -26.54 0.07 0.00 6 4-2 -22.57 0.07 0.00-----------22.-20 0.01 o~oo· I I Load Combination is 7 ... Member End Forces LC#6+0.7LL '· ----------------------------------------------------------------------------- Nodes ==========I-End======== = == ~==== J-End ========== No I J Axial -Shear-------Moment,-----A:l{j_al--·-.. -Shear Moment ---------------{K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1-3 · 5.21 0.00 0.00 -4.84 -0.00 0.00 I 2 2-5 3.1;1. o.oo o.oo·--2.74 -o.oo o.oo 3 3-4 -18.00 0~03 0.00. . 18.00 0.07 -0.13 -------4---4.,,-s--·----o-. oo---O-; 07--------o ~-13----_ --o-; 00---------=---o~ 03-------0--;·00·- 1 ~ != ~ -··--· ·---~;:~.~ __________ g~g; _ -: --~·-_g_~:g_g_:_~_"·~-----~~i_:~_;_ ·---·-_i:g; ··-·-_ g:gg I· -------. ----. -··-· ------------+·----· I 0)· I I -r- ----------------------··--···· . ----·------·--.. I .... ~ .. / I . :.__ ! 2 3 4 MARTIN & MARTIN, INC. 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DATE +!i-"" .... /.S---- CHECKED BY ' DATE ____ _ ~--~~~ ~ht@~:-· rM:141-.. ··4¢!JJJ.· ... -·· .. · -. . . :: . • •• • f. .. I ·)==·· 4================= wwwwmur.-~~---.1~;si1WU...,111-~ .... www .. ...w .._... _ _.n:, tllffl,._tf_iw.uu:.a: cz:a:t., ----~- JOB k~t+1U> .-i:F6P ~-~01 · I,~ I .. I I - I I MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 9210~ . Phone (619) 497-2118 Fax (619) 497-0429 SHEET NO. ~1>" OF----,---- CALCULATED BY --'-"'U-.~'-------DATE __,._,k_c.,...,~ ....... · __ _ CHECKED BY--------DATE ____ _ . -~~~E ~[) -. a+ N12-lftiH: :Pir-1-G~. .· ' .. ,. ....... ····--.. , ~ ,a_____,__· ·~;,......,_·:~-'·;·:...::-·y.-·-·_·:·.·_:: -; --~-- --~·-t:7"1'~•, _ ·1, . ~ ~---_::_:_.-+-=:--{··-;--, i I-·, . -.-1; -:--~ --< -- . .. . Mi _ '_ ~:~1<r{~L~: ( .~:7;L;-..... -. -• I ·· ~ 1 ----_-:~_:~-:-·:_=~-1-~----~:. -f,;4,--:-. ;;t ;-~ \ &i£~-141~---:--.•..... ---. · '*'*ii· kt);t£,1, it : ~··-l . . I I I I I I ft,,4,x:P: l4t~. . 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I\... :;;;rf ;.?, .... ~ .. ~.J°k' ................................. t: ......................... i .. j ___ .. ___ ·:·.··,·-.·~·;-···-•.. , •• ·-· --: i,-__ ... ~--~ . . -,• • -• • • • • . ~ .----·--• • -~ • • i •• - • --: ~ ~ -• --r I :-., . ····:-.. ·· •; I : ... ----. .-__ ;, · f -. -1 . . ~ : . . -·! . ~ ,. -~ -· . ; ·--· -.. ~ . . -· ... . ' .. ' .. ·i · . . . -............... _. . ; . . • i . __ : L I -:J,i . -~---.... ·. : .... ~ ..... "·-. . L .. : .:_ ·= -:, ... .. . I RISA-2D (R) Vez-sion 3.0.3 George R. Saunders Associates I 3131 Camino Del Rio N,· Suite 690 San Diego, CA 92108-5707 · Job ____ _ Page $7 Date. ___ _ I O LEGO EXPERIENCE SHOW . .. .. c , c ,.-. cc·. c: .. , .. _. ·. c . _ ·--cc_; ••.• ,. -••••. -. ·-· -GRIDS B/C. BRACED. FRAME .... ,- 1 ==========.==============. =-===========,======-=======-.---------------------··------~---------··--· ---~---------···--~---~----·...___ ----------------~- ' . Load Combfnation is 5 _ : ···· :C ODL-+3Rw/8EQ ... Member End Forces · · -------.------~------------------------------------------------------------1 No ~ode~ ~i;i===== · ~h!~~--=-~=,= M~;;n; · · ~i;~====· ~h!~~ ====;~;;~~ ---------------{K)--------(K)------{k-ft)-~-----(K)--------(K)------{K-ft)--1--· ----~ ·~~--: --------~~rf~--------~g--:~i-----~g:·g:f-----~-~r!·:··~r--.. ·------:_~-:~i-------~:~~ 3 3-7 2.26 ... -· .-0 .. 00. -.---... -:-0.00 .. . -1.89 0.00 -0.00 I -4 4 - 5 . 7 o . 3 3... ·----·---0-.-1: 1 -~--------o . o o -1 o . 3.3 o . 1 7 o . o o 5 5-6 128.84 0.09 0.00 -128.84 1.83 -7.56 ----~ --~=-~--------~13~-:gg ____ ,,~-~~~------6~~~---·--1;~~~~--------g~~~------.. g.;gg __ I 8 6-3 14o'.62 ~ 0.10 0.00 -140.99 0.10 o.oo 9 4-8 30.54 ... ______ -::0.87.,_, -------2.82. -30.31 0.87 -3.28 I l ._~t) V I I 10 5-10 50.92 o.24 0.15 ~5Q.77 -0.24 1.53 11 8-9-----.. 41-:;61---------2-;58-··--·--o-.oo-····---'--47;61---· 2-.8s· -21.41 -12 9---10 ---62;22-------2:95-------···.21.41-· ·---· 62.22 -2.58 o.oo 13 4 - 9 - 6 8 . 8 6 . . 0,. 0 9 0 . 0 0 '6 9 . 0 2 0 . 0 9 0 . 0 0 14 9 - 5 77 . 81 ~?} 0 . 0 9 0 . 0 0 - 7 7 . 9 7 0 . 0 9 0 . 0 0 15 8-11 65.20 . . 0.55 -3.28 -65.01 -0.55 0.00 16 10-13 · ... 5.54.:. .. ---0.26----------,..1.s3-· ·-s.41 ---·· 0.26 -o.oo 1 7 -11-12 10 8 . 6 5 -·--1 , 41 .. 0 . 0 0 -10 8 . 6:5 6 . 1 7 - 9 . 19 18 12-13 -0.26 6.17 9.19. .0.26 ... -· 1.41 0.00 19 8-1i -57.97. -----0-:09-· · ·o.oo 58.10 o.o9 o.oo 20 12-10 .. 78.12·-' -·-·-·--·o-·.09 ------· .... 0.00. -78.85. 0.09 0.00 Load Combination is 6-;_ ~ _ LC#5 (OPP)-· -··· · Membe~ End Forces ...... ----------------------------------------------------------------------------1 No ~ode~ . ---~i;i-----:h:~e-_-~--;~:;~; -.... ~i;;:===== ~h:~~ ====;;;;~~ ---------------(K)--------{K)--~---fK-ft)--~----(K)-~------(K)------(K-ft)--1 1 1-4 16s.81··--· .:.o:·12···· · -o.oo. -165.27 0 .. 12 -2.05 -. -----~-~-=--~---------7~.~~~---~--· ~g-:g~ =g~gg ~~ :J~---~-~g< g~---------:-g:gg_ 4 4~ 5 -72~48' 0.17 0.00 72.48 0.17 0.00 5 5 .-.. _6 _______ :-: 12 8 •. ~ ;i._ -~ .:,=~--~---~~1 ;18:-__-_____ ... o. o o. ... __ 128 . 91. ... .. o. 7 4 1. 9 o 6 6 - 7 . . - 0 . 0 0 0 . 7 4 -1 . 9 0 0 . 0 0 1 . 18 0 .. 0 0 I 7 2-6 139.8~ 0.10 0.00 -139.46 0.10 0.00 I-------:--·-: =---~---~-ii~~ :~-~-T-g~;·~,-----r:,g~------=ii;·: ~g--· · ----·_g: ~~ ~: ~~---- 10 5-10 -27.73 -0.21--0.50 27.88 0-.21 -0.93 I 11 8-sf ---·--=-63~92 1.!fif __________ ·o~oo · 63.92 -1.28 11:19. 12 9-10 . _ 45.83. __ .... -1.28. __ ·-11.19 '.-45.83 1.56 0.00 13 -.·4-9-----7:J.-,69 · ·"0.09 .. · ... o~oo---71-:53·----.-----o.o9 -o.oo 1--.::)-14 9-5. -75.19 w~T · o· .. o9 · : o.oo 75.03 o.o9 o.oo 15 8-11 65.24 .. ,. ·---0.5.5 -3.27 --:-65.-04 0.55 . -0.00 16 10-13 5.58 0.16 0.93 -5~44 · -0.16 0.00 I ·. . .. -' -£"-;-~~ ·-,. ' ... ', I RISA-2D (R) Version 3 .-03 I George R. Saunders Associates 3131 Camino Del Rio N, Suite 690 (J San Diego, CA . 92108-57.07 I --~ -~!·~gs E~-J~R!:g:n s~~E--~-------------·- Job Pag._e ....a.eJ___,,W,...,...-_ - Date. ____ ~ ,- ============================= = .==== ===== ===== ==============.=========== •••• ._ ______ -----__ ..,. __________ .., ____ -------" _..,.·-~---0 OA•• ---------·--------·-·-•••• ~. ------·----1 ---~------------------------------------------------------------------------ Nodes. ·==== .. ===== I-End ========-=· . ========== J-End = .======== . No I .J Axial Shear Moment Axial Shear Moment I ---------------{K)--~-~---(K)------(K-ft)--~----(K)--------{K)-p----(K-ft)-- 1 7 11-12 -10 8 . 65 1 . 4 4 0 . 0 0 10 8 . 65 6 . 14 · .. · · - 8 . 9 2 18 12-13 0.16 ____ 6.14 8.92 -0.16 lr44 0.00 I ----~~----~~~-r~--~----~~::~~--g-:g~-----------·-g:gg·-----=~-~-:~~--------~·:g~-----------g:~·g I I I I I I I ------··----. ·--.. -· ---·--------. . ----·------------·--------------· --· ·--·- _. . '· . .. -.. . . - '· --------------------------------------------~ I --------- 1-------- I -{:-.-_\--... ,~) I ,. --. --·· -----~ -----------·· I----------------------------·--·---·--···-----------------------' .... ---·-· -·--· ---------------·----. • ... ·-·· -· ·-···-.. ----------. . I --4. • MARTIN & MARTIN, INC. Joe _________ l..._.E.......,-4?........_0 ___ 1A-fJ)? __ --'-"--=---'-------- 1.--:-.~· .. Structural & Civil Engineers _ 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 sHEETNO. ______ '/..._7:,..... __ f_.· ~---.-'1-OF-----'----- CALCULATEO BY __ ....,... __ ___,,-th=----· OA~E .. /. 'J-2, •j& I 1- I I P~one (619) 497-2118 Fax (619) 497-0429 CHECKED BY · DATE--,.------ SCAl,E /jGI::;(? ~e,.x;e. ·stfew : · ·x -.zi.:z. : . s s 1 e , "'_ ---,· covu~·~· ~· --~+),Ji,~·:· --···----i -··· ~:-·----~~ : ... ·:-.:~--. ::~--:-. ~ · -·:)--·; ;·. ·::·_:.: -..... ; ... --_-..... · :--.:~----:·t .' .. :":·.-,:.·· .:· :· ·._ · ~ ·-··:··-·-··-····:-.: .. :··· •,; ( ~~~~f ~7~~~r~:w;~Ji';-'.l~~~:~!~~i~ ,-- : -c ----I,(:;. --: ·-3~. '?Jc::;::-_~_--~ a· ~: ;};'Jff,1,f/.J::!:~ \ ISi?(~:-(s),;o;I'. ~-=:: I SefSIYJJ'-.. ·.· ±·-~o~'. 1 ia:.·:: . :. ~-( :o, 5'?{+s,_,7f/; S?Y~ -(p~:c,_~· ~-~3c;,): .. 1. ::·v.-~ ~P~;) ~ -r-t. :·~¢,e.· ~~vr----_ · --f------·-· · -· -·--.,. . : -------~-·---~-·--. --~-- I -.... · ::r). ... f:>t-f:kL. ..... ~ ..... :-..j .. ·........... . .. 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L I 'Sfil<im1c.. .. · ·-bf_--_:_·: ... ·--·: __ · · __ -·~_-,: .. · -.... _,: .-: ____ .,_~~·--· ~----·---···- ,: ,. ~ . ..... € · . .-· i .. · ...... -r~·: jm~ur~:.J;;;,Pl.fT·-·· · : -·----.-·-·-·--.. ·'.·. --.. :. >·-----~·-.-_.:·-.·~:_-.-;··: ...... :: .. ::: ........ ~.--~ .. ··.----;--_· _. ....... ·· .......... :._ --_; ·-·. :' ··--· • ' : -~-----_ ;~~ -~~j::.~f'. .... -~ ... -_;.,f!_: __ O.·=./l_e-,p j_~}~.·~-~.l,,:'.:c· : i ~-J ::: ·: ;.HL.--, '. • , ,, -:---·--,_.· • • : • • < • --., ~ • • 3 I ; • __________ ; : _ : _: _ ~ : ~ii.:: :1 t~" ~ 'Q : ~ >( 0tz_!-p__£l:.(;:,' w J ~----:t:~~=-: :. ~ ~:~: [·_ ·:·:-, ~ · · · ·; · · r ·---· -11:·5·@ J I/ , ~ vJA-i~;-D.-y:;, ' ·7 · · .· · · : · I . . , . ·---~-_._ -·--'--· ~ . 2 C?C pr.,, _ _ ~ . ..1~. . . . . , . • - ! 3 : . •. . ..... ' l . -~ . ... ,. .. • ! 4 ~ ~ • "! I . : .... I : ..................................... :------.. --. ............ ... t . 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CHECKED BY .... -------------DATE - - - s 1 2 3 ~ 5 ti 7 e 1 2 -~ ~ s e ! a-1 I ~) ...... ---'.LE:;~_..,l-?:J:-st]i{::r -r~:p~;:.-~-'P:.~ .. p;F_ DJ-___ . -::-:: -_-~:_:~ :_ :-_-_:._: I ----:--<~~~-'.\,!--::: - . --- ----;_ --- - --------~--- -'' .. ' 1· <I. • • • • ! -.•. . ·-~ ------~ -V 5~·;· -?}_-;;..;·~j ~}..i..:.vi., !_:~_:/'~-.~ -.··---~~-:·· -__ ,--__ · ___ ··-= -·-. :_ _2 --""" ..;; --,,.... ~ _ -~c.., ,-, io - ___ ------------:-----~----______ : __ ·---··-----i-·-··-··------_-.. w(-.~.:if. __ S _f2'.'/V(o·c __ .. ~w.k'f {e,r.:,t:.J· ___ -·-_, ______ ,:-c-_. :-. . .. -.. ' . '·· ----. --· ~ . . . ~ -.,... -. -.:. . ,. : : N -••-: --•-•• • -••----·-·••••--~=· ' .. . : ·--. -· . . ;_;· .. --· -·-. ~-, • • • • • ~ ' -. " ' ~ i I . ·o~-u;1-S@~i2,l;~fc~~eiB~a.,J _ : ... .. -; • ---~-~ ~t~~r~~r,~-0_r~jJII ,t:~? :r~~--f-~ .-- 1 ' / ' . ' . . 1· I I •••• • ••• -•••••• ..... "'I 'j ~ • • · .... ·:· .,, •. f. . . -. . ·--·.... . . -: .. i. . . . .. . . .. . i-~ ·. , : " .. 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MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 , (619) 497-2118 (619) 497-0429 fax GENERAL FOOTING DESIGN GRID 3 @G_Rios·s & C --· --. ·---· -. ---· -........ --------·---- DESIGN DATA" AXIAL LOADS Allow. Soil Pressure = 2500.0 psf Dead Load ••• Short Term Increase 1 .33 Live Load' Base Pedistal Height = 36.00 in Short Term Load Seismic Zone --· 4 .. .Ecc. Along X,X Axis Overburden Weight ·-· ·-· = -0.00 .psf ... Ecc. Along Y-Y Axis Live & Short Term Loads Don't Act Together 77.50 k 36.5 k 30.1 k 0.00 in 0.00 ih LEGOL,AND 960240 - _IMAGINATION LEGO EXPER.IENCE SHOW TMB Date: 02/04/98 DIMENSIONS-~--'--- Width Along X-X Axis = Length Along Y~Y Axis = Thickness . -- _Column Dim. Along X-X Axis = Column Dim. Along Y-Y Axis = 7.50 ft 7.50 ft 24.00 in 24.00 in 24.00 in I 1· __ -·-Concrete Weight--------150.0 pcf-----·----------·--· -------- I I I -Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES- .... Pressures @ Left/Right-. --. --. ---. • ••• Pressures @ Top/ifot Moment: .. __ DL. _______ = ·---0.0 k-ft Moment:, DL = LL = 0.0 k-ft LL • Short Term = 0.0 k-ff Short Term = _____ Shear: _____ DL ______ = 0.00 k __ Shear: _____ DL ______ = LL = 0.00 k LL = Short Term = 0.00 k S.hort Term = 0.0 k-ft 0;0 k-ft o.o k-ft ·-0.00 k 0.00 k 0.00 k ---·--· ··-·· ---- ----.-.-.. -.-.-.. -.-.. -... --------.-.-_'-----~~--SUMMARY--------------------- Soil Pressure Moments & Shears------ ····-·----------· .-D.+L_ D.+L+ST ___ _ -Max. Allowable -· Max Pres~U!l! _ = 2-326.',? psf 2212.9 psf _ . Mu/Phi = 12.7 k-ft Allowable Pressure = 2500.0 psf 3325.0 psf Vu:1 Way = 'X' Ecc. of Resultant = O.O·in Q.Q_in ... I ., ' : Service Load Pressures .... 'Y' Ecc. of Res"ultant 0.0 in o.o in Vu:2 Way Qverturning Ratio = 1'3.3 psi 35.6 psi 999.0 :1 93.1 psi 186.2 psi 1 .5 :1 Left 2326.7 psf 2212.9-psf Left 3452.0 psf 3098.0 psf 225~.2 psf Right 232'6.7 p~f 2212.9 psf Top· 2326.7 psf 2212.9 psf Bottom·- 2326.7 psf 2212.9 psf Bottom 3452.0 psf 3098.0 psf 2259.2 psf I I I I I --·---------.. DL + LL Dead+live+Short Terrri · · Factored Load Pressures .... ACI Eq 9-1 -·------. ---·- · ACI Eq 9-2 ··-·---·--·---·- ACI Eq 9-3 -Right 3452.0 psf 3098.0 psf Z259.2psf -----------FOOTING DESIGN---------,-----,- f'c Fy Rebar CL Clear to Soil --·-Min. Steel-%----- 3000 psi = 60000 psi = 3.5 in ··0.0000---.. 'm;= Fy /(.85f'c·) Vn:1 ... 2(f'c)~ .5 Vn:2 .. .4(f'c) • .5 23.53 = 109.54 psi 219.1 psi FACTOREDSHEARFORCES----------'- ACI 9-1 ACI 9-2 ACI 9-3 Vn * Phi Two-Way Shear---=-35.61 psi 31.45 psi 23.36 psi 186.23 psi One-Way: Vu @ Left = 13.26 psi 11.71 psi 8.70 psi 93.11 psf One-Way: Vu @ Right· = 13.26 psi 1 f.71 psi 8.70 psi 93 11 _psi ---· One-Way: Vu @Top--;.,-··13'.26-psi-11.71 psi 8.70 psi--9-3-: if psi One-Way:Vu@Bottom= 13.26psi n.71psi 8.70psi 93,11psi -· · -----FACTORED MOMENTS---~------ -· -·-·-------------·-·Ac1s-1 ··-Ac19-2·-·· ··Aci9.3· · -·-· Mu/Phi @ Left = 12.7 k-ft 11.2 k-ft 8.4 k-ft · Top 3452.0 psf 3098.0 psf 2259.2 psf I Mu/Phi @ Right = 12.7 k-ft 11.2 !<·ft 8.4 k-ft -----Mu/Phi @ Top----12.7 k-ft--11'.2 le-ft--·---8:4 1c:ft-· -· Mu/Phi @ Bottom = 12.7 k-ft 11 .2 k-ft 8.4 k-ft Fiu 30.3 psf 30.3 psi 30.3psi 30.3 psi As Req'cf 0.166 in2/ft 0. 166 in2/ft 0. 166 in2/ft O. 1 66 in2/ft SERVICE LOAD OVERTURNING STABILITY--.,.. . .,.., __ ,.,.._,=.,-------· -·-· I Factor of Safety : Y -Y AXIS = Factor of Safety : .. X -X AXIS . · = Static --None- -None- Short Term --None- ·-None- '· V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I,~ I MARTIN & MARTIN, INC. _ 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 . (619) 497-0429 fax GENERAL FOOTING DESIGN DESIGN DATA AXIAL LOADS Allow. Soil Pressure = 2500.0 psf Dead Load = ••• Short Term Increase = 1.33 Live Load = Base Pedistal Height = 42.00 in Short Term Load = Seismic Zone · =· -4 ••• Ecc. Along X-X Axis = Overburden Weight = 0.00 psf ••• Ecc. Along Y-Y Axis = Live & Short Term Loads Don't Act Together LEGOLAND 960240 IMAGINATION LEGO EXPERIENCE SHOW TMB Date: 01 /27 /98 ---------~-~ -" .. ·--. ·- Page: l:/42- . DIMENSIONS----'--- 70.70 k 27.3 k. 0.0 k ·o.oo in 0.00 iil Width Along X-X Axis length Along Y-Y Axis · Thickness Column Dirri'. Along X-X Axis = Column Dim. Along Y-Y Axis = 7.00 ft 7.00 ft 24.00 in 24.00 in 24.00 in I I I I I -.. --Concrete Weight---= --150.0 pcf -----· ----------------- I . :\ ., ., I I I I -Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES- .... Pressures @ Left/Right - Moment: DL = LL = ShortTerm = ___ -~hear: ____ DL ___ = LL = ShortTerm = .... Pressures @-T.op/Bot 0.0 k-ft Moment: DL = 0.0 k-ft -----------·-------- 0.0 k-ft LL = 0.0 k-ft 0.0 k-ft Short Term = 0.0 k-ft Q.00 k ___ Shear: ______ DL. .• .. .. _. __ 0.00 k __________________ _ 0.00 k LL = 0.00 k 0.00 k Short Term = 0.00 k --------------------SUMMARY---,----:',----,._-,--_,,,_-=,c,--....,..,.,....,-,----------- Soil Pressure Max Pressure Allowable Pressure 'X' Ecc. of Resultant 'Y' Ecc. of Resultant ___ . _ D+L .. D+L+ST . = 2300.0 ps.f . 1742.9 psf = 2500.0 psf 3325.0 psf = 0.0 in· 0.0 in 0.0 in 0.0 in Service Load Pressures .... DL + LL Dead +live+ Short Term Factored Load Pressures .... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 = Moments & Shears----''----- ___________ • Max. ___ ... Allowable _ --.. Mu/Phi ... -----=---10.3 k-ft __ .. Vu:1 Way = 10.1 psi Vu:2 Way ___ , ____ ,;= ___ 28.4.psi ___ _ Overturning Ratio = 999;0 :1 Right_ _ ... . ... ___ _Top 93.1 psi 186.2 psi 1.5 :1 Left _ 2300.0 psf 1742.9 psf 2300.0 psf ___ 2300.0 psf Bottom 2300.0 psf 1742.9 psf Bottom 3387.1 psf · Left 3387.1 psf 2440.0 psf 1568.6 psf 1742.9 psf 1742.9 psf _Right_ __ .. ______ ,:op __ 3~87. 1 psf 3387. 1 psf 2440.0 psf _______ --2440.0 psf 1568.6 psi' 1568.6 psf _ · 2440.0 psf 1568.6 psf -----------'~-FOOTING DESIGN-. -.'-. -_-----=------'------'· f'c Fy Rebar CL Clear to Soil Min. Steel% = 3000 psi 'm' = Fy /(.85f'c) = 60000 psi Vn:1 ... 2(f'c)'-.5 = 3.5 in Vn:2 ... 4(f'c)A .5 = 0.0000 = 23.53 = 109.54 psi 219.1 psi FACTORED SHEAR FORCES--------- ACI 9-1 ACI 9-2 ACI 9-3 Vn * Phi Two-Way Shear = 28.41 psi 19.34 psi 12.44 psi 186.23 psi One-Way: Vu @ Left = 10.12 psi 6:91 psi 4.44 psi 93.11 psi One-Way: Vu @ Right = 1 o., i psi 6.91 psi 4 44 psi 93 11 psi -· --·-· · ---one-Way:Vu @ Top = 1 o. 12 psi___ 6.91-p·-s-i --4:44 psi 93: 11 psi I I I --~ ·() I I One-Way: Vu @ Bottom = 10.12 psi 6.91 psi 4.44 psi 93.11 psi FACTORED.MOMENTS----------'---'- . --------~-" ., -. ACJ 9-1----· ·. ACI 9 .. 2 ACI 9~3 Ru ----As" ~e(l'd Mu/Phi @ Left = 10.3 k-ft 7 .0 k-ft 4.5 k-ft 24.5 psi 0.134 in2/ft Mu/Phi @ Right = 10.3 k-ft 7 .0 k-ft 4.5 k-ft 24.5 psi 0.-134 in2/ft Mu/Phi @Top _______ --10.3 k-tt·----7,o-1c-ff------4_5 'ic-ft ___ 24.5-psi ___ O:f34m2/ft _____________________ .. ---.... ---·- Mu/Phi @ Bottom = _ 10.3 k-ft 7 .0 k-ft 4.5 k-ft 24.5 psi ·0. 134 in2/ft SERVICE LOAD OVERTURNIN.~ ~TABILITY . _ .. Factor of Safety : Y - Y AXIS Factor of Safety : X - X AXIS V4.4D Cc) 1983-96 ENERCALC = Static -None- -None- --Sfiort Term ___ _ --None- -None- GEORGE R. SAUNDERS ASSOCIATES, KW060361 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 LEGOLAND 960240 IMAGINATION • -":1 (619) 497-2118 (619) 497-0429 fax GENERAL FOOTING DESIGN LEGO EXPERIENCE SHOW TMB Date: ·01 /26/98 . Page:G-/-/d I I- I 1· I I 1- I I I I ·., DESIGN DATA AXIAL LOADS DIMENSIONS----- Allow. Soil Pressure = 2500.0 psf Dead Load = 17.60 k Width Along X-X Axis = 3,50 ft ... Short Term Increase ·· = 1.33 Live Load = 7.1 k Length Along Y-Y Axis = 3.50 ft Base Pedistal Height 0.00 in Short Term Load 0;0 k Thickness = 24.00 in Seismic Zone --4 ... Ecc. Aiong X-X Axis = 0.00 in Column, Dim. Along X-X Axis = 14.00 in Overburden Weight 0.00 psf ... Ecc. Along Y-Y Axis 0.00 in ·· Column Dim. Along Y-Y Axis = 14.00 in Live & Short Term Loads Don't Act Together .... Concrete Weight--.-----=--150.0 pcf--- -----·· -·---------------·· ----------·----· ··-------· ·-·· -···· · -Y-Y AXIS ROTATION FORCES .... Pressures @ Left/Right Moment: DL = 0.0 k-ft LL = 0.0 k-ft Short Term o~o k-ft X-XAXIS ROTATION FORCES-· .... Pressures@ Top/Bot Moment: DL = 0,0 k~ft----------- LL = 0.0 k-ft Short Term = 0.0 k-ft ____ _§h~_a_!'_;_ ____ _DL_____ = ____ 0.00_k .. __ Shear: QI., -·· . . -. ---. o.oo k ··----·· ------------ LL = 0.00 k Short Term = 0.00 k LL = 0.00 k Short Term = 0.00 k --------------~~-----SUMMARY--------~~---~------- Soil Pressure Max Pressure Allowable Pressure 'X' Ecc. of Resultant 'Y' .Ecc. of Resultant D+l D+L+ST __ := 2317,1 psf 1736.7 psf = 2500.0 psf 3325.0 psf = 0.0 in 0.0 in . 0.0 in O;O.in Service Load Pressures .... - DL + LL Dead +live +Short Term Factored Load Pressures .... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 Moments & Shears--"--.--- ---_______ :_ Max. ______ .Allowable Mu/Phi ________ :;:: __ 2.3 k-ft .. Vu:1 Way = 0,0 psi 93.1 psi .. 186.2 psi 1.5 :1 Vu:2 Way. = -~--4.2 psi __ Overturning Ratio = 999.0 :1 Left 2317.1 psf 1736.7 psf Left 3418.1 psf 2431.4 psf 1563.1 psf Right .. 2317. 1 psf .... _ 1736.7 psf Right ..•. __ 3418.1 psf -2431.4 psf 1563.1 psf Top 2317.1 psf 1736.7 psf _ _ Top 3418.1 psf · ·2431.4 psf 1563. 1 psf Bottom 2317.1 psf 1736.7 psf Bottom 3418.1 psf 2431.4 psf 1563.1 psf ------------FOOTING DESIGN--'---------"---'· f'c Fy Rebar CL Clear to Soil Min. Steel% = 3000 psi 'm' = Fy /{.85f'c) = 60000 psi Vn:1 ... 2(f'c)· .5 -3.5 in Vn:2 .. .4{f'c)A .5 = 0.0000 23.53 · = 109.54 psi 219.1 psi FACTORED SHEAR FORCES----'-------'--- ACI 9-1 ACI 9-2 ACI 9-3 Vn * Phi I Two-Way Shear = 4.22 psi 2.83 psi 1 .82 psi 186.23 psi · · One-Way: Vu @ Left· = 0.00 psi 0.00 psi 0.00 psi 93.11 psi One-Way: Vu @ Right = 0.00 psi 0.00 psi 0.00 psi 93 .. 11 psi ·· · · · -·-----onfF--Way:·vu@Top -= ··o.OOpsi--O.OOpsf·--·-·o.6<fpsi 93.11 psi -----------· I. I I I I One-Way: Vu @ Bottom = 0.00 psi 0.00 psi 0.00 psi 93.11 psi Mu/Phi @ Left Mu/Phi @ Right ·· · --Mu/Phi @Top --·- Mu/Phi @ Bottom FACTORED~MOMENT~-----------'-~---· -· ---· --ACI 9-1-.... ACI 9-2 .. ···-ACI 9-3 Ru·· -·--As Req'd = 2.3 k-ft 1.5 k-ft 1.0 k-ft 5.4 psi 0.029 in2/ft = 2.3 k~ft 1..5 k-ft 1.0 k-ft 5.4 psi 0.029 in2/ft .. ~~--=--·-2.3 k--ft-·-···--,-_5 K--tt-·--r.o·K-ft_"_5:4psi--0~029 in2/ft_____ ---------· = 2.3 k-ft 1.5 k-ft 1.0 k-ft 5.4 psi 0.029 in2/ft SERVICE LOAD OVERTURNING $T ABILITY . . ..... ---·-· SliorfT~rhi ___________ fl _____ _ Factor of Safety : Y -Y AXIS Factor of Safety : X -X AXIS -·. ~\_ -. = Static· --None- --None- --None- ··None- ,J V4.4D {c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I ;:====·-=-=·-=-=-='"'='"-=~=I Sill=I ==IM'-=-=-=-w::::11:,0•::•-=-==::::--::::==;• ====•-..,=-ID.lll'IJl==s,,l!I'=====-===· =-=-=-=== MARTIN & MARTIN, INC. 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I ·~ _, I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING DESIGN BRACED FRAME "C"-GRID 1 LOAD CASE I LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01/27/98 __ ........ , ---·-------------~---~ Gt(/.:,7 Page: DESIGN DATA SUMMARY--,-----------,---- Allowable Soil Pressure = 2500.0 psf S~rvice Aliow ACI Factored Short Term Factor = l.33 Left S.P.: Static D+L -59.0 psf 2500,0 psf · 9-1 = 85.4 psf Seismic Zone = 4 Short D+L+S = 0.0 psf 3325.0 psf 9-2 = 0.0 psf Live Does Not Combine With Short Term -9-3 0.0 psf f'c: Concrete = 3000 psi Ri~ht S.P;: Static D+L - = 1463.9 psf 2500.0 psf 9-1 = 2121.4 psf Fy: Reinforcing = 60000 psi-Short D+L+S = -1846.6 psf 3325.0 psf. 9-2 = 2585.2 psf I. --------g~:~~~!~e~~~:~-;;t~--= --. ~~~ ~~;----~;:uit:n~-E-cc-.:--;t;ti:-··--=-····--. -;~;-~-----~ta9~i~~= 1661.9 psf Min. As% = 0.0000 Short Term = 7.74 ft Ratio = 1.91 :1 I I I I I I I I Column Size ... #1 = 24.0in #2= 24.0in. -------· .. ---••..•• Col #1..; •• ,--·· ••• Between... • •••.• Col #2 ....... . •.. Base Height #1 = 42.0in #2 = 42.0in -----. -----· -·-· Ru/Phi -As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. -3.50 in Mu from ACI 9-1 = 0.4 psi -0.00 in2/ft 82.0 psj -0.45 in2/ft 46.1 psi 0.25 in2/ft APPLIED LOADS------ACI 9-2 = 0.6 psi -0.00 in2/ft177.7 psi 0.82 in.2./ft 64.4-psi 0.36 in2/ft AtCoI#1: Axial Shear Moment · ACl9-3 = 0.4psi -0.00in2/ft146.'Zpsi __ 0.82in2/ft_41.4psi 0.23in2/ft Dead .. -~--4.62 le---,·.i k. -· -0.0 k-ft--·xs(in-2/ft/ft ·of ~idth}; ~egative -> As @ top of footi~g Live = 0.81 k 0.5 k O.Q k-ft MOMENT & SHEAR FORCE SUMMARY-------- Shrt Trm =>42.30 k -2o.5 k 0.0 k-ft _ . .. •. .. ACI 9-1 ACI 9-2 ACI 9-3 At Col #2: Axial Shear Moment Dead = _ 72.6 k -1.2_1_c _ 0.0 k~ft Live = 27 .8 k -0.5 k 0.0 k-ft_ Shrt Trm =42.30 k -.26.5 k 0.0 k-ft DIMENSIONS---- Ftg Dist left of Col #1 = Distance Between Columns= . Ftg Dist right of Col #2. = Total Footing Length 2.00 .ft 20.67 ft 6.00 ft .28.67 ft 8.00 ft Footing Width Footing Thickness = 24.00 in ... M~ @ column_#. 1 _____ .:? _ •0.16 k-ft Mu b1w11 column~----'="· .-31..02 k~ft ___ _ Mu @ coiumn # 2 = 17.42 k-ft _One-~ay_~l'\Elar~~··· ___ ... __ ... Allow'.: Vn=2(f'cA .5) = 109:54 psi Actual : Vu / ,85 ••• Left of Column #1 Between Columns Right of Column #2. · Two~Way Shears ••.. Allow.: Vn=4(f'cA .5) · Actual@ Column #r·- Actual @ Column #2 0.00 psi = 40.05 p~li = 24.94psi == 219,09 psi -3.38 psi = 41.99 psi -· ------------------~------·· ··-···· . -0.21 k-ft . 67 .21 k-ft .24.34 k-ft 109.54 psi 0.00 psi 57.74 psi 30.70 psi 219.09 psi 15.15psi 45.08 p~i -0.13 k-ft 55.47 k-ft 15.65 k-ft 109.54 psi 0.00 psi 39.58 psi 19.73 psi 219.09 psi 16.41 psi 35.80 psi ------------···. --------·--··-----·--------- I I I . _j I I ···-------------------------------------------------- --··----------- V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES; KW060361 ..... ~-... I • :1 I 1. I I I I I I . -:·'\ ·. . ) ·_._ / I I I I I I- I .. ' . 1 ·0 I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61'9) 497-0429 fax COMBINED FOOTING DE.SIGN ---. - REDUCED DL-GRID 1 BRAC!=D FRAME LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /27 /98 DESIGN DATA----SUMMARY Page:€'148 Allowable Soil Pressure = 25.00.0 psf Service Allow ACI Fa'ctored Short Term Factor = ·1.33 · ·L~ft S.P.: Static D+L = 83.6 psf 2500.0 psf 9-1 = 121.4 psf Seismic Zone = 4 Short D+L+S = 0.0 psf 3325.0 psf 9-2 = 0.0 psf Live Does Not Combine With Short Term 9-3 = 0.0 psf f'c:Concrete = 3000psi RightS.P.:StaticO.+L 1338.2psf 25<;)0.0psf 9-1 = 1943.9psf Fy: Reinforcing = 60000 psi Short D+L+S 1714.4 psf 3325.0 psf 9-2 = 2400.1 psf ConcreteWeight--· ~150pcf-·----------~--~--··-------~--~---~----9-3-= 1542.Spsf -----· ------- Overburden Dead Wt. = Q.O psf Resultant Ecc.: Static = 4.22 ft Stability Min. As % = 0.0000 Short Term = 7 .80 ft 'Ratio 1 .83 :1 Column Size ••• #1 = 24.0in #2 = 24.0in •••••• Col #1..,... • •• Between... • ••••• Col #2 ••••••• .•. Base Height #1 = 42.0in #2= 42.0in Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Mu from ACI 9-1 = 0.4 psi -0.00 in2/ft 73.5 psi -0.41 in2/ft 41.3 psi 0.23 in2/ft APPLIED Lc;>ADS ----ACI 9-2 = 0~6. psi -0.00 in2/ftl72.0 psi 0.82 in2/ft 58.7 psi 0.32 in2/ft At Col #J: . A:ic!aL .§hear JY!oment _____ ACI -~3 ________ ;:;: ___ 0.4 psL.-0:00 iri2/ttl43.0 psi 0.80 in2/ft 37.7 psL 0.21 in2/fL. --. Dead = 3.93 k 1.2 k 0.0 k-ft As(iri2/ft/ft of width), negative --> As @ t9p of footing Live = 0.81 k 0.5 k 0.0 k-ft MOMENT & SHEAR FORCE SUMMARY---------- Shrt Trm =-42.30 k -26.5 k 0.0 k-ft ACI 9-1 ACI 9-2 . ACI 9-3 At Col #2: Axial Shear Moment Dead = 61.7 k _ -1.2 k 0.0 k-ft _Live = 27.8 k -0.5 k 0.0 k-ft ShrtTrm =42.30 k -26.5 k 0.0 k-ft DIMENSIONS -·---- Ftg Dist left of Col #1 = Distance Between Columns= Ftg Dist right of Col #2 2.00 ft 20:67 ft 6.00 ft = 28.67 ft 8.00 ft Total Footing Length Footing Width Footing Thickness. = . 24.00 in Mu @ column # 1 _ _ . Mu btwn columns .... Mu @ column # 2 One-Way Shears •••• Allow.: Vn=2(f'c" .5) Actual : Vu / .85 ••• ---· · Left of Column #1 · .Between Columns Right of Column #2 Two-Way Shears ••••. Allow.: Vh=4(f'c" .5) Actual@ Column #1 Actual @ Column #2 -0.14 k-ft = -27.81 k-ft -15.61 k-ft = 109.54 psi = 0.00 psi = 35.88 psi = 22.34 psi = 219.09·psi = 2.i,18 psi = 37.70 psi -0.21 k-ft. 65.06 k-ft 22.20 k-ft 109.54 psi 0.00 psi 53.07 psi 28.00 psi 219.09 psi · 15.46 psi 40.80 psi ' ---0.13 k-ft _ 54.09 k-ft 14.27 k-ft 109.54 psi 0.00 psi 36.58 psi 18.00 psi 219.09 psi 16~63 psi 33.05 psi ------W"•·---·-----• -·--------------·-• ------·-- ..... -------···----.............. -·· ·-··-------------------------- -----. --·---------- V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I ~7-) . ~ .... , I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING DESIGN GRID 1 BRACED FRAME-LOAD CASE 11. LEGOLAND IMAGINATION 96240 °LEGO EXPERIENCE SHOW TMB Date: 01 /27/98 Page: £::Jt/..tj I .. ·-··-·--DESIGN DATA SUMMARY-------------- Allowable Soil Pressure = 2500.0 psf Service Allow ACI Factored ShortTermFactor = 1.33 Left.S.P.: StaticO+L = 59.0psf 2500.0psf 9-1 = 85.4psf I Seismic Zone 4 Short·D+L+S = 668.3 psf 3325.0 psf 9-2 -935.7 psf Live Does Not Combine With Short Term 9-3 601.5 psf f'c:Concrete = 3000psi RightS.P.:StaticD+L = 1463.9psf 2500.0psf 9-1 = 2121.4-psf Fy: Reinforcing = 60000 psi Short·D+L+S = 605.0 psf 3325.0 psf 9-2 = 847.0 psf 1-·· Concrete Weight = --150pcf -------· ---··-··--·-····-----·· ··-···-· ----·· 9-3 = · 544.5psf-· Overburden Dead Wt. = 0.0 psf Resultant Ecc.: Static = 4.41 ft Stability Min. As % . = 0.0000 Short Term = -0.-24 ft Ratio = 3.19 :1 Column Size •.• #1 = 24.0in #2 = 24.0in .••.•.• Col #1...... . •. Between... • ..••• Col #2 •...•.. I ... Base Height #1 = 42.0in #2 = 42.0in Ru/Phi As Ru/Phi As Ru/Phi As · · - Rebar CL to Soil Dist. = 3.50 in Mu frQm ACI 9-1 = 0.4 psi -0.00 in2/ft 82.0 psi -0.45 in2/ft 46.1 psi 0.25 in2/ft APPLIED LOADS------ACI 9-2 = 0.7 psi 0.00 in2/ft117.2 psi -0.65 in2/ft 14.3 psi 0.08 in2/ft ________ !',t Col #1: Axial Shear Momerit _________ A~.L~.:~---·· . _ .. 0.4 p~i. O.OQ in2/ft100.8 psi -0.56 in2/ft_ 9.2 psi...0.05 in2/ft ... I I :-·-... 1 · .. '1 I 1-. I I I.···-·· I I ·. \ ":._:) I I Dead = 4.62 k 1.2 k 0.0 k-ft As(ih2/ft/ft of width), negative-> As @top of footing Live = 0.81 k 0.5 k 0.0 'k-ft MOMENT & SHEAR FORCE SUMMARY-------- Shrt Trm =42.30 k 26.5 k 0.0 k·ft ACI 9-1 ACI 9-2 ACI 9-3 At Col #2: Axial Shear Moment _pead :=. 72.6 k -1.2 k 0.0 ~-ft Live = 27 .8 k -0.5 k 0.0 k-ft Shrt Trm =-42.30 k 26.5 k 0.0 k-ft DIMENSIONS---- Ftg Dist left of Col #1 = 2.00 ft Distance Between Columns= 20.67 ft Ftg Dist right of Col #2 -. . 6.00 ft ... Total Footing Length = 28.67 ft Footing Width 8.00 ft Footing Thickness = 24.00 in .. V4.4D (c) 1983-96 ENERCALC ··-Mu.@ column # 1 ... Mu btwn columns Mu .@ column # 2 . . - One-Way Shears •••• Allow.: Vn=2(f'c" .5) Actual : Vu / .85 ••• ... Left -of Column #1 Between Columns Right of Column #2 Two-Way Shears ••••.. Allow.: Vn=4(fic· .5) Actual @ Column #1 Actual @ Column #2 -0.16 k-ft = -~ 1 .02 k-ft 17.42 k-ft = ·109.54 psi = -0.00 psi· ·= 40.05 psi = 24.94 psi == 219;09 psi = 3.38 psi = 41.99 psi . 0.26 k-ft -44.32 k-ft 5.40 k-ft 109.54 psi 0.00 psi 9.1"1 psi. 6.80 psi 219.09 psi 18.92 psi 11.72 psi . _ -·· 0.17 k-ft ..... -38.14 k-ft _____ _ '· 3.47 k-ft 109.54 psi 0.00 psi 3.39 psi 4.37 psi 219.09 psi 19.13 psi 0.71 psi ---------·· ----------·-- GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I f ~ I MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIE~O, CA 92108 Phone (619) 497-2118 _ Fax (619) 4~7-0429 · JOB------.--~-~--"/,Re>.:.::· ::..:_ =-=O'-"'t.A::tJP=-"-L,;,=-----,---------. --- SHEET NO. e Sb OF---,---------- CALCULATED BY .. ~~ (, z.z ~qe, I -J,2 DATE___._ ______ ,=--- CHECKED av ________ DATE-------- .... SCALE (.,el::,t:) ~67'2-(~ ~-.' j;Z..fel-. -, 1 2 3 4 5 6 7 8 ! 2 3 · ~ S 6 7 8 i 2 'a .:; 5 6 7 5 , 1' 2 ,._:: .:. , 5. f . i E -~ 2 2: 4. 5 ., E" :; • ~ 1 2 • ~ 'i 5 ~f 7 · 8 1 2 2 .: 5 6 ;-S. ~ 2 3 s . .... ......... .. . .. ~ -----. . · . • ;;J; i t 'f >~x z,!o~a,~ Y z} #!--4, -~--. · .• _________ ~--;_:~---~--~-~-';~~~--~--~-.;_.-~_---f~ ___ <Fy·_r~-(~ _,_-_: ___ -____ -----:------ ... ---............... -:_ ..... ---t ... ; .. ___ :.. . . ·-..... '~ '.;., . _,. . . ~ + --~ -· -! .. · .. . . r :.-. · . .:....: .. --f--·-·.. ..~ .---· ~ .. ;. " :. . -; . --· -·-· _: ____ ----1 -:;_ ~. . .. : -. .. ;_. " I I,) I MARTIN & MARTIN, INC. 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I 1.7:') ·, .,l I I I 1· ---···-·- I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING DESIGN BRACED FRAME 'E'-GRID 5 LOAD CASE I LEGOLAND IMAGINATI.ON .96240 LEGO EXPERIENCE SHOW TMB Date: 01 /26/98 Page: f:;;/5'2- DESIGN DATA SUMMARY------------- Allowable Soil Pressure = 2500.0 psf Service Allow ACI Factored Short Term Factor = 1.33 Left S.P;: Static D + L 394.5 psf 2500.0 psf 9-1 = 567 .0 psf Seismic Zone = 4 Short D+L+S = 0.0 psf 3325.0 psf 9·2 = 0.0 psf Live Does Not Combine With Short Terin · · -· · · 9-3 = 0.0 psf f'c : Concrete = 3006 psi Right S.P.: Static D + L = 565.0 psf 2500.0 psf 9-1 = 811.9 psf · Fy: Reinforcing = 60000 psi Short D + L + S = 1666.7 psf 3325.0 psf 9-2 = 2333.4 psf Concrete Weight·-----· -¥·---1.50-pcf------.. ----------------------------~---------.-..~ 9 .. 3 =-~ 1500.0 psf~-------· -·-·-- Overburden Dead Wt. = 0.0 psf Resultant Ecc.: Static = 0.86 ft Stability Min. As% = 0.0000 Short Term = 9.63 ft Ratio = 1.30:1 Column Size ... #1 = 24.0in #2 = 24.0in ...... Col #1...... • .• Between ..• -...... Col #2 ....... ... Base Height #1 = 36.0in #2-= 36.0in Ru/Phi As Ru/Phi As Ru/Phi · · As · --· · ·· Rebar CL to Soil Dist. = ~.50 in Mu from ACI 9-i = 10.8 psi 0.06 in2/ft 25-.2 psi 0.14 in2/ft 24. 1 psi 0.13 in2/ft APPLIED LOADS-~--ACl9-2 = 27.2 psi -0.15 in2/ftl81.0 psi 0.82 in2/ft 99.8 psi 0.56 in2/ft At Col #1: . Axial . Shear Moment. -------ACI 9-3 .... -=.-17.5 psi. -0.10 iri2/ftl29.2 psi--0.72 in2/ft 64.2 psi. 0.35 in2/ft ----- Dead = 9.40 k 1.0 k 0.0 k-ft As(in2/ft/ft-of width), ne,gative -'-> As @.top of footing Live = 4.10 k 0.6 k 0.0 k-ft MOMENT·&-SHEAR FORCE.SUMMARY-------- Shrt Trm =-83.10 k -20.1 k Q.O k-ft ACI 9-1 ACI 9,2 --. ACI 9-3 -- At Col #2: Axial Shear Moment . Dead . = 18.5 k. --1.0 k .... 0.0 k0ft. --Ml!@ column # 1 - Live = 9.7 k ... Q.6 k _ 0.0 k-ft _-_ JMu btwn c_olumns _ Shrt Trm =83.10 k -20.1 k 0.0-k-ft Mu @column. # 2 DIMENSIONS ----One,Way Shears .... Ftg Dist left of Col #1 = 8.00 ft Allow.: Vn=2(f'c"' .5) Distance Between Columns= 13.00 ft Actual: Vu/ .85 ... Ftg Dist right of Col #2 -8.00 ft --···· Left of°Column-#1 Total Footing Length = 29;00 ft Between Columns Footing Width = 8.00 ft Right of Column #2 Footing Thickness . ---- = -24.00 in---Two-Way Shear$ .... .Allow.: Vn=4(f'c· .5) Actual @ Column #1 Actual @ Column #2 . -4.08 k-ft, = 9.55 k-ft = 9.12 k-ft = 109.54 psi 4.29 psi = 7.81 psi = 9.35 psi = 219.09 psi = 5.54 psi == 12.15 psi -10.29 k-ft -------6.6,1 k-ft .. 68.47 k-ft --· ------48.87 k-ft -·-. 37.76 k-ft 24.27 k-ft 109.54 psi . 109.54 psi 10.63 psi . _ 6.83 psi 46.89 psi 30.00 psi 37.74 psi 24.26 psi 219 .. 09 psi 219.09 psi 31.40 psi 33.28 psi 41:52 psi 40.09 psi '· '·-----------.------- ----------·-··--------------------------------------------------------------···- I 1-------· I I:_) I V4.4D (cl 1983-96 ENERCA[.C GEORGE R. SAUNDERS ASSOCIATES, KW060361 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61 ·g) 497-0429 fax COMBINED FOOTING DESIGN LOAD CASE II-GRID 5 FRAME DESIGN DATA. Allowable Soil Pressure = 2500.0 psf Short Term Factor · ,;. · · 1.33 -· Left S.P.: Static D + L Seismic Zone . = 4 Short D+L+S Live Does Not Combine With Short Term f'c: Concrete = -3000 psi Right S.P.: Static D+L Fy: Reinforcing _____ = 60000 psi Short D + L + S ·----· · Concrete Weight 150 pcf--------·· · •· Overburden Dead Wt. 0.0 psf Resultant Ecc.: Static LEGOL_AND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /26/98 · Page: SUMMARY----------------,- Service Allow 394.5 psf 2500.0 psf 1334.5 psf 3325.0 psf ACI Factored 9-1 = 567.0 psf 9-2 = 1868.4 psf . 9-3 -1201.1 psf = 565.0 psf 2500.0 psf 9-1 = 811.9 psf = 0.0 psf 3325.0 psf 9-2 = 0.0 psf ··------·· ---·-· -------9.3-=· ---0.0 psf ·· •• = 0.86 ft Stability I I I Min. As % "". 0.0000 Short Term = -8.41 ft Ratio 1.37 :1 Column Size.;; #1 = 24.0in #2 = 24.0in I · --· -· -·-... Base Height #1 = 36.0in #2 = 36.0in Rebar CL to Soil Dist. = 3.50 in APPLIED LOADS ----,--- __ _ .. ___ ·-At Col #1!--Axial-Shear .. Moment-•... Dead = 9.40 k 1.0 k 0.0 k-ft Live = 4.10 k 0.6 k 0.6 k-ft I .. Shrt Trm =83.10" k 20. i k 0.0 k-ft At Col #2: Axial Shear Moment 1--· -· Dead---··· =-18.5 k ... -1.0 ~-.O.O k-ft .. -··---. Live . --= .. 9.7 k . -0.6 k-0.0 k-ft Shrt Trm =-83. 10 k 20.1 k 0.0 k-ft I .. --:-::-, ' ;J ,_J. I I l··---- 1 . . _ DIMENSIONS.---_._ Ftg Dist left of Col #1 = 8.00 ft . Distance Between Colu111ns= 13.00 ft Ftg·Dist right of Col #2 · = -8.00-ft Total Footing Length = 29:00 ft Footing Width = 8.00 ft Footing Thickness = 24.00 in ---·---------------- I. ...... Col #1...... • •• Between... • ••••• Col #2 ....... Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 = 10.8 psi 0.06 in2/ft 25.2 psi 0.14 in2/ft 24.1 Plli 0.13 in2/ft . AGI 9-t = 78.4 psi 0.43 in2/ft 89.5 psi -0.50 in2/ft 27 .2 psi -0.15 in2/ft ACI 9-3 .. ---· = 50.4 psi-.. 0.28 in2/ft 70.4. psi .-·0.~9 in2/ft 17 .5 psi --0.10 in2/ft As(in2/ft/ft of width), negative---> As @·te>p of footing· . Mu @ column # 1 . Mu btwn columns Mu @ column # 2 One-Way Shears .... Allow.: Vn=2(f'c" .5) Actual : Vu / .85 ••• · Left of Column· #1 · Between Columns Right of Column #2 -Two-Way Shears .... · Allow..: Vn=4(f'c" .5) Actual @ Column #1 Actual @ Column #2 MOMENT & SHEAij FORCE SUMMARY-------- ACI 9-1 ACI 9-2 = 4.08 k•ft ---- = 9.55 k-ft . = 9.12 k-ft = 109.54psi --4.29 psi · = 7.8,1 psi = _9.35-psi = 219.09 psi = 5,54 psi = 12. 15 ·psi 29.64 k-ft . --33.85 k-ft -10.29 k-ft 109.54 psi 29.80 psi 0.00 psi 10.63 psi 219.09 psi 38.96 psi 27.30 psi ------------------- ' ACI 9-3 19.05 k-ft -26.61 k-ft -6.61 k-ft 109.54 psi 19.16 psi 0.00 psi 6.83 psi 219.09 psi 38.74 psi 30.94 psi 1---------------------------·--·--· ... -·--···· 1··--·· 0 I I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW06036.1 : I I l'l ........ _/ I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING DESIGN --~ ---, __ -~ .... -. -. . ·---------------·--- REDUCED DL-GRID 5 FRAME , LEGOLAND IMAGINATION 96240 LEGO l;XPERIENCE SHOW TMB Date: 01 /26/98, DESiGN DATA---,---SUMMARY Allowable Soil Pressure = 25.00.0 psf Service Allow ACI Factored Short Term Factor . = 1.33 Left S.P.: Static D + L 584.5 psf 2500.0 psf 9-1 = 834.1 psf Seismic Zone = 4 Short D+L+S = 0.0 psf 3325.0 psf 9-2 = 0.0 psf · Live Does Not Combine With Short Term · ,9-3 = 0.0 psf t·c: Concrete---· ---= -3000 psi Right.S.P.: Static D+L = 738.7 psf 2500.0 psf 9-1 = 1054.2 psf Fy: Reinforcing = 60000 psi · Short O+L+S = 1483.5 psf 3325.0 psf 9-2 = 2076.9 psf Page:'E?S f 1 ·-... -·--~~:~~:!~e~~;~~-W-t-. ---·-=--;O~~~ ~;;--;~::1~~nt-E~:-~:a:~---.. =------~.~6 ~.. . .. -~:;i~;=· 1335.1 psf ---·-. -- Min. As % = 0.0000 Short Term 6.65 ft Ratio = 1.64 :1 Column Size.~-. #1 = 24.0in #2 =, 24.0in ··-· •••••• Col #1...... • •• Between... • ••••• Col #2; •.•.•• I ... Base Height #1 = 36.0in· #2= 36.0in · Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Mu from ACI 9-1 9,.8 psi 0.05 iri2/ft 22..8 psi 0.12 in2/ft 21 .8 psi 0.12 in2/ft APPLIED LOADS----ACI 9-2 = 45.2. psi -0.25 in2/ftl 47.8 psi 0.82 in2/ft 75.9 psi 0,42 in2/ft I I I I I I I I 1 I I ---) :. J ._,_: I . -· -At Col #1 :-. Axial--Shear .. Moment--------... ,ACI 9-3-·---= .. 29.1 psi. -0.,16 in2/ft107.8 psi--0.60.in2/ft 48.8 psi-0.27 ,in2/ft Dead = 8.00 k 1.0 k 0.0 k-ft As(in2/ft/ft of width), negative •• > As @ top of footing Live = 4.10 k 0.6 k 0.0 k-ft MOMENT & SHEAR FORCE SUMMARY-------- Shrt Trm =-83.10 k -20. 1 k--0.0 k-ft ACI 9-1 ACI 9-2 At Col #2: Axial Shear Moment -- Dead---=-15.7k--1.0k--O.OR-ft---Mu@column #1-= 3.72k-ft live ~ . -~ = 9.7 k-... 0.6 k---0.0 k-ft--. Mu btwn columns = 8.61 k-ft Shrt Trm =83.10 k .20.1 k 0.0 k-ft Mu@ column # 2 = 8.24 k-ft -DIMENSIONS------,. : _,. ----One-Way Shears ..•• Ftg Dist left of Col #1 . = 8.00 ft Allow.,: Vn=2(f'cA .5) = 109.54 psi Distance Between Columns= 13.00 ft Actual : Vu./ .85 •.• Ftg Dist right of Col #2. _ -= _. 8.00 ft Left of Column #1 · = · 3.90 psi 7.05 psr 8.45 psi Total Footing Lengtl) _ .. _. = _ 29.00 ti: Between Columns Footing Width = 8.00 ft Right of Column #2 Footing Thickness ·-·-·-· = _ 24.00 in Two-Way Shears ••• ; Allow.: Vn=4(f'cA.5) Actual @ Column #1 Actual @ Column #2 = = ,219.09 psi = 4.63 psi = 10.67 psi -17.10 k-ft . 55.90 k-ft 28.69 k-ft 109.54 psi ---17.71 psi 38.44 psi 28.94 psi 219.09 psi 32.15 psi 40.42 psi ACI 9-3 ------10.99 k-ft 40.79 k-ft 18.44 k-ft 109.54 psi 11.39 psi 24.57 psi 18.60 psi 219.09 psi ·33.81 psi 39.38 psi ------... __ , _________ -------· -·. - ----·-· ---·---------- --··-----~·-~------------- . \ J V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I ~-- MARTIN & MARTIN, INC . JOB--...,...,....,.._------l@~·-..-=;...:;.&>-:r....A-I..J1:J:::...;.,~;;__-----,.--- • ,j I Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92i08 SHEET NO. e, $~ OF _____ _ CALCULATED BY _____ )Ji,,:/i:,;_. ___ DATE . -/ '2~ ,qe, Phone (619) 497-2118 Fax (619) 497_-0429 CHECKED·ey ________ DATE-----'--- . SCALE. iEiin:£/,!fllt.p~-~?5 :Stffri): 1: ~2-IPZ. : : : I I I I I I I I i •. -· i . ---·---··--. ·.-·. ~-:-. ----·-----· r---·--... -~--~ -· -------:_,---. ----··::-·--=-:... .. ~ -··--: -··-•--:, ·--: ; : ~ /,,.CO2 ·J:t:t~ . 1:-rt~:_. . ; .. : .-:_. :_·<~'-;_--: --~---: __ !·-.--.. · :: --~. · -1:,~s-,· · _ . . . . : . -· SC(iL ft{S~~~-~---------:--·.. ; i -0~ ~--." -_ .T ~~ --· -----r· -:~:.:, - 0 :~~ -----~ ----·-: :------: ::~ -, -:~---- .. :,; . - , s 1 ~ t,,St.c.t. "' . · · · · · .. . . ·1· '3,e,/'-c---t .. j -~~--.. ·.s(.~~--~-.... :.-·.--·t .. 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I F'!.ODUCT207·ii,'Ni..¥~;n: G.r~:n:. ~a:c. o;~:-1 l~ C.:zefPl'tO~!E '="OU-::R~r ~-~X~~~.;S: I ·~ I I I I I I I I I I I I I I I I ~ _·. ) --· MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING DESIGN BRACED FRAME '~'-GRID 6 LOAD CASE I LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 0-1 !21 /98 '. ·:~-... ~ ~ .. -, ·---, - Page:£}$(, DESIGN DATA SUMMARY------------ Allowable Soil Pressure = 2500.0 psf Service Allow ACI Factored Short Term Factor = · ·1.33 · Left S.P.: Static D+L = 711.1 psf 2500.0 psf 9-1 = 1026.4 psf Seismic Zone -4 Shc>rt O+L+S = 290.9 psf 3325.0 psf 9-2 = 407.2 psf Live Does Not Combine With Short Term · 9-3 = 261.8 psf f'c:Concrete = 3000psi RightS.P.:StaticD+L = 415.2psf 2500.0psf 9-1 -= 599.4psf Fy: Reinforcing = 60000 psi Short D+L+S = 672.3 psf 3325.0 psf 9-2 = 941.2 psf ConcreteWeight--·----·=·--1,5opcf_________________ ----· ----------·_-9-3 =--605Spsf --- Overburden Dead Wt. = 0.0 psf Resultant Ecc.: Static = -0.83 ft Stability Min. As % = 0.0000 Short Term = 1.25 ft Ratio = 3.55 :1 Column Size ••• #1 = 24.0in #2 = 24.0in ... ; •• Col #1 ..... .-... Between;:. --· ----· · ...... Col #2 ....... ••• Base Height #1 = 36.0in #2= 36.0in Ru/Phi As · ·Ru/Phi ___ ·· As·-·····--Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Mu from ACI 9-1 = 0.8 psi O.OC> in2/ft 25.1 psi -0.14 in2/ft 2.4 psi 0.01 in2/ft APPLIED LOADS----ACI 9-2 = 0.0 psi -0.00 in2/ft 23.9 psi 0.13 in2/ft 5.4 psi 0.03 in2/ft At Col #1 :---Axial -Shear. Moment .. ------ACI 9-3 = 0.0 psi --0.00 in2/ft 20.8 psi·-· 0.11 in2/ft · 3.5 psi --0.02 in2/ft-·· - Dead = 7.60 k 0.8 k 0.0 k-ft As{in2/ft/ft of width), negative-> As @top of footing Live = 3.60 k 0.5 k 0.0 k-ft MOMENT & SHEAR FORCE SUMMARY-~------ Shrt Trm = -7 .60 k -3.0 k 0.0 k-ft ACI 9-1 -· · ·· · -----ACI 9-2 · ACI 9·3 At Col #2: Axial Shear Moment -Dead -=-.. 6.2 k--0.8 k --·· 0.0 k-ft -Mu @ c9lumn # 1 = · -0.30 k-ft ----------0.00 k-ft --... ·-----0.00 k-ft Live =--2.6 k. -0.5 k . 0.0 k-ft - Shrt Trm = 7.60 k -3.0 k 6.0 k-ft · DIMENSIONS------- Ftg Dist left of Col .#1 Distance Between Columns= Ftg Dist right of Col #2· - Total Footing Length = Footing Width = Footing Thickness -· · = V4.4D (cl 1983-96 ENERCALC 2.00 ft 13.00 ft 4.00 ft - 19.00 ft 4.00 ft 24.00 in· -Mu·btwn columns - Mu @ column # 2 One-Way Sheafs .... Allow.: Vn =2(f'c· .5) Actual : Vu / .85 ••• :Left of Column #1 Between Columns Right of C9lumn #2 two-Way Shears .••• Allow.: Vn =4(f'c· .5) Actual @ Column #1 Actual @ Column #2 = · -9.48 k-ft-------------9.03 k-ft · 7 .86 k-ft ·0.91 k-ft 2.05 k-ft 1.32 k-ft = 109,54 psi = -. 0.00 psi 8.24 psi 1.20 psi = 219.09psi = 2.91 psi-·· = 3.04 psi 109.54 psi . -· .0.00 psi ___ 8.90 psi 3.11 psi . ____ 2,·9.09 psi __ 0.19 psi 4.40 psi ..... 109.54 psi 0.00 psi 6.20 psi 2.00 psi 219.09 psi 1.10 psi 4.05 psi -------------------------------------- ---····--·-· ---------------------------.... ----------··· ---- . GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I -. 0 '. . I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California ~2108 (619) 497-2118 {619) 497-0429 fax COMBINED FOOTING DESIGN BRACED FRAME 'D'-LOAD CASE II LEGOLAND IMAGINATION 96240 L!:GO EXPERIENCE SHOW TMB Date: 01 /27 /98 Page£Jt;fJ DESIGN DATA SUMMARY------------ Allowable Soil Pressure = 2500.0 psf Service Allow ACI Factored ShortTerlllF8ctor = 1.33 LeftS.P.: StaticD+L = 7·1_1.1 psf 25Q0.0psf 9-1 = 1026.4psf Seismic Zorie = 4 Short D+L+S = 862.6 psf 3325.0 psf 9-2 = 1207.6 psf Live Does Not Combine With Short Term 9-3 ··= · 776.3 psf f'c:Concrete = 30QO·psi RightS.P.:StaticD+L = 415.2psf 2500.0psf 9-1 = 599.4psf Fy: Reinforcing = 60000 psi Short D+L+S = 100.6 psf 3325.0 psf 9-2 = 140.8 psf I I ----· -· Concrete Weighr-------=---150 pcf·.. ····-·····-·-· ·····-------------·----· ... ·9,3 ·= -··90,5 psf .. I I I _.-.,,_ . j --"~ I I I I -~------- I I· I lo I Overburden Dead Wt. = 0.0 psf Resultant l:cc.: Static -,o.83 ft Stability Min. As% = 0.0000 Short Term --2.51 ft . Ratio = 3.43 :1 Column Size ... #1 = 24.0in #2 = 24.0in ••...• Col #1.:.... · · : .. Between... • ••••• Col #2 •••...• ... Base Height #1 = 36.0in #2 = 36.0in Ru/Phi As Ru/Plii As Ru/Phi As Rebar CL to Soil Dist,. = 3.50 in Mu from ACI 9-1 = 0.8 psi 0.00 in2/ft 25.1 psi -0.14 in2/ft 2.4 psi 0.01 in2/ft APPLIED LOADS----ACI 9-2 = 1.0 psi 0.01 in2/ft 27. 1 psi -0.15 in2/ft 2.7 psi -0.01 in2/ft -At Col #1:.-Axial .. Shear Moment.. --ACI 9-3-------=-0.7 psi-0.00 in2/ft 22.8 psi --0.12 in2/ft· 1.7 psi -0.01 in2/ft ·· --- Dead = 7 .60 k 0.8 k 0.0 k-ft As(in2/ft/ft of width), negative --> As @ top of footing Live = 3.60 k 0.5 k 0.0 k-ft MOMENT & SHEAR FORCE SUMMARY-------- Shrt Trm = 7 .60 k 3.0 k 0.0 k-ft ACI 9--1 ACI 9-2 ACI 9-3 At Col #2: Axial Shear Moment Dead . -6.2 k -0.8 k-· -0.0 k-ft. Live = 2.6 k -0.5 k 0.0 k-ft Shrt Trm = -7.60 k 3.0 k 0.0 k-ft DIMENSIONS-,---- Ftg Dist left of Col #1 = 2.00 ft Distance Between Columns= 13.00 ft Ftg Dist right of Col #2 = · · 4.00 ft Mu @ column # 1 · Mu btwn columns Mu @ column # 2 One-Way Sheafs •••. Allow.: Vn=2(f'c· .5) Actual : Vu I .85 ••• · · · · Left of Column #1 Total Footing Length = 19.00 :ft Between Columns Footing Width = 4.00 ft Right of Column #2 Footing Thickness -= · 24.00 in · -Two-Way Shears; ... Ailow.: Vn=4(f'c· .5) Actual @ Column #1 Actual @ Column #2 = --0.30 k-ft · · = --9.48 k-ft · · = 0.91 k-ft = 109.54 psi · -o.OO psi -·-= = 8.24 psi = 1.29 psi = 219.09 psi = 2.91 psi = 3.04 psi 0.38k-ft 0.25 k-ft -10.23 k-ft -8.63 k-ft -1.00 k-ft -0.65 k-ft 109.54 psi 109.54 psi 0.00 psi 0.00 psi 0.37 psl 0.00 psi 1.50 psi 0.96 psi 219.09 psi 219.09 psi 3.87 psi 3.96 psi 0.35 psi 1.45 psi .... -------------·-·-·--------- .... --·-----· -----··---------------- V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING DESIGN BRACED FRAME 'D'•REDUCED DL LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01/27/98 · Page:t1 SB DESiGN DATA SUMMARY------------ Allowable Soil Pressure = 2500,0 psf .. .. Service Allow ACI Factored Short Term Factor = 1.33 Left S.P.: Static D + L ·= 611.1 psf 2500i> psf 9~1 = 970.1 psf Seismic Zone = 4 Short D + L + S = 822.6' psf 3325.0 psf 9-2 = 1151.6 psf Live Does Not Combine Witn Short Term· ·9.3 = 740.3 psf f'c: Concrete = 3000 psi Right S.P.: Static D+L = 402.6 psf 2500.0 psf 9-1 = 582.0 psf Fy: Reinforcing = 60000 psi Short D+'L+S = 88.0 psf 3325.0 psf 9-2 = 123.1 psf I ·------Concrete Weight ---· =-----150 pcf ____ ----·--·--· · · .... · --9-3 = 79.2 psf Overburden Dead Wt. = ·0.0 psf Resultant Ecc.: Static -0.79 ft Stability Min. As % = 0.0000 .Short Term = -2.55 ft Ratio = 3.30 :1 1· I I I I -·· Column Size ... #1 = 24.0in #2 = 24.0in ...... Col #1...... • •. Between-:.. • ••.•• Col #2 •.•.•.. .. · .. -~~.Base Height #1 = 36.0in #2 = 36,0in Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Mu.from ACI 9-1 = 0.7 psi 0.00 in2/ft 22.7 psi -0.12 in2/ft 2.2 psi 0.01 in2/ft APPLIED LOADS ----ACI 9-i = 0.9 psi 0.01 in2/ft 26.9 psi -0.15 in2/ft 2.9 psi -0.02 in2/ft At Col #1: -Axial --Shear Moment--· '"" ACI 9-~ -· -= .. · 0.6 psi· 0.00 in2Jft· 22~7 psi· .. -0.12 in2/ft· 1.9 psi· -0.01 in2/ft · Dead = 6.50 k 6.8 k' 0.0 k-ft As(in2/ft/ft of .width), negative-> As@ top of footing Live = 3.60 k 0.5 k 0.0 k-ft MOMENT & SHEAR FORCE SUMMARY-------- --·Shrt Trm =· 7.60 k 3.0 k · 0.0 k-ft ACI 9-1 ACI 9-2 At Col #2: Axial Shear Moment -·-·---Dead--=--5.3 k---0.8 k--0.0 k-ft .. ----Live · = · 2.6 k · -0.5 k · -0.0 k-ft Shrt Trm = -7.60 k 3.0 k 0.0 k-ft DIMENSIONS ---,--- Ftg Dist left of Col #1 = Distance Between Columns= Ftg Dist right of Col #2 · = Total Footing Length = Footing Width 2.00 ft 13.QO ft . 4.00 ft 19.00 ft 4.00 ft . --· Footing Thickness -24.00 in Mu @ column # 1 Mu btwn columns Mu @ column # 2 -One-Way Shears .... Allow.; Vn = 2(f'c • .5) Actual : Vu / .85 ••• Left of Column #1 Betwee-n Columns Right of ·Column #2 Two-Way Shears; .•• . Allow;: Vn=4(f'c· .5) Actual @ Column #1 Actual @ Column #2 = 0.27 k-ft 0.36 k-ft = -8.60 k-ft -10.18 k-ft 0.82 k-ft -1 .09 k-ft = 109.54 psi 109.54 psi -.. 0.00 psi O.OOpsi = 7.47 psi 0.00 psi -' 1,08 psi' 1.62 psi = 219.09 psi 219.09 psi = 2.65 psi 3.60 psi 2.75 psi 0.65 psi ACI 9-3 0.23 k-ft --8.59 k-ft -0.70 k-ft 109.54 psi 0.00 psi 0.00 psi 1.04 psi 219.09 psi 3.75 psi ' 1.64 psi 1--------·--- I ____ ., ____ .. ______ _ I. 1--------·----·---.. ----·---·-- I. ,o I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 . I •n I I I I I I I -- MARTIN & MARTIN,. INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 · Fax (619) 497-0429 __ ... . -. -. 1 2. :i ..; 5 £ 1 • --_, "! •• ! ~-. 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'f..'/J7~~·2L0_:·_~A/~.;r-r~·· j-·~ ·.··.: ·-.: .·: · .-.. ~-s~e n~«:F/~'YJ-~ .F i~1i11f ... ~ .... ' .. · · .t: : .. ; :·.~·: ~. ( - . . . . ~ . -' .. ; . ;· -; .. _' ! I -. . . -··· : ~ . --. -. I MARTIN & MARTIN, INC. ~e,~· JOB _____ __,......;._;_ __ ;.....a.=.=;.__,------------ 1,,1 Structural & Civil Engineers . · 7801 Mission Center Court Suite 400 SAN DIEGO, CA92108 Phone (6-19) 497-2118 SHEETNO. -.f!id (i:,4 OF ______ _ CALCULATED BY -ih. DATE _/ __ ,_Z_1_, ___ -I_!!, ___ _ -· I fax (~19) 4~7.-0:429 CHECKED BY. --,......a ___ ....;. ___ CATE------'-- ~CALE C@;, k.e~iw?t: · sifin[J : I -2!&,2 ·. 2:.: .s s 1 ..& , -2 3_-&.. s 6 s. -;. 2 s.::. (,-6··' a -1 2 -s "'-s ~ 1 ·E<-1·-2· :;, __ a·_s·:5' _.,,.. s·-1,-·"2--s.·t__p···e ~ a-~-.-2 ~·-~ s-·r,--~-;-·-e···r 2 -· -.. ; -. --~-. . . I .. .. ~~r 'D!&ffE'{TW ;- ........... f1 v ·;--: .. / ~ ·;2· ,·~-0 ·,)( t)~ ~ ..... -;;::ii~T - ; ' -~ ....... 2 . 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' -' ; . : ... .,_, -·· -. . : . .. ··-· . .·.----· ;,_ __ -·-__ ,: -· • & s. 5 __ ----- I .... ---·--. .f. _. ·_ . -· ~ ........ -....... .,._,_,_ .... -·--·. _ .... ,.._,.., ___ .,_ .............. ., ' -~ ••• ·---.... ---·· •. t_, ........ , .. ,.._ ...... ~··.---... --... ~-;.i·---.·---·«·:··------................ "-· .............. ,._., .. -. ·-----· i .-.. ..... • • $ i . . -··-...... ,_,. ·. -;--. . 1. >• • •• •••• ·-··~ :, ..... --.. . .. . .. ~ . ·-_: . .-.. --· .; ... :· .. I ! ·:· . . . . . . -': 1 ., .. :. . ;. ····- ! . . ; . . ' .. . ~ . . I I ·~) I I I I I I I I I I I I I 1 .. -~ u- 1 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400. San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING D.ESIGN . BRACED FRAME 'F'-GRIDS B & C LOAD CASE 1. LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Date: 01/27/98 Page: -G/v/ DESIGN DATA SUMMARY------.;..._ ____ _ Allowable Soil Pressure = 2500.0 psf Short Term Factor = 1.33 Seismic Zone = 4 Live Does Not Combine With Short Term Left S.P.: Static D+L Short D+L+S = = Service Allow 692..2 psf 2500,0 psf 300.0 psf 3325.0 psf f'c : Concrete = 3000 psi Right S.P.: Static D +L = 334.3 psf 2500.0 psf Fy: Reinforcing = 60000 psi Short D +L+S = 859.4 psf 3325.0 psf Concrete Weight -=·---15o·pcf --------· ·-·-···---· --·-· · · ......... _ --··· · · .. _ Overburden Dead Wt. = 0.0 psf Resultant Ecc.: Static = -1.36 ft Min. As % = 0.0000 Short Term = 1.88 ft ACI ·Factored 9-1 = 1000.1 psf 9°2 = 420.0 psf 9-3 = 307.0 psf 9-1 = 483.0 psf 9-2 1203.1 psf ---9-3 = 879.5 psf"- Stability Ratio = 4.94 :1 Column Size ••• #1 = 24.0in #2 = 24.0in •••••• Col #1...... ·· ••• Between... . ••... Col #2:...... · ... Base Height #1 = 36 .. 0in #2 = 36.0in Ru/Phi As Ru/Phi As Ru/Phi As · · ftebar CL to Soil Dist. = 3.50 in Mu from ACI 9-1 = 6.6 psi 0.04 in2/ft 32.6 psi -0.18 in2/ft 0.1 psi 0.00 in2/ft APPLIED LOADS ----ACI 9-2 = 0.4 psi 0.00 in2/ft 67 .2 psi 0.37 in2/ft 1.1 psi 0.01 in2/ft At Col #1: --Axial. Shear Moment--·------ACI 9-3----·--· = --0.7 psi · 0.00 in2/ft 6.6.1 psi-·0.37 in2/ft 0.8 psi·· -0.00 in2/ft Dead = 19.20 k 0.8 k 0.0 k-ft As(in2/ft/ft of width), negative-> As@) top of footing . Live =10.50 k 0.9 k 0.0 k-ft MOMENT & SHEAR FORCE SUMMARY-~------ Shrt Trm =--14.20 k -21.4 k 0.0 k-ft ACI 9-1 ACI 9-2 ACI 9-3 · At Col #2: Axial Shear Moment Dead -6.3 k -0.8 k 0.0 k-ft · -· Mu @ column # 1 ·· Live = 3.8 k -0.8 k 0.0 k-ft Shrt Trm =40.90 k -21.6 k 0.0 k-ft DIMENSIONS---- Ftg Dist left of Col #1 = Distance Between Columns= Ftg Dist right of Col #2 = Total Footing Length = Footing Width = Footing Thickness· -· -=· V4.4D (c) 1983-96 ENERCALC 4.00 ft 17.33 ft 2.00 ft· 23.33 ft 8.00 ft 24.00 in Mu btwn columns Mu @ column # 2 One-Way Shears .... Allow.: Vn=2(f'c-.5J Actual : Vu / .85 ... Left of Column #1 · Between -Columns Right of Column #2 Two-Way Shears •••• Allow.: Vn=4(f'c-.5) Actual @ Column #1 Actual @ Column #2 = · 2.51 k-ft = · -12.32 k-.ft 0.04 k-ft = 109.54 psi = = 3.50 psi 8.16 psi 0.00 psi = 219.09-psi = 1.2.24 psi = 4.37 psi 0.15 k-ft 25.40 k-ft 0.41 k-ft 109.54 psi 0.13 psi 21.15 psi 0.00 psi 219.09 psi 1.66 psi 18.26 psi .. · -· 0.28 k-ft --25.01 k-ft ------ 0.32 k-ft '· 109.54 psi -0.33 psi 18.08 psi 0.00 psi 219.09 psi 0.82 psi 17.90 psi .. ·-· -----· . ·-·---------- GEORGE R. SAUNDERS ASSOCIATES, KW060361 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB (61'9) 497-0429 fax Date: 01/26/98 Page: 6/(/1,1, I I I~---- I COMBINED FOOTING DESIGN LOAD CASE II-GRIDS B & C DESIGN DATA. SUMMARY------------ Allowable Soil Pressure = _2500.0 psf Service_ Allow ACI Factored Short Term Factor = 1.33 Left.S.P.: StaticD+L = 692.2psf 2500.0psf 9-1 = 1000.1 psf Seismic Zone 4 Short D+L+S = 948.3 psf 3325.0 psf 9-2 = 1327.6 psf Live Does Not Combine With Short Term 9-3 = 622.4 psf f'c: Concrete 3000 psi Right S.P.: Static D+L = 334.3 psf 2500.0 ·psf 9-1 = 483.0 psf Fy: Reinforcing = 60000 psi Short D+L+S = 0.0 psf 3325:0 psf 9-2 = 0.0 psf --Concrete Weight-·--=--150 pcf ----------·---------------·------.--9-3 ·= · O.O·psf ... Overburden Dead Wt. = 0.0 psf Resultant Ecc.: Static = -1.36 ft Stability Min. As % = 0.0000 Short term = .6.85 ft Ratio 1.35 :1 Column Size ... #1 = 24.0in #2 = 24.0in .•• Base Height #1 = 36.0in #2 = 36.0in Rebar CL to Soil Dist. ·3.50 in APPLIED LOADS---- •••..• Col #1. •• ;.. · -•• ,Between... • ••••• Col #2 •.....• Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 = 6.6 psi 0.04 in2/ft 32.6 psi -0.18 in2/ft 0.1 psi Q.00 in2/ft ACI 9-2 = 9.7 psi 0.05 in2/ft 68.6 psi -0.38 in2/ft 0.6 psi -0.00 in2/ft ----.. At Col #1 :--Axial --Shear. Moment ------ACI 9-3 ------=--3.7 psi-0.02 in2/ft 65.8 psi---0.36 in2/ft -0.4 psi -0.00 in2/ft As(in2/ft/ft of width), negative·-> As@ top of footing I I I I I I Dead = 19.20 k 0.8 k 0.0 k·ft Live =10.50k 0.9k O.Ok-ft Shrt Trm = 14.20 k 21.4 k 0.0 k-ft At Col #2: Axial Shear Moment Dead ---=--· 6.3 k---0.8 k 0:0 k-ft - Live = -3.8 k -0.S k 0.0 k-ft Shrt Trm =-40.90 k 21.6 k 0.0 k-ft DIMENSIONS----,- Ftg Dist left of Col #1 = Distance Between Columns= Ftg Dist right of Col #2· = Total Footing Length = Footing Width = Footing Thickness --- 4.00 ft 17.33 ft --.2.00 ft 23.33 ft 8.00 ft 24.00 in --------------~--------------- I 1------------------------------· ---------· - I --u~-·-.. I --- Mu @ column # 1 -· Mu btwn columns Mu @ column # 2 One-Way Shears .... Allow.: Vn=2(f'c· .5) Actual : Vu / .85 .•• Left of Column #1 Between Columns Right of Column #2 Two-Way Shears •••• Allow.: Vn=4(f'c· .5) Act1,1al @ Column #1 Actual @ Column #2 MOMENT & SHEAR FORCE SUMMARY---'------- ACI 9-1 ACI 9-2 = · 2.51 k-ft -·------· -3.67 k-ft = -1.2.32 k-ft -25.95 k-ft 0.04 k-ft -0.21 k-ft = 109.54 psi --3.'50 psi-- 8.16 psi 0.00 psi = 219:09 psi = 12.24 psi = 4.3t psi 109.54 psi 5.24 psi 0.00 psi 0.00 psi ~19.09 psi 12.68 psi 13.76 psi '· ACI 9-3 1.39 k-ft ·24.88 k-ft -0.13 k-ft 109.54 psi 2.00 psi 0.00 psi 0.00 psi 219.09 psi 11.80 psi 15.44 psi ---I I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I .~-) • . I ~- I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California ·92108 (619) 497-2118 (619) 497-0429 fax COMBINED FOOTING DESIGN REDUCED DL-GRIDS B & C · - LEGOLAND IMAGINATION 96.240 LEGO EXPERIENCE SHOW TMB Date: 01 /26/98 DESIGN DATA SUMMARY .... ·------------ Allowable Soil Pressure = 2500.0 psf ... Service Allow ACI Factored Short Term Factor 1.33 Left S.P.: Static D + L = 853.2 psf 2560.0 .psf 9-1 = Seismic Zone = 4 Short D+l:.+S = 972.4 psf 3325.0 psf 9-2 = Live Does Not Combine With Short Term -9-3 = f'c: Concrete ·= --3000 psi Right S.P.: Static D+L 532.6 psf 2500~0 psf 9-1 Fy: Reinforcing = 60000 psi Short D + ~!~-__ .= _ _ _ 0.0 psf. 3325.0 psf 9-2 = -Concrete Weight-·--·-·----;;;,--·15o·pcf----·9.3 = Overburden Dead Wt. = 200.0 psf Resultant Ecc.: Static = -0.90 ft Stability 1222.8 pst 1361.4psf 728.2 psf 763.2 psf 0.0 psf . 0.0 -psr·-·----·-· .. _. -·-- Min. As % = 0.0000 Short Term = -4.10 ft Ratio = 1.79 :1 Column Size ••• #1 = 24.0in · #2 = 24.0iri -· -----··-· ' · ...... Coi #1 ...... -... Between... • ..... Col' #2 ....... •.. Base Height #1 = 36.0in · #2 = 36.0ih · --· Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Mu from ACI 9-1 = 6.0 psi 0.03 in2/ft 29.7 psi •0.16 in2/ft 0.-1 psi 0.00 in2/ft APPLIED LOADS ----ACI 9-2 = 7 .2 psi 0.04 in2/ft 71.2. psi -0.39 in2/ft 0.9 psi -0.01 in2/ft At Col #1 :-· Axial-Shear Moment -· ·----·· ACI 9~3 ---= -2.9 psi --0.02 in2/ft 67 .5 psi ---0.37 in2/ft 0.6 psi -0.00 in2/ft Dead = 16.30 k 0.8 k 0.0 k-ft -As(in2/ft/ft of width), negative -> As.@ top of footing Live = 10.50 k 6.9 k 0.0 k-ft MOMENT & SHEAR FORCE SUMMARY-------- Shrt Trm =14.20 k 21.4 k··---o.o k-ft ACI 9-1 ACI 9-2 At Col #2: Axial Shear Moment Dead = -· 5.4 k---0.8 k ··-0;0 k-ft __ .. Mu @ column I! 1- Live = ·· 3.8 k·---0.8 k--0.0 k-ft--Mu btwn columns- Shrt Trm =>40.90 k 21.6 le -0.0 k-it Mu @ column # 2 -DIMENSIONS------"-·-One-Way_ Shears .... Ftg Dist left of Col #1 = 4.00 ft Allow.: Vn=2(f'c'"" .5) Distance Between Columns== 17.33 ft Actual: Vu/ .85 •.. Ftg Dist right of Col #2---= -2.00 ft Left of Column #f Total Footing Length .. -=-23.~3 ft Between Columns Footing Width = 8.00 ft Right of Column #2 Footing Thickness --·---· . = -24.00 in Two-Way Shears •••• _ --·. ___ ... _____ . ---· _ Allow.: Vn=4(f'c~ .5) Actual @ Column #1 Actual @ Column #2 ---. -----------------. -----·-· - = = = - = = = = = = ---~ 2.26 k-ft 2.71 k-ft -11.24 k-ft -26.92 k-ft 0.03 k-ft -Q.35 k-ft 1.09.54psi 109.54 psi 3.15 psi 3,85.psi 7.49 psi 0.00 psi 0.00 psi 0.00 psi 21.9.09 psi 219.09 psi 10.78 psi 11.54 psi 3.63 psi 13.87 psi '~ . -· . " .. ACI 9-3 -1.11 k-ft · -25.51 k-ft -0.22 k-ft 109.54 psi ·1 .59 psi 0.00 psi 0.00 psi 219.09 psi 10.77 psi 15.45 psi •-•-• ··------·-·-----·------------- I I -· -------------------------------------- I <) I I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 · I I.~--;\ .. ·~} I I I I I I I I ..... ' ' . }. I I I I MARTIN & MARTIN, INC. . Structural & Civil Engineers . · 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619} 497-2118 Fax (6~9) _4~7-0429 JOB ------..,~:;.,a:;;'--· a...'t>..::;.f-A-,_;;t),_,_,_..::_"----------------- SHEET NO. ________ · ...,bt_(.,-r--OF----------------- CALCULATED 9y. ______ -th..::;.;;; ___ · __ DATE --_I_· _z._7_·,..;.1 .... $ ____ _ CHECKED BY--------------DATE------- -~~~ /E(;;o.··ir&eit?twce· ~ ·: :r. :J.i.z. 4 a s 7 S 1 2 3. 4 ,5 s. 7 e _t-2 t 2 3-...; ·S. G 'i-8· .-., '2-3-.:: ·,5 ··6·7·-e e \ 2 ' · Pl -~r~· " .. l:>'4iaJJ ·. ' . ' f ••• _,. f • . .., . . ; . . !·· -. -~-. ; . ·-·-. .. -. ' -. -• • -· • • ~ < •• f . 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CJ I ~ ---~---: -_ ~ . . ---~ . . . . . ~- . i - . . . -. ~ -· . . t ... -. -__ ,.,. ___ ,., --· ........ -..,~ . ~ --· ... .· ... ~ - ' ,I. t .. .,. }_..... .... . ... T··· ... -: : , :· : . . --~· ....... ___ -··-· ·-·---··-····---........ ··--··-·· -....... . . .,_, :;-.. ' ... •• ":, l : C •• • •• • • • • •• • . ! .--. .. : -..; .. . ... .s :-.... ' ... -. -· • 1 -: 1· ·:· . -.-~ .:.-... . ·\ ~ .. __ · -~. . --~ .,_ I I I I I I I 1,..-..\ . .) -·_f I I I MARTIN & MARTIN,. INC. 7801 Mission Center Court, Suite 400 San Diego, California 921-08 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE Al-EAST WALLS LEGOLANC> IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 Page:£17f WALL & FOOTING DATA VERTICAL LOADS LATERALLOADs~----- Retained Height = 6.00 ft Axial OL·on ,Stem 65Q plf Wall Ht. above Soil = 0.50 ft Axial DL on Stem 0 plf Toe Width · 1 .67 ft •••• Eccentricity = 0.00 in Heel Width = 2.33 ft · Surcharge over Toe. = 0.0 psf Total Footing Width = 4.00 ft Surcharge over Heel -,oo.o iist Footing Thickness = 24.00 in Key Depth ----·--·--· = --0.00 iii_ ------------ Lateral Load Acting on_ Stem Above Soil Add'I Lateral Load Dist to Load Start .bist to Lo~d End .----.------ = = = = 0.00 psf 0.00 plf 0.00 ft 0.00 ft Key Width = 0.00 in SOIL DATA ADjACENT FOOTING---- Toe to Key Dist. = 0.00 ft -SLIDING CHECK ------ Ftg/Soil Friction Soil to Neglect Lateral Pressure _______ Passive Pressure -Friction Add'( Force Required = = = --= = 0.35 10.00 in 1375 # 5172 #- 1484 # 0.0 If Allowable Bea.ring = 2500 psf Vertical Load Active Lateral 35.0 pcf · ..... Max Pres-s. = 0.0 p¢f ....... Slope Press. ~ 0.0 pcf Backfill Slope = 0.0 :1 Passive Press.---------------= -----350.0 !)Cf Soil Density = 110.0 pct Soil Ht over Toe = 42;00 in -Load Eccentricity Footing Wi9th Ftg. CL to Wall Vert. Position of Ftg.- --. •• Above/Below:[ + /-] --- Spread Footing = = ? 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft Yes SUMMARY Pressure@ Toe -· ---FOOTING DESIGN------------- Pressure @ Heel - Allowable Press. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: · Overturning Sliding = 1996·.3 psf Soil Press. Mult. Toe Heel f'c _ =-124.0 psf By ACI Eq 9-1-= 2795------174 psf ---Fy -----·--- = -2500 psf Mu-Upward 7.06 in Mu-Downward = 3389 1337 --2051 - -------0 ft-# -Min. As Percent 2053 ft-# Omit SP Under Heel = o.oo psi Mu-Design ----2053 ft-#----------Toe = 0.Q0 psi One-Way Shear: = 93.11 psi Actual = 0.0 0.0 psi 2.97 :1 4.84 :1 · Allowable = ~ 93.1_ -93.1 psi· Cover over Rebar 3,50 __ 2.50 in 'd' = 20.50 21.50 in ·· Ru = Mu/bd"'2 = 5.4 -~ 4.9 psi # 4@ 48.00 # 5@ 48.00 # 6@ 48.00 #-7@ 48.00 # 8@ 48.00 # 9 @· 48.00 Heel = 3000 psi --60000 psi 0.0000 ? Yes 48.00 in o/c 48.00 in o/c 48.00 · in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c --------------SUMMARY OF FORCES & MOtv,ENTS----"--------------'-- Overturning Moments Resisting Moments----- Origin of Force ••• # ft ft-# # ft ft-# ,_ Active Soi_l Press. 1374.5 2.91 4004.8 0 0 0 Soil over Heel 0 0 0 1097'.8 3.17 3478.2 Soil over Toe = -529.4 -1 .83 -970.5 642.9 0.84 536.9 Sloped Soil @ Heel = .O -o ·· ------------0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = · 0 0 O 0.0 0.00 0.0 I Surcharge over Toe = 0.0 0.00 0.0 0:0 0.00 0.0 Axial Load ~n Wall : . 0 0 0 _ 650,0 _ _ 2.00 1302.2 _________ Load@ProJ. Wall _____ -__ Q.O _______ 0,00 _________ 0.Q _________ O ______ o ________ 0--------------------__ I I I Averaged Stem Wts. = 0 0 Q 650,0 2.00 1302.2 Added Lateral Load Q.O 0.00 0.0 O O 0 Footing Weight = 0 0 0 1200,0. 2.00 2400.0_ Key Weight ·-= 0 ----0 ·· -0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 Totals = 845.2 # Resisting Totals Used For Soil Pressure {Vert. Component of Active Pressure Removed) V4.4D {c) 1983-96 ENERCALC _o _______ o _____ o._o ______ o.oo _______ _ 3034.3 ft-#. 4240.7 # 0.0 9019.4 ft-# 9019.4 ft-# (continued: on_ next page .... ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I .<"\ I -~ j I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61°9) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE Al-EAST WALLS ( ..... continued) STEM SUMMARY------ Top Stem: · From 6.00 ft to Top of Wall 8.00in Concrete w/ # 4@ 12.00in, d.,;, 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in LEGOLAND IMAGINATION 96240 LEGO .EXPERIENCE SHOW TMB Date: 02/05/98 I I --··-Mu=·-o.O-<=Mn-=3423.0tt-#· --------------. - I I I I_:=) I I Vu= 0.00 < = Vn = 93.11psi Interaction Value = 0.006 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 4@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in-------·---------------- Mu = 178.0 < = Mn = 3423.0ft-# Vu = 3.43 < = Vn = 93.11 psi Interaction Value = 0.052 Third Stem From 2.00ft to· 4;00ft- 8.00in Concrete w/ # 4 @ .12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12,0in Mu = 995.7 < = Mn = 3423.0ft-# Vu= 11.26 <·= Vn = 93.11psi Interaction Value = 0.291 Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 1701. 1 < = Mn = 3423.0ft-# Vu= 15.38 < = Vn = 93.11psi -· Interaction Value = 0.497 Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 4@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 2604.6 < = Mn = 3423.0ft-# I I I I Vu=19.51<=Vn=93.11psi ~ 11 it~J •-~-,-, r:::::.. --_______ lnte(action.Value_=-._0.761 ----·u.5l-71"--S€?. /_2, __ vrrree...J:A /JJ ~-~ v, 5o ~-· Page:~/.> '· I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619} 497-2118 (61°9) 497-0429 fax LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 I ,_ -~A~:'LEVERE~ R~AINl~~l'{ALLDESIG_N_ CASE All-EAST WALLS __. ______ .,. ________ : __ ---------------__ ,_ -~ --~ Page: =fl7~ I I WALL & FQOTING DATA VERTICAL LOADS Retained Height = . 6.00 ft Axial DL: on Stem Wall Hi:. above Soil = 0.50 ft Axial DL on Stem Toe Width -= 1.67 ft Heel Width =-· · 2.33 ft Total Footing Width = 4.00 ft ., .. Eccentricity Surcharge over Toe Surcharge over Heel 650 pit Qplf 0.00 in 0.0 psf 100.0 psf LATERAL LOADS----- Lateral Load Acting on Stem Above Soil Add'I Lateral Load Dist to Load -Start Dist to Load End 20.00 psf 360.00 pit 6.00 ft 6.50 ft Footing Thickness = 24.00 in 1·--------·-~=~ ~~~:~ ------------=-~:~~ :~--.-..... ··--------S~IL DA~A ------· ·---... ---~~~~~~~T-FOOTl~G-·-.... ·------ Toe to Key Dist. = 0.00 ft Allowable'Bearing = 332!? psf Vertical Load 0.0 # = SLIDING CHECK----'--Active Lateral. = 35.0 pct Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 •.•.. Max Press.. = 0.0 pct Footing Width Soil to Neglect = 10;00 in ••••• Slope Press. = 0.0 pct Ftg. CL to Wall Lateral Pressure = 1565 .# Backfill Slope = 0.0 :1 Vert-. Position of Ftg. I = 0.00 ft = 0.00 ft -.. -·--··· -----Passive Pressure -----=--1283 #····Passive Press;---·--=· ---350.d ·pcf·--·; •• Above/BeloW:[ +/-] = 0.0 ft ~~ ----··-·- I -Friction = 1313 # Soil Density = .110.0 pcf Spread Footing Add'I Force Required = 0.0 # Soil Ht over Toe 10.00 in SUMMARY FOOTING DESIGN---------------- ? Yes I-- I.J I I Pressure @Toe = 2958.2 psf SoirPress. Mult. f'c. Toe Heel = Pressure @ Heel ·-=· --0.0 psf By _ACI Eq 9-1 -Fy --4141 0 psf· ·-=· Allowable Press. = 3325 psf Mu-Upward Min. As Percent 4507 0 ft-#·· = Ecc. of resultant = 13.86 in Mu-Downward Omit SP Under Heel 765 2053 ft-# ? Max. Shear @ Toe Mu-Design Toe Heel = 0.00 psi = 3743 -2053 ft-# Max. Shear @ Heel One-Way Shear: # 4 @ 44.39 48.00 in o/c = 0.00 psi _Allow. Ftg Shear Actual = 0.0 0.0 psi # 5@ 48.00 48.00 in o/c = 93.11 psi Factors of Safety:· ··Allowable· ·93.1 93.1 psi # 6 @ 48.00 48.00 in o/c Overturning Cover over Rebar = 3.50 i.5Q in # 7 @ 48.00 = 1.58 :1 Sliding 'd' = 20.50 21.50 in · # 8@ 48.00 Ru = Mu/bd·2· · -9.9 · 4.S·psi ·-# 9@ · 48.00 = 1.66 :1 48.00 in o/c 48.00 in o/c 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS----------------- Origin of Force .•• Active Sojl Press. Soil over Heel Overturning Moments # ft = 1374.5 = 0 .2.91 0 ft-# 4004.8 0 Soil over Toe -140.5 0.94 -i32.7 ··· Sloped Soil @ Heel = 0 0 0 Adjacent Ftg. Load .,. 0.0 0.00 0.0 Surcharge Over Heel - 0 0 O Surcharge over Toe = 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 # 0 1097.8 153.1 0.0 0.0 0.0 0.0 650~0 Resisting Moments---------- ft 0 3.17 0.§4 0.00 0.Q0 0,00 0.00 2.Q0 ft-# "· 0 3478.2 127.8 0.0 0.0 0.0 0.0 1302.2 3000 psi 60000 psi 0.0000 Yes I I I 1-- ____ -Load @Proj. Wall __ ===--~o.o. ___ 8.25. _______ 82.5___ 0--------0--------... -0------------------... I Averaged Stem Wts. = 0 0 0 .650.0 2.00 1302.2 Added Lateral Load = 180.0 8.25 1485.0 0 0 0 Footing Weight Key Weight ----·--· = 0 0.. 0 . 1200.0. 2.00 2400.0 o o ·o o.o o.oo o.o Vertical Component of Active Pressure= 0 Totals = 1424.1 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC o_ __ ____ o ____ _ 5439.7 ft-# o.o ________ o.oo _______ ~·-·· o.o __________ _ 3750.9 # 3750.9 #· 8610.3 ft-# 8610.3 ft-# (continued on next page .... ) GEORGE R. SAUNDF,:RS ASSOCIATES, KW060361 I I I ·8 I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61"9) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN .... ---. .. ·--• -. --' --..----·--·-· ,_ --------···----" CASE All-EAST WALLS ( ••••• continued) STEM SUMMARY---- Top Stem:· From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 12.00in, d =· 4.00in · f'c= 3000.0psi, Fy;.. 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in . lEGOLAND IMAGINATION 9"'6240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 Page: tfll] I Mu = 74.0 <·= Mn-= "5154.8ft-# ----·-----------------·-··-······ ---·--_ I I I I_--,) ·.~.] I I Vu= 6.14 <= Vn = 93.11psi Interaction Value = 0.014 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00ili f'c= 3000.0psi, Fy= 60000.0psi _ ---Wall Wt. =-100.00psf, Bar Embed =-12.0in---··-,-------- Mu = 844.0 < = Mn = 5154;8ft-# Vu= 9.57 <= Vn = 93.11psi Interaction Value = 0.164· --·· --· - . Third Stem--From-2.00ft to-4.00ft ___ __:_ ___ 8.00in Concrete w/ # 5 @-12.00in; d= 4.00in··- fc= 3000.0psi, Fy= 60000.0psi Wall Wt.=-100.00psf, Bar Embed= 12.0in- Mu = 2287 .2 < = Mn = 5154.8ft-# Vu= 18.24 < = Vn = 93.11psi Interaction Value = 0.444 . . -· Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ #. 5@ 12.00in, d= 4.00in f'c= 3000.0l?s~. Fy= __ 009qo:Opsi ___ _ Wall Wt.= 100.00psf, Bar Embed= 13.2in. Mu = 3410.1 < = Mn = 515·4;8ft-# Vu = 24.43 < = Vn = 93.11psi----...... · -·--- lnteractipn Value = 0.662 Bottom Stem From 0.00ft to 1 .OOft 8.00ifi Concrete w/ # 5 @ 12.00in, d = 4.00in -- f' c = 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 9.0in Mu = 487 4.0 < ;; Mn = 515.4.8ft-# Vu = 31.70 < = Vn = 93.11psi I I I ___ Interaction Value = 0.946~-~-----___________ _ 1---------- 1 ---· ----------------------·-- 10· I V4.4D (cl 1983-96 ENERCALC '· GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, CaUfor:nia 92108 · (619) 497-2118 -(61"9) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE AIII-EAST WALLS WALL & FOOTING DATA VERTICAL LOADS Retained Height = 4.00 ft Axial DI.: on Stein Wall Ht. above Soil -0.50 ft AxiafDL on Stem = = Toe Width · -1.67 ft ...• Eccentricity = Heel Width = 2.33 ft Surcharge over Toe = Total Footing Widttt = 4.00 tC. Surcharge over Heel = Footing Thickness = 24.00 in LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 Page: (11B lATERALLOADS----- 650 plf_ lateral lo<!d Acting on 0 plf Stem Above Soil = 0.00 psf 0.00 in Add'l lateral load = 0.00 plf O.Opsf Dist to Load Start = 0.00 ft 100.0 psf Dist to load End = 0.00 ft 1 ·· ----·-~=~~~~:~ ·-----·-··-· =--~:~~:~---------S-0-IL-DA_T_A __ ---------------~~J;~~NTFQOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 2500 psf Vertical Load = 0.0 # I I I I I I I I I SLIDING CHECK--~-Active Lateral -· · · · · --35.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 · ·--..... Max Press. -· · = 0.0 pcf Footing Width 0.00 ft Soil to Neglect = 10.00 in ..... Slope Press. ----0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 821 # Backfill Slope 0.0 :1 Vert. Position of Ftg • . __ -Passive Pressure -···· .. -= -2022 #--·-Passive Press.--· ---=-· 3·50,0 pcf-· ·-. •• Above7Below:[ + /-1---· 0.0 ft·- -Friction = 1158 # Soil Density = 110.0 pct Spread Footing ? Yes Add'I Force Required = 0.0 # · Soil .Ht over Toe = 18.00 ln SUMMARY ··-·-· ·· --··· FOOTING DE:SIGN-------------- Pressure @ Toe = 1218.7 psf Soil Press. Mult. Toe Heel . f'c = 3000 psi Pressure @ Heel . --· 435.0 psf--· By ACI Eq 9-1 =-· 1706 · 609 psf · Fy = 60000 psi Allowable Press.-· =--2500 psf--Mu-Upward---···· · = 21·55 O·ft-# Min. As Percent = 0.0000 Ecc. of resultant = 3.79 in Mu-Downward = · 908 l627 ft-# Oniit SP Under Heel ? Yes Max. Shear @Toe = --0.00 psi-Mu-Design---· -= 1.258 -1627 ft-# Max. Shear @ Heel = 0.00 psi One-Way Shear: . Allow. Ftg Shear = 93.11 psi A<,tual 0.0 o~o psi Factors of Safety: -~-. ~ ______ Allowable.. --93.1 -93.1 psi Overturning = 4.52 :1 . Cover over Rebar = 3.50 2.50 in Sliding = 3.87 :1 'd' = 20.50 21.50 in -·· . __ Ru =.= Mu/bd: 2 3,3 3.9 psi· #4@ #5@ -#6@ #7@ #8@ #9@- Toe Heel 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 ·· · 48.00 in o/c - --------------SUMf'.!.~~Y_O_F FORCES & M.OMENTS-----~-------- Overturning Moments Origin of Force ... # ft Active Sojl Press. = 820.9 2.23 Soil over Heel = 0 0 ft-# 1832.7 0 # 0 731.9 Soil over Toe = -214.4 1.17 -250.1 275.6 SlopedSoil@He1:11··-·= _·--o o---o · o.o Adjacent Ftg. Load = 0.0 Q,00 o.o 0.6 Surcharge Over Heel . = · 0 0 0 0.0 Surcharge over Toe = 0.0 · 0·.00 0.0 0.0 Axial load on Wall ·= 0 0 O 650.0 Load @ Proj. Wall = 0.0 · · -_ 0,QO ____ 0.Q _________ o Averaged Stem Wts. = 0 0 O 450.0 Added Lateral load· = . 0.0 0 .• 00 0.0 0 Footing Weight 0 ---. -0 -. 0 1 200.0 Key Weight --. --. . =··--o-·---·-·--o o o.o Vertical Component of Active Pressure= 0 0 Totals 606.5 # Resisting Totals· Used For Soil Pressure · (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC o ___________ o.o_ 1582.6 ft-# 3307.4 # 3307.4 # Resisting Moments----- ft ft-# '· 0 0 3.17 2318.8 0.84 230.1 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 2.00 1302.2 ___ o ___ -----··--o _______ ---·-·----- 2.06 901.5 0 0 . 2.00. _ 2400.0 0.00 0.0 o.o 7152.5 ft-# 715,?.5 ft-# (continued on next page .... ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I Cl I ·.- 1 I I I I I 1-.. ') --- 1 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108. (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE AIU-EAST WALLS ( ••••• continued) STEM SUMMARY----- Top Stem: "From 6.09 ft to Top ofWall 8.00in Concrete w/ # 5 @ 12.00in; d = 4.00in f'c = 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu =· O.O-<= Mn·= 5154.Stt-#""··----·-------· . --. Vu= 0.00 <= Vn = 93.11psi Interaction Value = 0.000 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.=· 100.00psf, _Bar Embed= 12.0in -----· -~ --- Mu = 0.0 < = Mn = 5154.8ft-# Vu = 0.00 < = Vn = 93,11psi Interaction Value = 0.000 Third Stem From 2.00ft to 4.00ft 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 178.0 < = Mn = 5154.8ft-# Vu = 3.43 < = Vn = 93.11 psi Interaction Value = 0.035 Fourth Stem From 1 .OOft to 2.00ft · · 8.00in Concrete w/ # 5 @ 1.2.00in, d = 4.00in f'c= 3000.0psi, Fy= 6000Q.Opsi _ Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 488.4 < = Mn = 5154.Sft-# Vu= 7.13<=Vn=~3.11psi. lnteracti!:m Value = 0.095 Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 12.00in, d = · 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 995.7 <:;: Mn = 5154.8ft-# Vu= 11.26 <= Vn = 93.11psi LEGOLAND IMAGINATION 96240 LEGO· EXPERIENCE SHOW TMB Date: 02/05/98 Page: '· I I I I -··--· .... _ Interaction Value_=::.._Q,_1:.::9cc::3c....._--'-' _______ _ --·· ------·--·-----~------·---..------·--·--------------------------------------.. ··-·· ··- I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I .~ I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400· San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE AIV-EAST WALLS WALL & FOOTING DATA VERTICAL LOADS. Retained Height ~ 4;00 ft Axial ·DL ·on Stem Wall Ht. above Soil = 0;50 ft Axial DL on ~tern Toe Width = 1.67 ft Heel Width = 2.33 ft · Total Footing Width 4.00 ft Footing Thickness = 24.00 in •••• Eccentricity Surcharge over Toe Surcharge over Heel = LEGOLAND LEGO EXPERIENCE SHOW 960240 TMB Date: 02/05/98 Page: ~io LATERALLOADS----- 650 plf 0 pit 0.00 in 0.0 psf 100.0 psf Lateral Load Acting on Stem Above Soil Add'I Lateral Load Dist.to Load Start Dist to Load End = = = = 20.00 psf 360.00 plf 4,00 ft 4.50 ft I --. --~:; ~~~~~. ·-----·-: ·-~:~~ ;~ ----------s~1~-~~;A· ---·· --------·· Toe to Key Dist. = 0.00 ft Allowable Elearing = 3325 psf Vertical Load ADJACENT FOOTING---- 0.0 # = SLIDING CHECK----Actlve Lateral · 35.0 pcf Lo.ad Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 ..... Max Press. = 0.0 pcf Footing Width Soil to Neglect = 10.00 in ..... Slope Press. 0.0 pcf Ftg. CL to Wall Lateral Pressure = 1011 # Backfill Slope = 0.0 :-1 Vert. Position of Ftg. 1-= 0.00 ft = 0.00 ft ' • Passive Pressure ---= -1283 #-Passive Press.--· -=· -350.0·pcf -··.;.Above/Below:[+/-]--·--·--0.0 ft --1 I I I -· . .,, : .. ) I I I -Friction = 1115 # Soil Density = 11, 0.0 pCf Spr~ad Footjng ? = 0.0 # Soil Ht over Toe = 10.00 in Add'I Force Required SUMMARY FOOTING DESIGN------'-'-~- Pressure@ Toe Heel = Yes 3000 psi · Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: = 1624.6 psf Soil Press. Mult. Toe = · 0.0 psf· By ACI Eq 9-1-.. = 2274 0 psf Oft-# f'c . Fy = -60000 psi 3325 psf Mu-Upward = -2721 Min. As Percent Omit SP Under .Heel = .. O;OOOO Overturning Sliding 8.32 in Mu-Downward 0.00 psi Mu-Desigri 0.00 psi One-Way Shear: 765 = 1957 1627 ft-# -1627 ft-# = 93.11 psi Actual = 0,0 0.0 psi · Allowable · · = ·93.1 93.1 psi 2.44 :1 Cover over Rebar = 3.50 2.50 in 2.37 :l 'd' = 20.50 21.50 in Ru == Mu/bd~2-""' · 5.2· 3.9 psf #4@ #5@ # 6,@ #7@ #8@ #9@ ? Toe· Heel· 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 · · 48.00 in o/c -· - 48.00 48.00 in o/c .. - 48.00 48.00 in o/c 48.00 --48.00 in o/c----- --------------SUMMARY OF FORCES & MOMENTS--'---~---------- Overturning Moments Resisting Moments----- Origin of Force ••• # ft ft-# # ft ft-# '· Active Soil Press. = 820.9 2.23 1832.7 0 0 O Soil over Heel = 0 0 0 731.9 3.17 2318.8 Yes Soil over Toe = -140.5 0.94 °132,7 153.1 __ . _ __0.84 _____ 127.8 __ _ Sloped Soil@ Heel O O O 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 O;OO 0.0 Surcharge Over Heel - 0 0 0 0.0 0.00 0.0_ I Surcharge over Toe 0.0 O.OQ 0.0 0.0 0.00 O.O Axial Load ~n Wall = 0 0 0 650.0 2.00 1302.2 _________ Load @ProJ. Wall ____ =10.0 _____ 6.25 _______ 62.5 ___________ 0-------------0------------·. o ____ -------------·-· I I I ,o I Averaged Stem Wts. = 0 0 0 450.0 2.00 901.5 Added Lateral Load = 180.0 6.25 1125.0 O O O Footing Weight___ _ _ = 0 ~ 0 0 1200.0 __ 2.00 __ . 2400.0 Key Weight = O O O 0.0 0.00 o.o Vertical Component of Ac~ve Pressur~ =: _______ 9 ______________ O Totals = 870.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC . Q _ --____ __:0.0 ____ o.oo. _____ o.o ___________ . _ 2887.5 ft-# 3184.9 # 3184.9 # 7050.3 ft-# 7050.3 ft-# (continued on next page •••• ) . GEORGE R. SAUNDERS ASSOCIATES, KW060361 .:. I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax ,.., I U}. CANTILEVERED RETAINING WALL DESIGN CASE AIV-EAST WALLS I ( ••••• continued) --STEM SUMMARY---- I 1···- Top Stem:· From 6.00 ft to Top-of Wall 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in ------Mu=-38.3--<-= Mh =· 5154.8ft~#···-·· --------·· -· Vu = -0.97 < = Vn = 93.11psi Interaction Value = 0.007 1 I I- Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ 12.00in, d =.4.00in f'c= 3000.0psi, Fy= 60000.0psi . ------Wall Wt.= 100.00psf; Bar Embed= 12.0in -- Mu = 74.-0 < = Mn = 5] 54;8ft-# Vu= 6.14 <= Vn = 93.11psi ····· Interaction Value = 0.014 --· · --Third Stem From· 2.00ft to 4.00ft -· -----· -· 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi . . . ---Wall Wt.= 100.00psf, ·Bar Embed= 12.0in I Mu = 844.0 < = Mn = 5154.Sft-# :-·-:)· Vu = 9.57 < = Vn = 93.11 psi ·-:.-" Interaction Value ·= 0. 164 I I Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in ___ f'c=_?OOO.Opsi, Fy= 60000.0ps_i Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu= 1451.7 <=Mn = 5154.8ft-# Vu = 13.28 < = Vn = 93. 11 psi ----.. Interaction Value = 0.282 I Bottom Stem From 0.00ft to 1.00ft · ---·-· 8.00in Concrete-w/ # 5@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in I Mu= 2281.5 <=Mn= 5154.8ft-# Vu = 18.08 < = Vn = 93.11psi LEGOLAND LEGO EXPERIENCE SHOW 960240 TMB Date: 02/05i98 .. ----------------------... Page:£181 ..... _ _____________ Interaction Value.-=..Q • .443'----_.c__ ______ _ ---------------------------------- I 1-----------····---------. 1·· 10 I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I MARTIN & MARTIN, INC. 7801-Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN. CASE AV-EAST WALLS WALL & FOOTING DAT A VERTICAL LOADS Retained Height = 6.00 ft Axial DL·on_Stem Wall Ht. above Soil = 0.50 ft Axial DL on Stem Toe Width · = 1.67 ft Heel Width = 2.33 ft Total Footing Width---· · = 4.00 ft Footing Thickness = 24.00 in ...• Eccentricity Surcharge over Toe Surcharge over Heei. LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 Page: f?{gi, LATERAL LOADS----- 0 plf Lateral Load Acting on 0 plf $tern Above Soil = 20.00 psf O.OOin Add'I Lateral Load = O.OOplf 0.0 psf Dist to Load Sta.rt = 0.00 ft 100;0 psf Dist to Load End = 0.00 ft Key Depth-------~----=·-0.001n ----·---.... ~---------------·--· · ·-----.. ---~--· ·-_....,., _________ ---·---· ----- Key Width = 0.00 in ~OIL DAT A Toe to Key Dist. = O.QO ft Allowable Bearing = SLIDING CHECK -~~~ Active Lateral = Ftg/Soil Friction·-----·-· =· -0.35 ..... Max Press. = Soil to Neglect = 10.00 in ..... Slope Press. = Lateral Pressure = 1385 # Backfill Slope = ADJACENT FOOTING---- 3325 psf Vertical Load 35.0 pcf Load Eccentricity 0.0 pcf Footing Width 0;0 pcf Ftg. CL to Wall 0.0 :.1 Vert. Position of Ftg. = 0.0 # 0.00 in 0.00 ft 0.00 ft I I I ·---·· -Passive Pressure-----=--1283 #--Passive Press.--=-350.0 pcf ---•.. Above/Below:[+/-] -·---=· ·-·· -0.0 ft I I .. ·) ·--..... _~ I I I -Friction = 1085 # Soil Density = ·1 10.0 pcf Spread Footing ? Add'I Force Required = 0.0 # Soil Ht over Toe = 10.00 in -SUMMARY · FOOT-ING DESIGN--·-------------- Toe Heel f'c _ = 3000 psi Pressure @ Toe = 1911.5 psf Soil Press. Mult. Pressure@ Heel-·------= --···· 0.0 psf · By ACI Eq 9-1' Allowable Press.----·-·-· =·-· 3325 psf Mu-Upwar<l -2676 --0 psf · 0 ft-# 2053 ft,#· -2053 ft~#- Fy = ·· 60000 psi = 3091 Min. -As Percent = 0.0000 Ecc. of resultant = 11.02 in Mu-Downward 765 Omit SP Under 1-jeel ? Yes . Max. Shear@Toe.---= -. 0.00 psi Mu-Design · = 2327 Toe Heel Max. Shear @ Heel = 0.00 psi One-Way Shear: #4@ 48.00 48.00 in o/c Allow. Ftg Shear -93.l 1 psi Actual = 0.0 0.0 psi #5@ 48.00 48.00 in o/c Factors of Safety:. ____ . · Allowable · ... 93.1 ., 93.1 psi If 6@ 48.00 48.oo· in o/c Overturning __ .. = 1.85 :1 Cover over Rebar = 3.56 2.50in #7@ 48.00 48.00 in o/c Sliding = 1.71 :1 '.d' -20.50 21.50 in #8@ 48.00 48.00 in o/c Ru = Mu/bdA2 · = 6.2 4.9 psi # .. 9@' 48.00 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS-----'----------- Overturning Moments Resisting Moments----- Origin of Force ... # ft ft-# # ft ft-# '· Active Soi! Press. = 1374.5 2.91 4004.8 O O 0 Soil over Heel O O O 1097 .8 3.17 3478.2 SoiloverToe = -140.5 0.94 ~132.7 153.1 0.84 127.8 --·:-Sloped Soil @ Heei---=·---o-· o o o.o o.oo o.o Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel -0 0 0 0.0 0.00 0.0 I Surcharge over Toe -0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall -0 0 0 0,0 0.00 0.0 ______ Load(@ ~roj.i,yall __ = 10.0 ---·-·-·-8.25 ____ 82.5 _________ . 0-------0---------.0----···-------- I 1---- 1 ··-,0 I Averaged Stem Wts. -0 0 0 650.0 2.00 13.02.2 Added Lateral Load 0.0 0.00 0.0 0 0 0 . FootingWeight_·_:_:::~_·-_____ ;':' ___ ·_ 0 0 · 0 .1200.0... 2.00.. 2400.0 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component · of Active Pressure = . 9-____ • ___ 0 ---·---· ·-----··-o. Totals = 1244.1 # ·---Resisti·ng TofaisLised ForSoil ·Pressure - (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC 3954.7 ft-# 0.0 3100.9 # 3100.9 # 0.00 . --. __ .. 0.0 .. 7308.2 ft-# 7308.2 ft-# (continued on next page .••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I <) MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (61 ~) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 -~ . --I .. J . -. -·--~ --------- CASE AV-EAST WALLS ( ••••• continued) STEM SUMMARY----,-- Top Stem: ·From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 12.00iri, d = 4.00io f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in I I I I I I ··-·----Mu·= ··4_3·<-= Mn= 5154.8ft-# . -·-··-·--------.. -----------------·· I -, ' \ 1 I I -.:' Vu = 0.32 < = Vn = 93.11 psi Interaction Value = 0.001 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi · -· Wall Wt.= 100·.00psf, Bar Embed= 12.0in··-·--·-·-- Mu = 216.2 <=Mn = 5154.8ft-# Vu= 3.76 < = Vn = 93.11psi Interaction Value = 0.042 Third Stem From 2.00ft to 4.00ft · -····· ··-··· ··-----··-• -·---·---·-·--· 8.00in Concrete w/ # 5 @ 12.00iri, d = 4.00in---·· ---· ------·· ·------· .. -· • ·---- f'c = 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf,BarEmbed= 12.0in --·-·········-·-···-·--· -..... · Mu = 1101.5 < = Mn = 5154.8ft·# Vu= 12.42 <= Vn = 93.11psi Interaction Value = 0.214 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 6QOOO.Opsi .. . . .. • . . .•. Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu= 1945.3 <=Mn= 5154.8ft-# Vu = 18.62 < = Vn = 93.11psi Interaction Value = 0.377 I Bottom Stem From 0.00ft to 1'.00ft 8.00in Concrete w/ # 5 @ 12.00in~ d .;-4~06in __ _ f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in I Mu= 3130.2 <=·Mn = 5154.8ft-# Vu = 25.89 < = Vn = 93.11psi Page: ~'O? _______ lnt~ractioQ_Value .. =:?..0.607. ...•• ___ ·..;. _______ . ___________ _:_ __ · --·--------------·----··--· ··-·····-·· I I I 10 I -···--. ---~-----·--·---------------------------------·· --·--· ···-· V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I ___ , - 17 I - MARTIN & MARTIN, INC. Structural 8' Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 _ Fax (619) ~~7-0429 . JOB-----,--=(A'?,.::;;...::;.....;..~~· ....:.:i. -~-:::.-.------_,.;_: __ _ SHEET NO. ------------·-=G1~ . ..,;.~-J'rL.-..· OF __ : _ _.··._· __ _ CALCULATED BY ____ ___:~=--'-·_ ~ATE .. 2" f:; ·18 CH7CKED BY . _ DATE· .. SCAL.E ~~~·cE.. ~-/ftn,J / .r-it;;,:z_: . . . , 2 3 · < • e ~ , 8 , 2 ·e • ·s ,. .. ·7 ~-, 2 2_ , / • · 7 • .,. ,. -:, a s • _ 7 • -s , 2· ·: , ,,. .•· 7 s , ·2 -3 · ,. s· ·• 7 0 -· , ,_ -0 • , .. 5 · 6 --~ · ·, .' ,-2 ~ 3 -·. I · ~-r ~ /:?M>: -~ :----'·l ·:. ···· ·i· .. : ......... ,..,: .. _,:.~.· . .-·_;_·. : ..... ~ ... j., -, .. ·· --.. ; ..... 3 ~et(§L ·:, f -., :· ... ---i·-· , ... _: __ ·:ao/jfb~ .:31i;·~;t7e;-P7to·· ,· ·. . ........... ..... .. . .. .. ... :----:·--· -.. (:) ............. --.-:·::·:·.·--:..(:: ·:·----... _ .... ; ............. · .. i--. ·~--------~· .. . ............... ~ ........ : .... -·-~ ...... -·~·-.. ·· ·--J .......... , ...... : ... :.~ ... : .. : ...... ) ..... : ............ : ...... :.... ----;-~ ... _ .. : __ . .. • I I I I I \ .. ~,·:···! ··.:-.·,:·:.;_":"·,···.""1··--;-~.; .:.._. (- ~ · ~~ ~.~.· 0 ~~ 1L~-T · ;;~: '•· --· ---p ,: -a~~~J~;c~~)~!sf.Ot-;:;/:'k • · • I· ~ f~f . . . ;· . . , t11*et!.mCA(... . .. . l: , __ : 1 · ... · .. _ . : · [ . . . . . ·.; : . . ~ ........... -:'/41 ..... ---._: -• -~I ii --------i· ,.. · .. _ .......... ,. ~t,··:··--2.0_.~1~1 '5·-.;s-J-.·---=.---.i{i;?J __ .Jtl_ .... :·'.-·· ...... : .... ·--··:· · · ,: ~p ~~ · I _, _ ~,~-· ·.· .. f,_ .. '// -· ; :. . ; .·. ; : ~ -.-__ . . . -:;,'. : . gyr;rc/':·: . / c,o·t.'z ~ ~~ "Yt ·· ----4"-·~---· ~. _ .. _:___ .. •.-· ::-~---:.--....----::-· __ :, ... ----.----~-··; ___ . ~~~:...:...:.~ .. ... re..' ··Crrrr7pi7[&-g.'·.-r--ffleur .. ;: ..... h-----·-· __ !_ . ...... , ....... : ..... ....,, .......... · --· ··--··----~ --· ···--·-·--·····-··-··-.......... _ ... ,., .. ,_ ------··-·· .... : ... · . --!. ··- ' -. l.-:. -· ~ '.:: i .. · ~· -. . . > -.-: •• l - l ........ ~-•••• -• !-·:·__ . ''. '. . • .... : . - I .. I . . PBODJCT20~:t ~i..~.$1;,:.:n l..'.e!-~ c.•t11 ToCJ~·:>4~1;:'.""!Q-_t.::=.:r~·t'.f..-~5-S36".· I I I 1- I I I I .:~~.) ·-= I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite· 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE Bl-EAST WALLS LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS----- Retained Height = 2.50 ft Axial DL· on Stem = 560 plf Laterpl Load Acting on Wall Ht. above Soil = 3.00 ft Axial DL on Stem = Oplf Stem Above Soil Toe Width · = 1.17 ft •••• Eccentricity = o;oo in Add'I Lateral Load Heel Width 1.83 ft Surcharge over Toe = 0.0 psf Dist to Load Start Total Footing Width = 3.00 ft Surcharge over Heel = 100.0 psf Dist to Load End Footing Thickness = 24.00 in . ---Key Depth--· -----· -~ · -= ·· 0.00 ·111 ----·· -----·--··------------.----.-.. ~-·-·--~ --n --·-·· •• -·--• - = = = = 0.00 psf 0.00 plf 0.00 ft 0.00 ft Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 2500 psf Vertical Load = SLIDING CHECK----------Active Lateral · = 35.0 pcf Load Eccentricity = Ftg/Soil Friction = 0.35 •••.• Max Press. = 0.0 pcf footing Width = Soil.to Neglect = 10.00 in ••••• Slope Press. = 0.0 pcf Ftg. CL to Wall = Lateral Pressure 498 # Backfill Slope = 0.0 :1 Vert. Position of Ftg . 0.0 # 0.00 in 0.00 ft. 0.00 ft . -Passive Pressure .. ----- = .. 3422 #---Passive Press.-----·-·--= -350.0 pcf· "" ••• Above/Below:[ +/-1 --= -----0.0 ft -Friction = 928 # Soil Density = 110.0 pcf Spread Footing ? Yes Add'I Force Required = 0.0 # Soil Ht over Toe = 30.00 in SUMMARY FOOTING DESIGN---------------= Pressure @ Toe Pressure @ Heel - Allowable Press. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding = 1096.6 psf Soil Press. Mult. Toe Heel = 671.2psf-ByACIEq9-1-=·1535· 940 psf -- 0 ft-# 639 ft-# -639 ft-# 2500 psf-Mu-Upward · · · · = · · 998 = 1.44 in Mu-Downward = 551 0.00 psi Mu-Design = 447 0.00 psi One-Way Shear: = 9.3.11 psi Actu·ar = 0.0 0.0 psi · · ··Allowable · -· = -93. 1 93. 1 psi 12.36 :1 Cover _over Rebar = 3.50 2.50 in 8.74 :1 'd' = 20.50 21.50 in Ru = Mu/bd. 2--= 1.2 1.5 psi f'c Fy = Min •. As Percent .. Omit SP Under Heel = ? #4@ #5@ #6@ #7@ #8@ # 9@ Toe-Heel 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS-------------- Overturning Moments .R~sisting Moments----- Origin of Force ••• # ft ft-# # ft ft-# '· Active Soil Press. = 497.6 1.72 853.7 0 0 0 Soil over Heel = 0 0 0 319.9 2.42 773.7 Soil over Toe = -354.4 1.50 Sloped Soil @ Heel = 0 O -531.6 321.7 0.59 ___ J88~2- o 0.0 . 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = · 0 0 o O.o o.oo 0.0 3000 psi 60000 psi 0.0000 Yes I Surcharge over Toe = 0.0 0.00 Axial Load on Wall = 0 0 _______ Load_@ Proj._Wall ___ =:= _ _:._O.Q_ ___ Q.90,__ __ 0.0 0.0 o.oo 0.0 0 560.0 1.50 841.9 0.0 _____ 0--------.. 0 -----------_ 0--- I I I Averaged Stem Wts. = 0 O Added Lateral Load -0.0 0.00 Footing Weight = 0 0 key Weight · · Vertical Component = 0 0 of Active Pressure= 0 0 Totals 143.2 # Resisting Totals Used For Sofl Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) .1983-96 ENERCALC 0 550.0 1.50 826.8 0.0 0 0 0 0 900.0 _ 1.50 1350.0 0 0.0 0.00 0.0 o ________ o.o -------·-· o.oo'-------· o.oc....-_______ _. 322.2 ft-# 2651.7 # 2651.7 # 3980.6 ft-# 3980.6 ft-# (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I 1· MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 {619) 497-2118 {61'9) 497-0429 fax CANTILEVERED RETAINING WALL DESJGN CASE Bl-EAST WALLS ( ••••• continued) STEM SUMMARY---- Top Stem: · From 6.00 ft to TQp of Wall 8.00in Concrete w/ # 5 @ 12.00in! d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in ---H--.. Mu·= ,e-o.o-<·= Mn"'= 5154.Sft-#"---·-----·-· ·-----· · ----- Vu = 0.00 < = Vn = 93.11 psi Interaction Value = 0.000 Second Stem From 4.00ft: to 6.00ft 8.00in Concrete w/ # 5 @ 1·2.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi LEGOLAND IMAGINATION 96240 LEGO EXPERiENCE SHOW TMB· Date: ·02/05/98 -----··----------. --- I I I ---Wall Wt.= 100.00psf, Bar Embed= 12.0in -·---·-· -----------------------·-----------·-··· -· Mu = 0.0 < = Mn = 5154.Sft~# I --.., --~) I I I Vu = 0.00 < = Vn = 93.11psi Interaction Value = 0.000 -Third Stem From 2.00ft to 4.00ft . 8.00in Concrete w/ # s·@ 12.00in, d = 4.00ih f'c= 3000.0psi, Fy= 600QO.Opsi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 6.2 <=Mn = 5154.Sft-# Vu= 0.17 < = Vn = 93.11psi Interaction Value = 0.001 Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 5-@ 12.00in, d = 4.00in · -~-- f'c= 3000.0psi, Fy= 600QO.Opsi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu= 55.5 <=Mn = 5154.Sft-# Vu = 1.20. < = Vn = 93.1 lpsj .. __ _ lnteracti_on Value = 0.011 Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 5@ 1-2.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= .6.0in I Mu = 154.1 < = Mn = 5154.Sft-# Vu = 2.23 < = Vn = 93.1. 1 psi __________ Interaction Value= 0.0~_0 ______________ _ I I --------------------- 1 .~ v~(p Page: '· I V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE BIi-EAST WALLS LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 G1~l Page: WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS----- Retained Height = 2.50 ft Axial DL ·on Stem . Wall Ht. above Soil = 3.00 .ft A?Cial DL oil Stem Toe Width = 1.17 ft Heel Width = · 1..83 ft · Total Footing Width = 3.00 ft Footing Thickness = 24.00 in .... Eccentricity Surcharge over Toi, · · Surcharge over Heel = 560 pit 0 p(f o.oo in 0.0 psf 100;0 psf - Lateral Load Acting on Stem Above Soil Add'I Lateral Load Dist to Load Start Dist to Load End ·· Key Depth-· ·---· --=-· 0.00 m·--· -----·-·----· -· ·-----------... - = 20.00·psf = 320.00 plf = 5.00 ft = 5.50 ft Key Width = 0.00 in SOIL DAT A ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 3325 psf Vertical Load = 0.0 # · SLIDING CHECK · · Active Lateral =· 35.0 pcf Load Eccentricity = o.oo in Ftg/Soil Friction ·· · =·--0.35 · --· ..•.. Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 10.00 in ••.•• Slope Press. = 0.0 pct Ftg. CL to Wall 0.00 ft Lateral Pressure 718 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. -Passive Pressure-------=----3422 #--Passive Press.-------·= --350.0 pct . ·-•.. Above/Below:[+ /-1 --=---0.0 tt- -Friction = 928 # Soil Density = 110.0 pcf Spread Foqting ? Yes Add'I Force Required = 0.0 # Soil Ht over Toe = 30.00 in _SUMMARY-------·----FOOTING DESIGN------------ Pressure @ Toe = 2192.1 psf Soil Press. Mult. Pressure@ Heel--·· --=· ·-0.0 psf· -· By ACI Eq 9-1 -- Allowable Press.---· ---=· -3325 psf. Mu-Upward --- Ecc. of resultant = 8.32 in Mu-Downward Max. Shear @Toe. ------=·-· 0.00 psi Mu-Design Max. Shear @ Heel = 0.00 psi One-Way She-ar: Toe = ·3069 = 1762 = · 551 = 1211 Heel · 0 psf 0 ft-# 639 ft-# -639 ft-# - Allow. Ftg Shear = 93.11 psi Actual = 0.0 0.0 psi factors of Safety:. -·-·· . .. . . Allowable = 93.1 93.1 psi Overturning ~ _ . 2.16 :1 Cover over Rebar = 3.50 2.50 in Sliding = 6.06 :1 'd' = 20.50, 2t.50Jn _ _ ___ _ __ . Ru= Mu/bd-2 -· 3.2 1.5 psl· f'c· = Fy-= Min. As Percent Omit SP Under Heel = ? #4@ #5@ #6@ #7·@ #8@ # 9@· Toe Heel 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c --------_-__ -___ -_-_-__ -__ ---,--SUMMARY 9F FORCES&. MOMENTS-------------- Overturning Moments Resisting· Moments----- Origin of Force ••. # ft ft-# # ft ft-# '· Active Soi.I Press. = 497.6 1.72 853.7 O O O Soil over Heel = 0 0 0 319.9 2.42 773.7 Soil over Toe -354.4 1.50 -531.6 321.7 0.59 188.2 Sloped Soil @ Heel = · 0 --· -0 O 0.0 0.00 O.O Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel -0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.60 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 560.0 1,50 841.9 3000 psi 60000 psi· 0.0000 Yes I . ~------Load_@_Proj. Wall __ · -_= ~-~60.0 · .6.00 ______ 360:0 _____ Q __ ___.. ______ Q _______________ 0-----·----~--------· Averaged Stem Wts. = 0 O O 550.0 1.50 826.8 Added Lateral Load · = 160 .0 7 .25 11 60 .0 0 O O Footing Weight___ = ___ . _ 0 ___ _ .. O. .... 0 900.0 1.50 1350.0 Key Weight = 0 0 0 0.0 0.00 0.0 I Vertical Component I ···--·---·----!:~:ive Pressure: __ 3 _ 6 _ 3 .-: # ___ o ___________ o ________________ o.o_ .. .. 1842.2 ft-# 0.00 0.0 --- 2651.7 # 3980.6 ft-# I 10 I Resisting Totals Used For Soil Pressure (Vert. Component of Active, Pressure Removed) V4.4D (c) 1983-96 ENERCALC 2651.7 # 3980.6 ft-# (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I (?) ~ .--,. I I I I I I I I ---.~) I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE Bil-EAST WALLS ( ••••• continued) STEM SUMMARY------ Top Stem: 'From 5.50 ft to Top of Wall 8.00in Concrete w/ # 5 @ 12.00in, d.= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in ... Mu == 0.0 <=Mn· = 51-54.Sft·#··· --- Vu = 0.00 < = Vn = 93.11 psi Interaction Value = 0.000 Second Stem From 4.50ft to 5.50ft · ---·-------- 8.00in Concrete w/ # 5 @ ~ 2.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar EmbeQ= 12.0in---------------------~------------ Mu = 203.0 < = Mn = 5154.8ft-# Vu = 5.81 < = Vn = 93.1-1ps·i Interaction Value = 0.039 · -Third Stem From 2.00ft to 4.50ft ---· ·· ---------· -· ·-· · ---· -- 8.00in Concrete w/ # 5@ 12.00in, d= 4.00in· -------·• ·• -· · · · f'c= 3000.0psi, Fy= 60000.0psi .. Wall Wt.= 100.00psf, Bar Emoed=-12.0in --··--~------ Mu = 1016.2 < = Mn = 5154.8ft-# Vu= 7.28 <= Vn = 93.11psi Interaction Value = 0.197. Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 5@ 12.00in, d=. 4.00in _ ··-·- f'c= 3000.0psi, Fy= 60000.0psi __ __ _____ ..... _ Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu= 1415.5 <=Mn= 5l54.8ft-# Vu = 8.30 < = Vn = 93.11 psi. lnteractipn Value = 0.275 I Bottom Stem From 0.00ft to 1,00ft 8.00in Concrete w/ # 5 @ 12.00in,cf= 4°;00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Vu = 9.33 < = Vn = 93.11psi LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 eii~ Page: '· I Mu = 1864. 1 < = Mn = 5154.8ft-# _________ Interaction Value =_0.362 ------------------------------______ _ I I I -o 1· I ..... ·--------------------------- ·-· ---------·--------- V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I •• w.:qt,,,.,,, JQB ____ __._ _ ___...lee:.o..:.::' ;;..;p(..Aµ'JJ~_"-'"-'=~---------- I '"'.') I ··- MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . 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I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING.WALL DESIGN- CASE Cl-EAST WALLS WALL & FOOTING DATA VERTICAL LOADS Retained Height = 4.50 ft Axial DL on Stem = Wall Ht. above Soil = 3.00 ft Axial DL on Stem =· Toe Width · = 1.67 ft •••• Eccentricity -- Heel Width = 2.33 ft Surcharge over ·roe = Total Footing Width = 4.00 ft Surcharge over Heel = Footing Thickness = 24.00 in LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 -tl'fO Page: LATERAL LOADS----- 650 plf Lateral Load Acting on 0 plf Stem Above Soil = 0.00 psf 0.00 in Add'I Lateral Load = 0.00 plf 0.0 psf Dist to Load Start . -0.00 ft 100.0 psf Dist to Load End = 0.00 ft --Key Depth----···----·····-=·· O.OOin-·-·------------·-··-··--·------·- Key Width = 0.00 in SOIL DAT A Toe to Key Dist. = 0.00 ft Allowable Bearing = -SLIDING CHECK----Active Lateral · = Ftg/Soil Friction = 0.35 ..... Max Pre~s. = Soil to Neglect = 10.00 in ••••• Slope Press. = Lateral Pressure = 946 # Backfill Slope = ADJACENT FOOTING---- 2500 psf Vertical Load 35.0 pct 0.0 pcf 0.0 pcf 0.0 :1 Load Eccentricity· Footing Width Ftg. CL to Wall Vert. Position of Ftg. = 0.0 # -0.00 in -0.00 ft = 0.00 ft _ .. -Passive Pressure . _____ ;::: __ 3422 #---.. Passive Press.-. ___ --_ -... 350.0 pcf 110.0 pcf 30.00 in ... Above/Below:[ +J-1 ---·· --· = -·· -0.0 ft I I I I I I I I I -u"---· __ . . I .. I i....\ -Friction = 1359 # Soil Density = Spread Footing ? Yes Add'I Force Required = 0.0 # Soil Ht over Toe = SUMMARY FOOTING DESIGN------------ Pressure@ Toe Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding 1462.3 psf Soil Press. Mult. 479.0 psf By ACI Eq 9-1 . 2500 psf Mu-Upward 4.05 in Mu-Downward 0.00 psi -Mu-Design 0.00 psi One-W~y Shear: Toe = 2047 -=. 2588 1123 -1465 Heel 671 psf 0 ft-# . 1733 ft-# -1733 ft-# = 93.11 psi Actual 0 .. 0 0.0 pSi Allowable -~ · -· 93_.1 93.1 psi- 4.70 :1 Cover over Rebar = 3.50 2.50 in 5.05 :1 'd' = 20.50 21.50 in Ru = Mu/bd. 2 = ·· -3.9 4.2 psi · f'c Fy ·_ ····· -- = 3000 psi = --60000 psi . ... -· 0.0000 !',1in. As· Percent - Omit SP Under Heel ? Yes #4@ #5@ #6@ #7@ #8@ #9@ . Toe . Heel . .,...,..---- 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 . 48,00 in o/c. _ 48.00 48.00 in o/c __ _ 48.00 48.00 .in o/c 48.00 48.0Q in o/c _ --------'-------SUMMARY OF FORCES & MOMENTS------------------- Overturning Moments Resisting Moments----- Origin of Force ... # ft ft-# # ft ft-# Active Soi] Press. = _946.2 2.40 2274.1 0 0 O Soil over Heel = 0 0 0 823.4 3.17 2608.6 Soil over Toe = -354.4 1.50 -531.6 459.2 0.84 383.5 Sloped Soil@ Heel = 0 . 0 0 0.0 ·---0.oo ·--·---------·-O.o--- Adjacent Ftg. Load = 0.0 6.00 0.0 0.0 O.OQ 0.0 Surcharge Over Heel --0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 O.OQ, 0.0 0.0 O·.OO 0.0 ~~ Axial Load on Wall = 0 0 0 650.0 2.90 1302.2 Load@Proj.Wall = 0 .. 0 o.60 ___ o.o __________ M __ o _____________ o ____ ...,.... ______ o·-----------------~---Averaged Stem Wt-s.---=--0 _________ ()____ 0 750.0 2.00 1502.5 Added Lateral Load = 0.0 0.00 0.0 0 · 0 O Footing Weigh~ = 0 0 0 1200~0 2.QO 2400.0 Key Weight . --= 0 ·O O 0.0 O.oo 0.0 Vertical Component of Active Pressure= 0 0 --------------, ---. -~ ---- Totals = 591.8# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC 0 0.0 3882.6 # 3882.6 # 0.00 0.0 8196.8 ft-# (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 I 'l I (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE Cl-EAST WALLS I I I I I ( ••••• continued) STEM SUMMARY------ Top Stem:· From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5@ 12.00in, d= 4.00in · f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in --Mu = -0.0 < = Mn = ·5154.Sft-# -----· ·· -··· ·--· · Vu= 0.00 < = Vn = 93.11psi Interaction Value = 0.000 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ 12.00in, d =;= 4.00in f'c= 3000.0psi, Fy= 60000.0psi _ .. _______ Wall Wt.= 100.00psf, Bar Embed= 12.0in ... _ ___ __ . -·· ----- Mu = 7.4 < = Mn = 5154.8ft-# Vu= 0.19 <= Vn = 93.11psi Interaction Value = 0.001 I ... _ _ Third Stem From 2.00ft to 4.00ft .. -. _ . ____ .... 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 307 .8 < = Mn = 5154.8ft-# I ::~ Vu= 5.12 <= Vn = 93.11psi -Interaction Value·= 0.060· I I Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 5 @ 12,00in, d = 4.00in - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar.Embed=-12.0in Mu= 693.8 <=Mn = 5154.8ft·# Vu = 8.63 < ~ Vn = 93.11psi ____ _ Interaction Value = 0.135 Bottom Stem From 0.00ft to 1.00ft I -----·-·· 8.00in Concrete w/ # 5@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in I Mu = 1248. 1 < = Mn = 51.54.8ft-# Vu= 12.13 <= Vn = 93.11psi Interaction Value = 0.242 lEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 ~q( Page: '· .. ---------··----------------------'---------------------· ------------------ I 1- I . ·~--···----··----~· V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN -· CASE II-EAST WALLS LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 Gt'1 ?..- Page: WALL & FOOTING DATA · VERTICAL LOADS LATERAL LOADS----- Retained Height = 4.56 ft Axial DL <>n Stem 650 plf. Lateral Load Aqting on Wall Ht. above Soil = 3.00 ft Axiaf DL ·on Stem = 0 plf Stem Above Soil = 20.00 psf Toe Width · 1.67 ft .... Eccentricity = 0.00 in Add'I L~teral Load = 360.00 plf Heel Width = 2.33 ft · Surcharge over Toe = 0.0 psf Dist to Load Start = 7.00 ft Total Footing Width 4.00 ft $urcharge over Heel = 100.0 psf Dist to Load End = 7.5Q ft Footing Thickness = 24.00 in · ----Key Depth -----------·-=-0.00 in--------------------· ·------- Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing Active Lateral SLIDING CHECK __ _.__ .. Ftg/Soil Friction · Soil to Neglect Lateral Pressure _______ Passive. Pressure ____ _ -Friction Add'I Force Required 0.35 ..... Max Press. = 10.00 in ..... Slo~e Press. = 1186 # Backfill Slope -=--3422 #-.--Passive Press •. = 1359 # Soil Density = 0.0 # Soil Ht over Toe = -= = = = =-- 3325 psf Vertical Load 35.0 pcf 0.0 pcf 0.0 pcf 0.0 :1 Load Eccentricity Footing Width Ftg. CL to Wall Vert. Position of Ftg. = 350;0 pcf _ ... Above/Belpw:[+./-1-----·-=----· 110.0 pcf Spread Footing ? .30.00 in 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft Yes . SUMMARY-FOOTING DE.SIGN------'"--------'-- Pressure @ Toe = 2332.1 psf Soil Press. Mult. Toe Heel f'c = 3000 psi ·--· Pressure @ Heel ------= ----· 0.0 psf -By ACI Eq 9-1 . -3265 0 psf Fy ---60000 psi ...... Allowable Press ... ----· . . =. 3325 psf Mu-Upward = 3792 0 ft-# Min. As Percent = . 0.0000 Ecc. of resultant = 10.68 in Mu-Downward = 1123 1733 ft-# Omit SP Under-Heel ? Max. Shear @Toe ... = ___ o.oo psi Mu-Design . = 2669 -1733ft-# Toe Heel 48.00 in o/c Max. Shear @ Heel ' 0.00 psi One-Way Shear: Allow. Ftg Shear = 93.-11 psi Actual = o.b 0.0 psi Factors of Safety: Allowable ·-- · 93.1 93.1 psi Overturning = 2. 11 :1 Cover over Rebar = 3.50 2.50 in Sliding -4.03 :1 'd' = 20.50 21.50 in Ru = Mu/bd"2 -1.1 4.2 psi # 4@ 48.00 #5@ # 6@· #7@ #8@ . # 9@· 48.00 "48.00 48.00 48.00 48.00 48.00 in o/c 48.00 in o/c 48.00 in o/c 48.00 in oJc 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS--'----------,-------- · Overturrifng Moments. Resisting Moments----- Origin of Force ... # ft ft-# # ft ft-# '· Active So~ Press. = 946.2 2.40 2274.1 O 0 0 Soil over Heel = 0 0 O 823.4 3.17 2608.6 Soil over Toe = -354.4 1.50 -531.6 459.2 0.84 383.5 · ----Sloped Soil@ Hee1·------= --o· · O O 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 o.o 0.0 0.00 0.0 Surcharge Over Heel = . 0 0 O 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 o.o o.o 0.00 0;0 Axial Load on Wall = 0 O O 650.0 2.00 1302.2 Yes Load @ Proj. Wall = 60 .• 0-8,00 _______ 480.0 _________ ·-· o ----· ··Avera.gad' siemWts. =·----··o____ o o 750.0 ______ Q. _______ o __________ --- 2.00 1502.5 Added Lateral Load· 180.0 9.25 1665.0 6 0 0 Footing Weight = 0 0 O 1200.0 2.00 2400.0 Key Weight ----... ·----0-6 0 0.0 0.00 o.o Vertical Component I of Active Pressure= 0 ----------· -·-·----------------- Totals = 8~1.8 # 0 0 3887.6 ft-# 0;0 0.00 3882.6 # o.o 8196.8 ft-# 8196.8 ft-# I-· · · -----Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure R_emoyed) ,u 3882.6 # . _(conti~ued on __ next page •••• ) I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I • I I I "J I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED.RETAINING WALL DESIGN CASE II-EAST WALLS ( ••••• continued) STEM SUMMARY---- Top Stem: · From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in · --Mu = 387 .0 < = Mn = 5154.8tt-#· Vu= 6.78 <= Vn = 93.11psi Interaction Value = 0.075 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5@ 12.00in, d= 4.QOin f'c= 3000.0psi, Fy= 60000.0psi _ Wall Wt.= 100.00psf, Bar Embed= 12.0in------·--- Mu = 1118.2 <=Mn= 5154.8ft-# Vu= 7.94 <= Vn = 93.11psi Interaction Value = 0.217 Third Stem From 2.00ft·to 4.0qft. -·· ------------------------------ -8.00in Concrete w/ # 5@ 12.00in, d= 4.00in -. -·----------- f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf,BarEmbed=.12.0in---__ _2_ ____ --------- Mu= 2180.6 <=Mn = 5154.8ft-# Vu = 12.87 < = Vn = 93.11 psi Interaction Value = 0.423 · Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5@ 12.00in, d= 4.00in. f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 2947 .5 < = Mn = 5154.8ft-# Vu= 16.38 <= Vn = 93.11psi lnteracti_on Value = 0.572 Bottom Stem From O.OOft·to 1.00ft 8.00in Concrete w/ # 5 @ 12.00iri; d·=4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 7.1in Mu = 3882.8 < = Mn = 5154.8ft-# Vu = 19.88 < = Vn = 93. r1psi LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 e1'1, Page: I I I I I I _____ _l~teraction Value __ = 0.753 ______ _ ·-----------·--· ----------------· -. --~-·--_,. ___________________ ,. _______ ~-----------·----------- I f: ~-) lb V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I ·:~ I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 9i 108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN- CASE CIII-EAST WALLS WALL & FOOTING DATA VERTICAL LOADS Retained Height = 4.50 ft Axial DL-on Stem Wall Ht. above Soil = 3.00 ft Axial DL on Stem Toe Width · = 1.67 ft Heel Width = 2.33 ft -- Total Footing Width = 4.00 ft Footing Thickness = 24.00 in •••• Eccentricity Surcharge over Toe Surcharge over Heel Key Depth------·-----=--0.00 in·-----: ---· --· ··--- Key Width = 0.00 in SOIL DATA Toe to Key Dist. = 0.00 ft Allowable Bearing = SLIDING CHECK--,----,.-Active Lateral · = Ftg/Soil Friction Soil to Neglect Lateral Pressure = 0.35 = 10.00 in = 1006 # = LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 LATERALLOADS----- 0 plf 0 plf 0.00 in 0.0 psf 100.0 psf Lateral Load Acting on Stem.Above Soil · Add'I Lateral load Dist to Load Start Dist to load End = 20.00 psf 0.00 plf 0.00 ft 0.00 ft ------------·-------------------·- ADJACENT FOOTING---- 3325 psf Vertical Load 35.0 pcf -Load Eccentricity- ---0.0 pcfr --Footing Width 0.0 pcf Ftg. CL to Wall 0.0 :1 Vert. Position-of Ftg. = 0.0 # 0;00 in = 0.00 ft = 0.00 ft, ---··-----· Passive_ Pressure _______ .=. _ 3422 # __ ••••• Max Press. .•.•. Slope Press. Backfill Slope Passive Press. Soil Density 350.0 pct --__ .••• Above/Below:[+/·) -=------0.0 ft I I I I I I I I I I . ) :-: ::') I\_J I -Friction = 1131 # Add'I Force Required = 0.0 # SUMMARY Pressure@ Toe = 1480.6 psf Pressure @ Heel ---135.7 psf. Allowable Press. = 3325 psf Ecc. of resultant 6.66 in Max. Shear @ Toe = 0.00 psi Max. Shear @ Heel = o.oo psi Allow. Ftg Shear = 93.11 psi Factors of Safety: Overturning ... 3.10 :1 Sliding = 4.53 :1 Soil Ht over Toe Soil Press. Mult. By ACI Eq 9-1 = Mu-Upward ----. Mu~Downward = Mu-Design = One-Way Shear: ActJJal = -Allowable - Cover over Rebar = 'd' = 110.0 pcf Spread Footing ? Yes = 30.00 in FOOTING DESIGN------------- Toe Heel f'c -2073 ----190 psf -. Fy . ...:_ -------- 2525-----0 ft-#--Min. As Percent 1123 1733-ft-# Omit SP Under Heel 1403 ... _ -1733.!t-#. ___ ,_ _ __ _ _ Toe 0.0 0.0 p~i .93.1 __ 93.1 psi_ 3.5Q 2.SQ _in 20.50 21.50 in # 4@ 48.00 # 5@ 48.00 _ #~ 6 @.· 48.00 #? @ .. 48.00 # 8@ 48.00 = = ? 3000 psi 60000 psi Q.0000 Yes Ru = Mu/bd"2 = _ 3.? __ 4,;? p~i #_ 9@ 48.00 Heel 48.00 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS-,-------------- · Overturning Moments Resisting. Moments----- Origin of Force .•• # ~ ft-# # ft Active Soil Press. Soil over Heel = 946.2 2.40 2274. 1. 0 0 0 0 0 823.4 3 •. 17 Soil over Toe = -354.4 1.50 -531.6 4~9.2 0.84 Sloped Soil @ Heel Adjacent Ftg. Load Surcharge Over Heel Surcharge over·Toe Axial Load on Wall Load @ Proj. Wall - =. Averaged Stem Wt_s_. --= Added Lateral Load Footing Weight Key Weight · · Vertical Component of Active Pressure = o o ---o o·.o---------o.oo 0.0 0.00 0.0 0.0 0.00 0 0 0 0.0 0.00 o.o o.oo o.o ---o.o • o.oo 0 0 0 0.0 0.00 60.0 8.00 480.0 0 0 ··o--·-----o·---------o -·· --750.o ----ioo- o.o -0.00 0.0 0 Q 0 0 0 1200.0·--2.00 0 0 --o--· o.o· -------· 0.00 0 0 0 0.0 0.00 ft-# 0 2608.6 383.5 0.0 0.0 0.0 0.0 0.0 _________ o -------- 1502.s 0 2400.0 0.0 0.0 -------·-----------------------------------------------~ Totals = 6_51.8 # 2~22.6 ft-# 3232.6 # Resisting Totals Used For Soil Pressure · -· ----· ----------------·· $232.6-:ft --· - 6894.6 ft-# 6894.6 ft-# (Vert. Component of Active Pressure Removed) (continue~ _on ~ext page •••• ) V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW06036t I I I 1· MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 · (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN -· --. ----. CASE Clll·EAST WALLS { ••••• continued) STEM SUMMARY---- Top Stem: ·From 6.00 ft to Top of Wali 8.00in Concrete w/ # 5 @ 12.00in, d:;: 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu= 38.3 <=Mn= 5154.8ft-# ·· -----··----------·------··---· Vu= 0.97 < = Vn = 93.11psi Interaction Value = 0.007 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi LEGOLAND IMAGINATION 96240 °LEGO EXPERIENCE SHOW TM~ Date} 02/05/98 I I I ___ ... Wall Wt.=_ 100.00psf, Bar Embed;= .. 12.0in _______________ .. _____ .. . . ... ____ ....... . I I Mu = 211.4 < = Mn = 5154.8ft·# Vu = 2. 13 < = Vn = 93.11 psi Interaction Value = 0.041 . Third Stem from 2.00ft to 4.00ft. 8.00in Concrete w/ # 5@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy-= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu= 715.8 <=Mn= 5154.8ft·# Vu = 7.06 < = Vn = 93.11psi Interaction Value = 0.139 Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 5 @ 12.00in, d = 4.00in - f'c= 3000.0psi, Fy= '60000.0psi Wall Wt.= 100.00psf, Bar Embed.= 12.0in Mu = 1203.8 < = Mn = 5154.Sft-# Vu =. 10.56 < = Vn = 93._1 lpsi . ___ _ Interaction Value = 0.234 I Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 5@ 12.QOin, d= 4.00in fie= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in I Mu = 1860.1 <=Mn = 5154.Sft·# ~u = 14.07 < = Vn = 93.1 lpsi 'Interaction Value = 0.361 '· ... --------------- -----------1----·---·--·-------------------------------------------------------------------------- I I I V4.40 (c) 1983-96 ENERCALC ---------·-------------------------• GEORGE R. SAUNDERS ASSOCIATES, KW060361 ---..--,-.. ,._ -:---aa.-·"···-t·"·-·· -· ------·------------ ( ~r L · rri"'PLAN ctoL. ..... ....; ' I I FOR ELEV. : I ' "';f-1 I ' C,f>ht:!,(e} I . ;'.+ 0' -6 II' · ::: '•. ' I ; . . !·:T.qJ,{ ·, 1•-011 ----+--'k-___._11...., , - . '' . 11-611 -~ ·7 -fb'-6 11 · 2'-0'~1 --'-'-----!-l---l.-L-L7 ! TO F 11-211 • : L~--·, • • • 2'-011 : j: L,--7 / ' \· . ' ......... ~ . \ 1 \ i COL: i () i I ! ' : FACE OF RETAINING WALL • , ' I ' f , I , LINE OF 5TEF5\ BEYOND, . - · 5E.E FLAN FoR:ELEV. _· .. ·.-·· .. ·· .. _:., ... _:,_ .. • , , , I i . : ;-APPROX.-'.-·· , LINE 'OF : GRAD!= 2'-0" I L7 21-011 ' i L7 I I ,-,---+---1--l--L ~ ~ * --"-----7_-..___ _ _.J '------'----I -12 1-6 11 T.O.F •.. ' .. /JiL'/7'8 --.~------· -13" ~7c-;.. ' , -------' , : · · . ·TO I ' I • ' ! , 1·-011:IJ l J 4'·-4"L &'~0'11 l ~ ; \ 'DA5HED LINES I ;;y".C! I •i". : .. : I INDICATES TOP.OF j . . 1 ·I -b · . 2 .. -0 . ; · . :2 .. r-0~' _ \ . 11-011 FOOTING ELEVATION . ' : . . ' . . . : I ! . . 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I JJl-')-cPAr=-t ·J;;; 19~.s: -:-.:··:PL-~ . ?,e;,p_-fjl: ~r-. --:-· · , I : ... · ..... i: :: 1 :~ :z:£;J:_£~-/~~-j ---!_ · ... ·.·_· ...••.... / __ · • • r I ' . . i' .. ··-~:-; 9~i-·1 :· :--_·.l'./ ~ l~,-i:0€ ~~ ~1:· -~ <ff~~~ ~:~-LO .. : ,; · · · · ..... · .. -,-........ · ... -····-V ~ .... •; ....... ~H···· "-=> ,.,-L VV Y Cl: - · -:2 .-CJ'VL. ( ~~-~ ... ..... e I -C • • :. ··.-... ; : -• f ~ 4-.. ~ /1,)( () ~ ·.Ti-B·: -; . . .. . ·. :.· .· .. __ ; ------7:----~;;;4-µ~-: ~ ~''~~~ : :~~ e-JL ts@o~;'C~) .•· • --···----------~----~-~-------: -_ f ~4'-e,lk1lo·c.Cf)··: · ,·.· '_ .. I -.... -·-· ·r ·---···-··----··-··-:_--·r ...... ···-···-·· ...... ·-···-; -·-·-.. ·:·-~ ···:·· r. -·-·-··-·-----·-···· . -_-::: -~ -........................ ··, .. . .. .. ...... .... ...... .. . . --· I (/ ' ->: --: . . . --; --; . • 1: • -t •. - • f. ' ' . I -:,. l"l O: ll', ~ 1-. CC. .-t\l M "l:: .::, \;, .._ Cll .-N ~ ":" ~ =, 1'-~: "" f\. to: ~ ·._, <b ,_ C .,. N :':I ~ lt:/0 i.:, t:-Cl .-:v t-.;. ,.-, Q :.. .~ -t,,/ r, ~ t.') ~ ._ ~ -N ('? ' . -. . --~-----------.... _, ~--.-... ----04-.. --...._, .. t-.......... • . •• ;_. ~. ... .., .. ---:.-... . •' .:: ·., .... '" :· • ,AO• : .,. •• :~-----___ .: •-> • :_-:, -.., I I '.'.) I I I I -- 1 I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE DI-WEST WALLS WALL & FOOTING DATA_ VERTICAJ,. LOADS Retained Height = 6.83 ft Axial DL on Stem = Wall Ht. above Soil = 0.50 ft Axial DL on Stem = Toe Width · = 2.33 ft .... Eccentricity = Heel Width = 3.00 ft Surcharge over Toe -= . Total Footing Width = 5.33 ft · Surcharge over Heel = Footing Thickness = 24.00 in LEGOLAND IMAGINATION 96240 --.LEGO EXPERIENCE SHOW TMB Date: 02/05/98 LATERAL LOADS 500 pit lateral Load Acting on 0 plf Stem Above Soil = O;OOin Add'I Lateral Load = 0.0 psf Dist to Load Start = 100.0 psf Dist to Load End = . --Key Depth -----~ ---~-0.00 in·-----·---, ... -----~~ ------~---------·-----.. ~----~------ Page:'6\,q ~ 0.00 psf 0.00 pit 0.00 ft 0.00 ft Key Width = 0.0.0 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 2500 psf Vertical Load = -0.0 # SLIDING CHECK----Active Lateral . . -. 35.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction =. ___ 0.35 .. __ ..... Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 10.00 in ..... Slope Press. ~ 0.0 pcf ~tg. CL to Wall Lateral Pressure = 1645 # Backfill Slope = ·0.0 :1 Vert. Position of Ftg. = 0.00 ft -Passive Pressure = 2450 # -Passive Press.,_________ __ = ___ ~i;O.Q pcC ___ ... Above/Be!ow:[+ /-) .. . .. . = _ . _. 0.0 ft __ .. _ . • Friction -. --;, -1769 # Soil Density -110.0 pcf Spread Footing ? Yes Add'I Force Required 0.0 # Soil Ht over Toe = 22.00 in SUMMARY __ ___ _ _____ FOOTING OESIGN-----~-'------- Pressure @ Toe = 1583.7 psf Soil Press. Mult. Toe Pressure@ Heel ________ 7 _ ~_q.1_ ps!._ __ By .ACJ.Eq ~L. _= 2217 Allowable Press. ________ := --~5-0C> p_sf_ll,:11,1~Up~ard_ .... -. -___ !?315 Ecc. of resultant = 7. 14 in Mu-Downward 1:906 Max. Shear @ Toe = 3.57 psi Mu-Design, = 3408 Max. Shear @ Heel ··;:,,. ---2:21 psi . on·e-::Way Shear: Heel 438 psf . 0 ft-# 4388 ft-# _ ~4388 ft-# f'c . Fy : .. Min. As Percent Omit SP Under Heel = = = ? Allow. Ftg Shear -93.11 _psi Actual = 3.6 2.3 psi #4@ #5@ -·#6@·- #7@ #8@ #9@ Toe 48.00 48.00 48.00 48.00 48.00 48.00 Heel 39.71 in o/c 48.00 in o/c 48.QO in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c Factors of Safety: Allowable = 93.1 93.1 p·si Overturning = 3.12 :f -:-Cover over Rebar -3.5_0 2.50 in Sliding = 2.56 .. :1 -'d' = 20.50 21.50 in Ru =; Mu/bdA2 9.Q 10.5 psi ----------'--·---· -···_-_-· SUMMARY OF FORCES & MOMENTS --..,....c----,-~------'--- Overturning Moments. Resisting Moments----- Origin of Force ... # ft ft-# # ft ft-# -----'-'------------.,.....--'---..._--,-________ ....__ ______ ,.___ Active Soil Press. = 1645.4 3.19 5256.5 0 0 0 Soil over Heel = 0 0 0 t753.0 4.16 7298.5 Soil over Toe -257.2 1.28 -328.6 469.9 1.17 547.4 Sloped Soil @Heel----=--· 0-----O···---··-··· · · -0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 o.o 3000 psi 60000 psi 0.0000 Yes I Surcharge over Toe -= ·o.o --0.00 · 0.0 Axial Load on Wall = 0 0 0 Load @ Proj. Wall = · -· 0.0 -0.00 · · 0.0 ··--·Averaged Stem Wts.---··=--·· 0 ·----·-·o--·-------0 Q.O 0.00 0.0 500.0 2.66 1331.7 0 0 0 733'.o·-----2.66·-···· -···19s2.2 · · ·-- I Added Lateral Load = 0.0 -0.00 0.0 Footing Weight -= ·· --0 ... -: · 0 · 0 ·· KeyWeight· · ·-----o··------o-o··-- 0 0 0 1599.0 2.67 4261.3 --... 0.0 .. . 0.00 0.0 VerticaJ Component of Active Pressure = 0 0 0 0.00 0.0 .. -···· ---··-··----·----~-~ ---·-···------·--------. q.o 5054.9 # 5054.9 # I 18 I Totals = 1388.3 # Resisting Totals Used For Soil Pressure --·------··--· (Vert. Component of Active Pressure Removed} V4.4D (c) 1983-96 ENERCALC ~. •-¥ ~-~~ ____ ..,_ --,..--~ ----·- 4927.9 ft-# 15391.1 ft-# 15391.1 ft-# (continued on next page .... ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I() I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court; Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING.WALL DESIGN CASE DI-WEST WALLS -- ( ••••• continued) STEM SUMMARY---- Top Stem:· From 5.50 ft to Top of Wall 8.00in Concrete w/ # 5@ 6.00in, d = 4.00in - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in --Mu = 66.9 < = Mn = 9459.0ft-# Vu = 1 .64 < = Vn = 93. 11 psi Interaction Value = 0.007 Second Stem From 4.50ft to 5.50ft 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi,. Fy= 60000.0psi I I I _________ WaU W~. = _ 1 _00.00psf! !;3ar Embed_=; 12.0in. _ Mu = 259.3 < = Mn = 9459.0ft-# I<) I I Vu= 4.52 <= Vn = 93.11psi Interaction Value = 0.027 Third Stem From 2.00ft to 4:.~0ft 8.00in Concrete w/ # 5_@. 6.00in, Q = 4.00in f'c= 3000.0psi, Fy= 6000Q.Opsi Wall Wt.= 100.00psf, Bar Embed= 12,0in Mu = 1692.7 < = Mn = 9459.0ft-# Vu= 17.15 <= Vn = 93.11psi · Interaction Value = 0.179 Fourth Stem From 1 ;OOft to 2.00ft 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in _ f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 2797.4 < = Mn = 9459.0ft-# Vu = 24.22 < = Vn = 93.1 ipsi Interaction Value = 0.296 Bottom Stem From 0.00ft to· 1.00ft I 8.00in Concrete w/ # 5 @ 6.00in, d == 4.00in ·· f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 4248.8 < = Mn = 9459.0ft-# I ... ·-------_;~:;:~_i~·_:~a_:_:_ ~~;:t ,_,_p_si _________ --------- LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 '· 6144 Page: I • I -----------------------· ----------------···------- I I ----.. ---------------------------------------------.. ··--. -- V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I 7 ., ·--: ....... .) ._- MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 921.08 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE OIi-WEST WALLS LEGOLANb IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB. Date: 02/05/98 Gwo Page: WALL & FOOTING DATA VERTICAL "LOADS LATERAL LOADS----- Retained Height = 6;83 ft Axial DL pn Stem = 500 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 0 plf Stem Above Soil = 20.00 psf Toe Width · = 2.33 ft •.•• Eccentricity = 0.00 in Add'I Lateral Load = 280.00 plf Heel Width = 3.00 ft Surcharge over T.oe = 0.0 psf Dist t.o Load Start = 6.83 ft Total Footing Width = 5.33 ft · ~urcharge over Heel = 100.0 psf Dist to Load End· · = 7.33 ft Footing Thickness = 24.00 in Key Depth ------·-=--0.00 in- Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft SLIDING CHECK------ Ftg/Soil Friction = 0.35 Soil to Neglect = 10.00 in Lateral Pressure = 1795 # -Passive Pressure = 2450 # . . --·--··· ---'--------·-. --.. -Friction = 1769 # Add'I Force Required = 0.0 # SUMMARY Allc:>wable Bearing Active Lateral ... _ .. Max Press. · ..... Slope Press. Backfill Slope Passive Press. Soil Density Soil Ht over Toe = 1871.4 psf Soil Press. Mult. = • 25.4 psf By ACI Eq 9-1 = _ 3325 psf _Mu-Upward . _ 10.37 in Mu-Dow11ward· = 4.47 psi Mu-Design = -3.03 _psi. One-Way-Shear: = = = = = = = = Toe = 2620 = 6089 = 1906 = 4183 3325 psf Vertical-Load .35.0 pcf Load Eccentricity - 0.0 pcf Footing Width 0.0 pcf Ftg. CL to Wall o.o :1 Vert. Position of Ftg. 350~0 pcf __ .• _._.A!>o_vefBele>'!!':( -t /-) -. 110.0 pcf Spread Footing 22.00 in FOOTiNG DESIGN . Heel 36 psf 0 ft-# . 4388 ft~# -4388 ft-# f'c :FL.:. IV!tn, As Pere.en! ___ . __ _ Omit SP ·Under Heel Toe Heel = = = = = ? ? 39.71 39.71 in o/c Pressure @ Toe Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: = 93.11 psi Actual = 4.5 3.0 psi ,--4 (g) #5@ It 6@ #7@ #8@" # 9,@ 48.00 48.00 in o/c Allowable = S3.1 93.1 psi 48.00 48-.00 in o/c Overturning Sliding = 2.45 :1 ·Cover over Rebar = 3.50 2.50 in 48.00 -48.00 in o/c = 2.35 :1 'd' = 20.50 21.50 in 48.oo· 48.00 in o/c Ru= Mu/bdA2 = 11.1 10.5 psi 48.00 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS ---------------- Overturning Moments Resisting Moments------ Origin of Force ... # ft ft-# # ft ft-# Active Soil Press. = 1645.•f 3.19 5256.5 0 0 0 s~~~~cl = o o o 1753.0 4.16 729~.5 Soil over Toe = -257.2 1.28 -328.6 469.9 1.17 547.4 Sloped Soil @ Heel = 0 0 0 ·-0.0 --------0.00--------··--·· 0.0 · • Adjacent Ftg. Load = 0.0 0.00 -o.o 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 o.o Surcharge over Toe = 0.0 0.00 0.0 0;0 0.00 · 0.0 Axial Load on Wall = 0 0 0 500.0 2.66 1331.7 Load@ Proj. Wall 10.0 9.08 90.8 0 0 0 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft Yes 3000 psi 60000 psi 0.0000 Yes .... --·· Averaged Stem Wts. ---= ----· 0 ---·-·-o--------· ··· o--·--· 733.o ------2.66-· ·-··---··1952.2-· I I I fJ I Added Lateral Load = 140 .0 9 .08 1271.2 0 0 0 Footing Weight = 0 0 O 1599.0 2.67 4261.3 Key Weight = 0 0 -· 0 -0.0 .. 0.00 .. -... -. 0.0 Vertical Component of Active Pressure= 0 0 0 0.0 0.00 0.0 ----·· -··--. ·---·--------------------------c==·c..:-c...:··-· .. --. Totals = 1538.3 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC 6289 .• 9 ft-# 5054.9 # 5054.9 #-·- 15391.1 ft-# -15391. 1 ft-# (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61"9) 497-0429 fax · CANTILEVERED RETAINING WALL DESIGN CASE DU-WEST WALLS LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMl;I Date: 02/05/98 --. ---------. -bt,o·f Page: ·I I I I I I I --·--· _. _·_-_ ... ________________ ._. -_· _ .. _-·_--_-_ .. _._._-·_·---------------~---,---------1 ( ••••• continued) STEM SUMMARY---- Top Stem:· From 7.33 ft to Top of Wall 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in · -·--··--Mu=·-0.0 <= Mn =·9459.0tt-#-· -·--·-··-·--·----··------··· 1-~') I I Vu= 0.00 < = Vn = 93.11psi Interaction Value = 0.000 Second Stem From 6.00ft to 7 .33ft 8.00in Concrete w/ # 5@ 6.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000;0psi Wall Wt.= 100.00psf, Bar Embed=-12.0in---------- Mu = 275.4 < = Mn = 9459.0ft-# Vu = 5.51 < = Vn = 93.11 psi Interaction Value = 0.029 Third Stem From 4.00ft to. 6.00ft - 8.00in Concrete w/ # 5 @ 6.00in, d = 4.0Qin f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 1143.0 < = Mn = 9459.0ft-# Vu= 11.27 <= Vn = 93.11psi Interaction Value =. 0. 121 Fourth Stem From 2.00ft to 4.00ft 8.00in Concrete w/ # 5@ 6.00in, d= 4.00in · f'c = 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in. Mu = 2881.4 < = Mn = 9459.0ft-# Vu= 22.00 <= Vn = 93.11psi ... lnteracti_on Value = 0.305 Bottom Stem From 0.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 6.00in, d. = 4.00in f'c= 3000.0psi, Fy= 60000.0ps, Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 5905.5 <=Mn = 9459.0ft-# Vu = 36.28 < = Vn = 93.11psi I I I I _______ l~_t_!~~~O!)_V_~ll~ __ =:=-9.'..~?..:..4 ________ -- I V4.4D (c) 1983-96 ENERCALC ' ----------·-----------·-·-----···----------------------·--·- .. -·····•· .... -······-----···-·-·· ---·---------- GEORGE R, SAUNDERS ASSOCIATES, KW060361 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 · I (619) 497-2118 (6l9) 497-0429 f~x CANTILEVERED RETAINING WALL DESIGN CASE DIii-WEST WALLS I WALL & FOOTING DATA Retained Height = 6.83 ft VERTICAL LOADS Axial DL-on Stem = Wall Ht. above Soil = 0.50 ft Axial DL on Stem = Toe Width · = 2.33 ft Heel Width = · · 3.00 ft Total Footing Width = 5.33 ft I· ...• Eccentricity = Surcharge over Toe -= .. Surcharge over Heel = LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 Page: LATERAL LOADS------ 0 plf 0 plf 0.00 in --0.0 psf · 100;0 psf Lateral Load Acting on Stem Above s·oil Add'I Lateral Load Dist to Load Start Dist to Load End = = 20.00 psf 0.00 pit o.oo ft o.oo ft Footing Thickness = 24.00 in · . ___ _ ___ -· __ _ ______ _ 1-·-· ----··· ~;f ;;~~··:~s~---.. =·. ~:~~ ~----:U:w~~e Bearin~~IL~~~~---:3~~~f-·. ~e~::~-:~a:~;~A~E-~T ~OOTING----= 0.0 # SLIDING CHECK----Active Lateral = 35.0-pcf L:oad Eccentricity = 0.00 in - Ftg/Soil Friction = Ct35 ..... Max Press. = 0.0 pcf Footing Width Soil to Neglect = 10.00 in ...•• Slope Press. = 0.0 pcf Ftg. CL to Wall Lateral Pressure = 16~5 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. I = 0.00 ft = 0.00 ft --·····-··-··· -Passive Pressure __ ..... =-2450 # ___ Passive Press·--------=---· 350.0 pcf. -... Above/Below:[+/-] =· --·-0.0 ft -Friction = 1594 # Soil Density = 110.0 pcf Spread Footing Add'I Force Required 0.0 # Soil Ht over Toe = 22.00 in SUMMARY . FOOTING DESIGN-----------'--I ? Yes Pressure @ Toe = 1508.9 psf Soil Press. Mult. Toe Heel f'c = 3000 psi 1··· _ .. __ Pressure @ Heel _ = 200.3 psf By ACI Eq 9-~ --21. 12 280 psf Fy ---. = 60000 psi - Allowable Press. = 3325 psf Mu-Upward . _ =. 5010 ~~ + -~ 0 ft-# · Min. As Percent = 0.0000 .. ... Ecc. of resultant = 8.16 in Mu-Downward 1906 4388 ft-# Omit SP Under Heel ? Yes Max. Shear @ Toe = 3.29 psi Mu-Design _ = 3103 ._4388 ft-# Toe Heel I Max. Shear @ Heel = -2.60 psi One-Way Shear: #4@ 48.00 39.71 in o/c -Allow. Ftg Shear 93.11 psi Actual 3.3 2.6 psi # 5 @· 48.00 48.00 in o/c J .. = = Factors of Safety: · Allowable--· = ~-¥-. 93.1 · · 93.1 psi - # 6@· "4l3.00 48.00 in o/c Overturning = 2.80 :1 Cover over Rebar = 3.50 2.50 in #7@ 48,00 48.00 in o/c I Sliding 2.44 :1 'd' = 20.50 21.50 in #8@ 48.00 48.00 in o/c Ru = Mu/bd"2· · · = •· 8.2 10.5 psi #9@ 48.00· 48.00 in o/c SUMMARY OF FORCES & MOMENTS I Origin of Force ... Overturni.ng Moments # ft ft-# # Resisting Moments---'----. ft ft-# ' Active Soil Press. = 1645.4 3.19 5256.5 0 0 0 Soil over Heel 0 0 0 · 1753.0 4, 16 7298.5 I Soil over Toe = -257.2 Sloped Soil @ Heel = O Adjacent Ftg. Load = 0.0 1.28 -328.6 0 0 0.00 0.0 469.9 1.17 547 .4 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel 0 0 0 0.0 0.00 0.0 I Surcharge over Toe = 0.0 Axial Load on Wall = 0 Load @ Proj. Wall = 10,0 0.00 0.0 0 0 9.08 90.8 0.0 0.00 0.0 6.o o.oo o.o , ___ O _________ O ______________ 0 _________ .. ______ - ------Averaged StemWts. = 0 . --· o·-o 733.0 2.66 1952.2 1- I I 10 I Added Lateral Load = 0.0 Footing Weight = 0 Key Weight · O · Vertical Component of Active Pressure = 0 Totals = 1398.3 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC 0.00 0.0 0 0 ·· ·o· o 0 0 5018:7 ft-# 0 0 0 1599.0 2.~7 .. 4261.3 o.o 0.00 0.0 __ . _____ . o.o _________ ---~-~o ___________ 9-9 _____ _ 4554.9 # 4554.9 # 14059.4 ft-# 14059.4 ft-# (continued on next page ••.. ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN CASE DIii-WEST WALLS ( ••••• continued) STEM SUMMARY--· --- Top Stem: 'From 7.33 ft to Top of Wall 8.00in Concrete w/ # 5 @) 6;0bin; d = 4.00in f'c= 3000.0psi, Fy= 60000.dpsi Wall Wt.= 100.00psf, Bar Embed= 12,0in LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 02/05/98 Mu= 0.0 <=Mn-= 9459.0ft·#·--· ------·------·-------------·----·--------------·-- Vu= 0.00 <= Vn = 93.11psi Interaction Value = 0.000 Second Stem From 6.00ft to 7 .33tt----·· 8.00in Concrete w/ # 5 @) 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed=-1-2.0in----·--------· --··· --------·· Mu = 41.0 < = Mn = 9459.0ft-# Vu.= 0.99 < = Vn = 93.11psi Interaction Value = 0.004 ··-·-------· · -·· -· -·-· Third Stem From 4.00ft to-6.00ft-----··-··--------· 8.00in Concrete w/ # 5 @). 6.00in,·d =· 4.QOin - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= -12.0in. -.. ------ Mu = 474.6 < = Mn = 9459.0ft-# Vu= 6.75 <= Vn = 93.11psi Interaction Value = 0.050 ·-·-· _:_ ___ - . Fourth·Stem From 2.00ft to 4.00ft 8.00in Concrete w/ # 5 @) 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, · ear Embed,;-, 2.0in Mu = 1779.0 < = Mn = 9459.0ft-# Vu= 17.48 <= Vn = 93.11psi. Interaction Value = 0.188 Bottom Stem From 0.00ft to 2.00ft 8.00in Concretew/# s·@-6-:00i"il;-d= 4~0oln -----... f'c= 3000.0psi, Fy= 60000.0psi - Wall Wt.= 100.00psf, l:lar Embed== 6.0in Page: ..... I Mu = 4369.1 < = Mn = 9459~0ft-# Vu= 31,76 <= Vn = 93.1ipsi __ -·-· . _ Interaction Value = 0.462___ _ ____________________________ -----·· _____ ------·· -·----· I I I ------------------------·· ---··---... --·--···--·-· ---· .. ------------ V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 . -::· '. '~ I I '".J I _. _ _. ;.· I I I MARTIN & MARTIN, INC. Structural & Civil Engineers . 7801 Mission Center Court Suite 4.00 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619} 497-0429. _ .. __ . : · ....... ~..,. JOB--__________ _,(~.£lle..a..=-·-'Fo...,.·l..A-1JP~..=.;;;..------ SHEETNO.,--------:---'f:tr>~ .... ti-OF _______ _ CALCULATED BY ____________ --f?b..-·,_._ DATE _/' 3 /• 7 e, CHECKE!)BV ___________ DATE~---- --.. .. -• - SCALE {evo _(f-rl.J?fff?(ffiitJC:15 -~:. r:-uP2 I : ---........ --.. '.· • --··-·····--·····. --·· • . • • ••• , ' •• : ; • • i ; : l;_} ,-_ < -"" ~ -,. ~ _-, ,-. : __ :,:_-~:-.. -. :::, ___ ; .-·, 0 ___,_" "> .,-, :_: ,--, --~: ,-'. .----, : ___ " _, .,,-, :_·_ 0 -~" 0 ,-. : ____ • ____,I• 0 ' ·.. . -. .. .. --. I I -· ~ __ _--.) I I I I I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61"9) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE El-WEST WALLS LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01/31/98 Page: WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS----- Retained Height = 8.33 ft Wall Ht. above Soil = ·o.50 ft Axial DL· on Stem = 650 plf Lateral Load Acting on Axial DI_-on Stem = 0 plf Stem Above Soil = 0.00 psf Toe Width · = 2.33 ft •••• Eccentricity = 0.00 in Add'I Lateral Load = o.oo plf Heel Width = 3.00 ft · Surcharge over Toe. = 0.0 psf Dist to Load Start '-0.00 ft Total Footing Width = 5.33 ft Surcharge over Heel -. 100.0 psf Dist to Lo1;1d· End = 0.00 ft Footing Thickness == 24.00 in Key Depth ---·---· -=-0.00 m-----------··_ --· Key Width = 0.00 in SOIL DATA ADJACENT FOOTING~--- Toe to Key Dist. = 0.00 ft Allowable Bearing = 2500 -psf Vertical.Load ,;= 0.0 # SLIDING CHECK--'---Active Lateral = 35.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 ..... Max Press. = 0.0 pcf Footing Width -· . 0.00 ft = Soil to Neglect 10.00 in ••••. Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 2196 # -Backfill Slope = 0.0 :1 Vert. Position of Ftg. -Passive Pressure------=-1-1078 -#--Passive Press.--=·-·· 350.0 pcf· ·--; •• Above/Below:[+ i-1 · -·-= ----0.0 ff -Friction 2383 # Soil Delisity = 110.0 pcf Spread Footing ? Yes Add'I Force Required = 0.0 # Soil Ht over Toe = 72.00 in SUMMARY FOOTING DESIGN--------------- Pressure @Toe = 2174.2 psf ·soil Press. Mult. Toe Heel f'c _ 3000 psi Pressure @ Heel = -380.3 psf By ACI Eq 9-1 Mu-Upward ··· Mu-Downward Mu-pesign One-Way Shear: 3044 532 psf-Fy ·· -·· ----· ·· · -60000 psi Allowable Press. = 2500 psf = 7269 0 ft-# · Min. As Percent·· -= ··0.0000 Ecc. of resultant = 7 .49 in 3648 5017 ft-# Omit SP Under Heel ? Max. Shear@Toe = . 3.93 psi = 3621 -501-7 ft-#· Toe·-Heel Max. Shear @ Heel = -2'48 psi Allow. Ftg Shear 93.11 psi = 3.9 . Actual' 2.5 psi Factors of Safety: Overturning Sliding =· 93.1 Allowable 93. 1 psi 3.70 :1 Cover over·Rebar 3;50 2.50 in 6.13 :1 'd' = 20.50 21.50 in -Ru= Mu/bd"'2 · = 9.6 12 .. 1 psr # 4@ 45.89 34.72 in o/c # 5 @ 48.00 48.00 in o/c # 6 @· 48.00 48.00 in o/c # 7 @ 48.00 48.00 _ in o/c · # 8 @ 48.00 48.00 in o/c # 9 @ 48.00· ·· 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS-------------- Overturning Moments Resisting Moments----- Origin of Force ••• # ft ft-# # ft ft-(_ ActiveSoi!Press. =2196.1 3.70 -8127.7 0 o· O Soil over Heel = 0 0 0 21'38.0 4.16 8901.3 Yes Soil over Toe =-1120.0 2.67 -2986.7 1537.8 _____ 1.1? ____ 1791.5 ______ _ Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = o.O 0.00 O.Q 0.0 0.00 · 0.0 Surcharge Over Heel - 0 0 0 0.0 0.00 0.0 __ Surcharge over Toe O.Q 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 650.0 2.66 1731.2 Load@ Proj. Wall _____ o,9,___ ___ 0.00 ___ . __ Q.0------·------.. 0---. ------0--------·-----0---------------------- ------Averagecfstem\o\fts. = o o o 883.0 2.66 2351.1 I I 1· Added Lateral Load · = 0.0 0.00 0.0 0 _ 0 0 Footing Weight = o o o 1599.o 2.67.--4261.3 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure= 0 0 Totals = 1076.1 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC ____ o _____________ o.o ___ _ 5141.1 ft-# 6807.8# 6807.8 # o.oo __ _ .0.0--------- 19037 .1 ft-# 19037.1 ft-# (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I ) 1-- MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE El-WEST WALLS ( ••••• continued) STEM SUMMARY ------ Top Stem:· From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00hi f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu ==. 259.3-c::·,; Mn-,;;,_· 9459,oft::#--------. --. ------.. -- Vu = 4.52 < = Vn = 93. 11 psi Interaction Value = 0.027 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi I I I I I I I I I --------Wall Wt.= 100.00psf, Bar Embed=· 12.0in ---· · Mu = 1188.1 < = Mn = 9459.0ft-# I Vu = 12.28 < = Vn = 93.11psi Interaction Value = 0.126 Third Stem From· 2.00ft to 4,00ft --· · 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, B\;lr Embed= 12.0in Mu = 2868.6 <=Mn = 9459.0ft-# Vu= 20.12 <= Vn = 93.npsi Interaction Value· = 0.303 ·· · Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 6.00iri, d = 4.06in · f'c= 3000.0psi, Fy= 600QO.Opsi Wall Wt.= 100.00psf,-Bar Embed= 12.0iil Mu = 3990.8 <=Mn = 9459.0ft-# Vu = 24.03 < = Vn = 93. 11psi Interaction Value = 0.422 Bottom Stem From 0.00ft to 1 .OOft 8.00in Concrete w/ # 5 @ · 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in I Mu = 5301.0 < = Mn = 945_9.?ft-# Vu = 27.95 < = Vn = 93.11ps1 ___ . _________ _Interaction.Value __ ;:,; 0.560 __ _ LEGOLAND IMAGINATION 96240 _ -LEGO EXPERIENCE SHOW TMB Date: 01/31/98 -. --.. Page: '· I I I ------......... ------------------------------------------- ~ I I V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW06036·1 I I .~ MARTIN & MARTIN, INC. _ 7801 Mission Center Court, Suite 400 San Diego, California 921:08 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE Ell-WEST WALLS . -I I I I WALL & FOOTING DATA V_ERTICAL LOADS I I Retained Height = 8.33 ft Axial DL ·on Stem = Wall Ht. above Soil --0.50 ft Axial DL on Stem = Toe Width = 2.33 ft •••• Ecc·entricity = Heel Width = · -3.00 ft Total Footing Width = 5.33 ft Surcharge over Toe = Surch11rge over Heel = Footing Thickness = 24.00 in -------Key Deptn·--· ·-= 0.00 in Key Width = 0.00 in SOIL DATA Toe to Key Dist. O.OQ ft Allowable Bearing = · SLIDING CHECK----. Active Lateral -· ·· Ftg/Soil Friction = 0.35 ..... Max Press. Soil to Neglect = 10.00 in ••••• Slope Press. Lateral Pressure 2386 # Backfill Slope -Passive Pressure·-----· = -11078 # ·-Passive Press. - -Friction = 2383 # Soil Density Add'I Force Required = 0.0 # Soil Ht over Toe SUMMARY Pressure@ Toe Pressure@ Heel--·--- -----· Allowable Press. -- Ecc. of resultant = 2599.5 psf Soil Press. Mult. = ·--0.0 psf·-By ACI Eq 9-1 · =· · 3325 psf Mu-Upward · · = 11.03 in Mu-Downward = -5.25 psi Mu-Design = -3.60 psi One,Way Shear: = = = = .. '= = - Toe = 3639 = 8414 = 3648 = 4766 - LEGOLAND IMAGINATION 95·240 LEGO EXPERIENCE SHOW TMB Date: 01/31/98 G1-e1 P11ge: LATERAL LOADS----- 650 plf Lateral Load Acting on Oplf Stem Above Soil = 20.00 psf 0.00 in Add'I Lateral Load --360.00 plf 0.0 psf Dist to i..oad Start = 8:33 ft 100.0 psf Dist to Load End = 8.83 ft ADJACENT FOOTING---- 3325 psf Vertical Load - 35.0 pcf Load ·Eccentricity = o.o pcf Footing Width = 0;0 pcf Ftg. CL to Wali 0.0 :1 Vert. Position of Ftg. -350.0 pcf·-·;;.Above/Below:[ + /-J-·· · --= 110.0 pcf Spread FQotilig ? 72.00 in 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft Yes FOOTING DESIGN------------ ·Heel o psr · 0 ft-# 5017 ft-# -5017 ft-# f'c . Fy .. Min. As Percent Omit SP Under Heel = ? 3000 psi 60000 psi 0.0000 Yes Toe Heel · ----- 34.84 34.72 in o/c I/~ I Max. Shear @ Toe · - Max. Shear @ Heel Allow. Ftg Shear = 93.11 psi Actual = 5.3 3.6 psi #4@ #5@ #6@ #7@ #8@ #9@ _48,00 48.00 )n o/c I -Factors of Safety: Overturning Sliding · · Allowable = 93.1 93.1 psi = 2.66 :1 Cover ov~r Rebar = 3.50 2.50 in = 5.64 :1 'd' = 20.50 2.1.50 in Ru= Mu/bd·2 = 12.6 12.1 psi , 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c 48.00 48.00 in o/c ------,----------SUMMARY OF FORCES & MOMENTS--------,-'-------- Overturning Mom~nts Resisting Moments----- Origin of Force ... # ft ft-# # . ft ft-(. Active Soil Press. = 2196.1 3.70 8127.7 0 0 · 0 Soil over Heel = 9 0 O 2138.0 4.16 8901.3 I Soil over Toe =-1120.0 2.67 -2986.7 -----sioped· s·oil @· Heel . -· = o o o Adjacent Ftg. Load = 0.0 0.00 0.0 1537.8 1.17 1791.5 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel -· 0 0 O 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 _______ J .. oad @ J:>roj. Wall ___ -: __ 10;0 ____ , 0.58------105.8 I 0.0 0.00 0.0 ·6!_;0.0 2.66 1731 .2 ·-----··-----0------·-0------------0---------------- Averaged Stem Wts. = 0 0 0 883.0 2.66 2351.7 Added Lateral Load = 180.0 10.58 1904.4 footing Weight_ ·_ __ = 0 .. : _ _ _ . 0 .. 0 Key Weight = O O O I 0 0 0 1599.0 2.67--4261.3 0.0 0.00 0;0 Vertical Component . --. -. 0 o,o _____ .. ---= o.oo 0.0---1-------of ~c_!ive Pressure= ____ b __________ O Totals. = 1266.1 # 7151.3 ft-# 6807.8 # 19037 .1 ft-# 19037. 1 ft-# 1----··-· ·-·-·Resisting Totals .. Used For Soil Pressure (Vert. Component of Active Pressure Remov~dl lo 6807.8 # (continued on next page .... ) I V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61'9) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN --~-,---_,_ ....... ---·, ----------- LOAD CASE Ell-WEST WALLS . ---. --. --. ~-.. -----·-----.... ------------------ . . --. -( ..... continued) STEM SUMMARY--'---~- I Top Stem:· From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 6.00in, d == 4.00in · -·-f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, ~ar Embed= 12.0in 1--------Mu·=· 1023.0-<·= Mn·-= 9459.0ft-#--·---··-----·----- Vu= 10.66 <= Vn = 93.11psi Interaction Value = 0.108 I-· · -----Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi _______ . Wall Wt.= 100.00j:>sf, Bar Embed =-12.0in-- l Mu = 2543.7 < = Mn = 9459.?ft-# Vu= 18.42 <= Vn = 93.11ps1 -.. ---· --Interaction Value = 0.269 I -.. ---------Third Stem-From 2.00ft to 4.00ft------ .. ------· 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= .3000.0psi, Fy= 60000.0psi __ .. __ wan Wt.= 100.00psf, Bar.Embed=· 12.0in I ---.._ Mu = 4816.3 < = Mn = 9459.0ft-# ' ) Vu = 26.25 < = Vn = 93.11 psi · : ../ Interaction Value = 0.509 I- I Fourth Stem From 1.00ft to 2.00ft ... 8.00in Concrete w/ # 5@ 6.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi . Wall Wt.= 100.00psf, Bar Em~ed= 12.7in Mu = 6234.5 < = Mn = 9459.0ft-# Vu = 30.17 < = Vn = 93.11 psi-- lnteractipn Value = 0.659 I _____ Bottom Stem From 0.00ft to 1 .OOft --8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 7.7in LEG OLAND· IMAGINATION -96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 .... ---· ----~--------------------------. -· "· ~B Page: I.. Mu = 7840.7 < = Mn = 9459.0ft-# Vu = 34.08 < = Vn = 93.11psi ____________ Interaction Value_= 0-~-~~------'----------______ ----------·----------------------·-- I 1---------------... --------- I :u I - I V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 . I I I I I 1· I I I MARTIN & MARTIN, INC. 7801-Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB bt..oq <0 Date: 01/31/98 Page: CANTILEVERED RETAINING WALL DESIGN -·, ._·/ LOAD CASE EIII-WEST WALLS WALL & FOOTING DATA VERTICAL LOADS Retained Height = 8.33 ft Axial DL·on Stem Wall Ht. above Soil = 0.50 ft Axial DL on Stem Toe Width = 2.33 ft Heel Width = 3.00 ft Total Footing Width = 5.33 ft Footing Thickness = 24.00 in : .•.• Eccentricity . Surcharge over Toe Surcharge over Heel = ---· .. -·-·-----~--~-·--~ LATERAL LOADS----- 0 pit. 0 plf 0.00 in 0.0 psf 100.0 psf Lateral Load Acting on Stem Above ·Soil Add'I Lateral. Load Dist to Load Start Dist to Load End -------------------·-- = 20.00 psf = 0.00 plf = 0.00 ft = 0.00 ft · ·-· Key Depth --· • ···---· = -o.oo in -. Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 3325 psf Vertical load = 0.0 # SLIDING CHECK----Active Laterar . -. .... --. -35.0.pcf' . Ldad Eccentrlcity = 0.00 in Ftg/Soil Friction = 0.35 •••.• Max Press. ·-= ··---0.0 pcf · Footing Width = o.oo ft Soil to Neglect = 10.00 in ••••. Slope ,Press. = 0.0 pcf Ftg. CL to Wall = , 0.00 ft Lateral Pressure = 2206 # Backfill Slope = 0.0 :.1 Vert. Position of Ftg . . - -Passive Pressure -· · -= 11078 # -Passive Press;-·· -----·· = ·---350.0 pcf--··::-.Above/Below:[ + J-J ··· = 0.0 ft. -Friction = 2155 # Soil Density = 110.0 pcf Spread Footing ? Yes Add'I Force Required = 0.0 # Soil Ht over Toe = 72.00 in SUMMARY ·· ·-·-FOOTING DESIGN------------ Pressure@ Toe = 2074.4 psf Soil Press. Mult. Toe Heel f'c . = 3000 psi Pressure@ Heel --= ·· 236.3 psf-· By ACI Eq 9-1 -·= ~ 2904· ·---33l pst-·· Fr··--= · 60000 psi Allowable Press. = 3325 psf Mu-Upward--· -·-· =· 6865 · ----· Oft-#-· Min. As-Per.cent = 0.0000 Ecc. of resultant = 8.48 in Mu-Downward = 3648 5017 ft-# Omit SP Under Heel ? Yes • 1 1 -.. , . 1 ·: . .1 -.... .;.__.:-.. - Max. Shear @Toe · = · 3.56 psi· Mu-Design -3217 ·----5017·ft-# Toe Heel Max. Shear@ Heel = -2.90 psi One-Way·Shear: # 4 @ 48.00 34.72 in o/c Allow. Ftg Shear = 93.11 psi Actual 3.6 2.9 psi # 5 @ 48.00 48.00 in o/c _ Factors of Safety: · Allowabie · · = --· 93.1· -93.1 psi # 6 @ 48.00 48.00 in o/c I I I I I I I Overturning = 3.30 :1 ·Cover over Rebar = 3.,;iO--2.50 in · # 7@ -48.00 48.00 in o/c Sliding = 6.00 :1 'd' = 20.50 21.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd· 2 = 8.5 --12.1 psi # 9 @ 48.00 48.00 in o/c --------------.SUMMARY OF FORCES & MOMENTS .ccc .. -:::-... ---=,--------~-- Overturning Moments Resisting. Moments----- Origin of Force .•• # ft ft-# # ft ft-( ActiveSoilPress. =2196.1 3.70 8127.7 0 0 0 Soil over Heel = 0 0 0 2138.0 4.16 8901.3 Soil over Toe =-1120.0 ...... _2.67 ______ .. -2986.7 15~7.tl 1.17 1791.5 Sloped Soil @ Heel = 0 0 0. 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 __ 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00. 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 O 0.0 0.00 0.0 _______ Load@Proj. WalL _____ =_10.0. _____ :J0.58-------105.8-------0-------··--0-------· 0·----------- Averaged Stem Wts. = 0 O O 883.0 2.66 2351.7 Added lateral Load = 0;0 0;00 _ . 9.0 __ . 0 0 0 Footing Weight _ 0 .. 0 .: . __ .. 0 _ . 1599.0 . -2.67 -4261 .3 Key Weight = o o o o.o o.60 o.o Vertical Component o~_Active_Pressure= ______ O ______ ~o . O-_~ ___ o.o _____ o.oo.... 0.0- Totals = 1086.1 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c} 1983-96 ENERCALC 5246.9 ft-# 6157.8 # 61.57.8 # 17305.9 ft-# 17305.9 ft-# (continued on next page •••• ). GEORGE R. SAUNDERS ASSOCIATES, KW060361 -= I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax ,/?) \ · .. I-~--· -·--. CANTILEVERED RETAINING WALL DESIGN LOAD CASE EIII-WEST WALLS ,---··· -· ( ••••• continued) STEM SUMMARY-------- 1 Top Stem: ·From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00iri f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in I. ·-·--··----·Mu·= 303.2 .< == Mri .. £ 9459.0ft-# .. Vu= 4.85 <= Vn = 93.11psi Interaction Value = 0.032 I I I I. I I I Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5@ 6.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi -------·· Wall Wt.= 100.00psf, Bar Embed=· 12.0in ·· ·· --··--· ·-· Mu = 1265.9 < = Mn = 9459..0ft-# . . . Vu= 12.61 <= Vn = 93.11psi Interaction Value = 0.134 · Third Stem From 2.00ft to 4.00ft --8.00in Concrete w/ # 5@ 6.00in, d= 4;00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar E_mbed = 12.0in Mu = 2980.5 < = Mn = 9459.0ft-# Vu = 20.44 < = Vn = 93.11psi Interaction Value = 0.315 Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 6000Q.Opsi Wall Wt.= 100.00psf, Bar Embed=;, 12.0in Mu= 4119.7 <=Mn = 9459.0ft-# Vu = 24.35 < = Vn = 93.11 psi . Interaction Value = 0.436 Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ fl 5 @ 6.00in; d = ,if.ooiii---· --·-- f'c = 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.Qin Mu = 5446.9 < = Mn = 9459.bft-# LEGOLAND IMAGINATION 96240 LEGO EXPERl~NCE SHOW · TMB Date: 01 /31 /98 ----------·-· --~------ '· I Vu = 28.27 < = Vn = 93.11psi ___ Interaction.Value_:;;; 0.576 __ :_ _____________________ :::_ _________ :_ _ _:_ ______ ----- I I ---------------------------------------·-·--··-.. ·-.. -·-·. I __. ~ "\.-lu I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I ., .. ---- 1 ~j I --- MARTIN & MARTIN, INC. Structural & Civil. Engineers 7801 Mission Center Court Suite 400 SAN DIE.GO, CA 92108 Phone (619) 497-2118 _ . Fax (619) 497-0429 .. _t• ... 1-~:l · JOB _______ ...._ _____ ~ ............... ~----------·----- SHEETNO. _______ fg_. -~---'-· OF ______ _ CALCULATED BY --_____ -t,_:0 ___ DATE / • ~1 -f!B CHECKEOBY _ __. _____ CATE----- . -. ---. - I I -· . .. --. ·-· . -. . . -··--1 . 2 -~ .:.. s -. 6 7-. e -,-· ·2 -a" -.:.. -5 6 7 6 -1. ·2-·3 :. 5 6 7 a , 2 ~ . : 5 "6 '? S" 1 2 3 ~ 5 6 7 e i_ 2 3 ~ 5 6 ; s i 2 3 .; 5 • 6-7 s i; 2 :: I I I .·. : . .. '!" . . .. ' :_, .' ~ ~~ ·., ...... -. . . ~ ' . ' . --.. ., . . . : . . -~ e •~~~=~NM~~~~ C -N ~ ~ ~ ~ ~ ~ ~ N ~ ~ G ~ ~ C ~ ~ M• ~ ~ ~ ~ P -N ft~~~~~ -~ ~ ~ ~ ~ k ~ -~ ~ . . I I -~ I ,:, ~--. ,.. .:... ,-- I MARTIN & MARTIN, INC. 7801 Mission Center Coµrt, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERE.D RETAINING WALL DESIGN LOAD CASE Fl-WEST WALLS LEGOLAND . IMAGINATION 96240 LEGO l;XPERIENCE SHOW TMB Date: 01 /31 /98 Page: WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS----- Retained Height = 6.33 ft Axial DL.on Stem = 820 plf Lateral Load Acting on Wall Ht. abQve Soil = 0.50 ·ft Axial DL on Stem = 0 plf Stem Above ·soil Toe Width = 2.33 ft .... Eccentricity = 0.00 in Add'I Lateral Load Heel Width = 3.00·ft Surcharge over Toe = 0.0 ·psf Dist to Load Start Total Footing Width = 5.33 ft Surcharge over Heel = 100.0 psf Dist to toad End 0.00 psf 0.00 plf 0.00 ft 0.00 ft _. FootingThickness = 24.00in _____________________ -·-----------·------------·-· 1----Key Depth = 0.00 in . I Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 2500 psf Vertical Load =· SLIDING CHECK----Active Lateral ---35.0 pcf Load Eccentricity = Ftg/Soil Friction = 0.35 ..... Max Press. = O.O pcf Footing Width = Soil to Neglect = 4.00 in ..... Slope Press. = 0.0 pcf Ftg. CL to Wall = Lateral Pressure = 1479 # Backfill ~lope . = 0;0 :1 Vert. Position of Ftg. 0.0 # 0.00 in 0.00 ft 0.00 ft ·----------Passive Pressure · · --=--1385 # Passive·Press: ---= 350.0 pcf ... Above/Below:[+/-] I -Friction = 1729 # Soil Density = 110.0 pcf Spread Footing Add'I Force Required = O.Q # Soil Ht over Toe = 10.00 in ? 0.0 ft Yes 1-- I I I SUMMARY FOOTING DESIGN-------------- Pressure@ Toe Pressure @ Heel - · Allowable Press. · -Eco. of resultant Max. Shear @ Toe Max. Shear @ Heel · Allow. Ftg Shear Factors of Safety: Overturning Sliding = = = = 1398.2 psf 455.6 psf 2500 psf 5.42 in Soil Press. Mult. By ACI Eq 9~1 Mu-Upward Mu-Oown~ard Toe Heel = 1957 638-psf = 4791 0 ft-# = 1488 4178 ft-# = 3.37 psi Mu-Design = ?303 -4178 ft-# = -1.74psi One-WayShear: = _ 93.11 psi. Actual . .. 3.4 1.7 psi __ Allowabl~ = 93.-1 93.1 psi = 3.52 :1 Cover over Rel;:»ar = 3.50. 2.50 in = 2.11 :1 'd' = 20.5Q_ . 21.l>O in Ru·= Mu/bd"'2-= 8.7 10.0 psi f'c • Fy . Min. As Percent Omit SP Under Heel #4@ #5@ #6@ #7@ #. 8.@ #9@ Toe · 48.00 48.00 48.00 48.00 48.00 48.00 = = ? Heel 41.70 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS-------------- Overturnin_g Moments Resistjng Moments----- Origin of Force ••• # ft ft-# # ft ft-#--. Active SoU Press. = 1479.4 3.03 · 4475.6 O O o Soil over Heel = 0 0 0 1624.7 4.16 6764.2 3000 psi .. 60000 psi 0.0000 Yes Soil over Toe = -140.5 0.94 -132.7 213.6 1.17 248.8 --·---·---------·---- Sloped Soil @ Heel = 0 · 0 O 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 o. O 0.0 0.00 o.o I Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 820.0 2.66 2183.9 ------Load@ Proj. Wall---=----· 0,0------0.00-.------· 0.o-----o-·--------· o---------··-. ·o·--------------· ---·· Averaged Stem Wts.. = 0 . 0 0 683.0 2.66 1819.1 Added Lateral Load = 0.0 0.00 0.0. O O O Footing Weight -. .. . -.. 0 -0 · --0 1 q99.0· · 2.67 .. 4261.3 Key Weight = 0 0 O 0.0 0.00 0.0 I Vertical Component 1-. __ _____ _ __ . _ of Active Pressure= .. . 0 .. Totals = 1338.9 # -0-------------0--· 4343.0 ft-# o,o--· ·------o.oo----------·-o.o ·------·---- 1940.3 # 15277.3 ft-# Resisting Totals Used For Soil Pressure 4940.3 # 15277 .3 ft-# (Vert. Component of Active Pressure Removed) (continued on next pages ••• ) I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I •n:··. I ---.- 1 I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE Fl-WEST WALLS { ••••• continued) STEM SUMMARY---- Top Stem: ·From 6.00 ft to Top of Wall .... --.. . • • -' ~--r-" 8.00in Concrete w/ # 5 @ 6.00in,_ g_= 4.00in f'c= 3000.0psi, Fy= 60000.0psi LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 ---·-··-----~---- Page: I Wall Wt.= 100:_0~p_s.~ B1:1r_ ~!!l_be~::._ 1~:<?if! __________ --------··-______ , _____________ --·-· . _____ ... Mu = 3.0 .. < = Mn = 9459.0ft-# I I I I Vu= 0.00 <= Vn = 93.11psi Interaction Value = 0.000 Second Stem From 4.00ft to· 6 .. 00ft · ~-·-----,_ ·-· --- 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed== 12.0irr--·----·--·-· ---·-·· · Mu = 259.3 < = Mn = 9459.0ft-# Vu = 4.52 < = Vn = 93. 11 psi Interaction Value = 0.027--· ------· ----· ·· ·· Third Stem From 2.00ft to-4.00ft'-· --·-----------------· 8.00in Concrete w/ # 5 @ 6.00in, d == 4.00in·~----.... · f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 1'2.0in-· ---· · Mu = 1267.4 < = Mn = 9459.0ft-# Vu= 14.01 <= Vn = 93.11psi Interaction Value ,.; O. 134 · Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 5@ 6.00in; d= 4.00in · ·· f'c= 3000.0psi, Fy=; 60000.0psi .. . Wall Wt.= 100.00psf, Bar Eml;>ed =· 12.0in Mu = 2202. 1 < = Mn = 9459.0ft-# Vu = 20.61 < = Vn = 93.11 psi_ Interaction Value = 0.233 I Bottom Stem From 0.00ft to 1 .OOft. 8.00in Concrete w/ # 5-@ e-:0-oi~, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= ~.Oin I Mu = 3497.5 < = Mn = 9459.0ft-# Vu = 28.29 < = Vn = 93.11 psi . _ __ __________ Interaction Value.= 0.370-----__ : ___ ------···-------·-·- I I I -------. --------- -------·---·-··-----------·-···--.... V4.4D (c) 1983-96 ENERCALC GEORGE R_-SAUNDERS ASSOCIATES, KW060361 I I I 1· I I I I I I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE Fil-WEST WALLS LEGOLAND IMAGINATION 96240 · LEGO EXPERIENCE SHOW TMB Date: o 1 /31 /98 b',uf Page: WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS-. ------- Retained Height ""' 6.33 ft Axial DL ·on Stem = 740 plf Lateral Load Acting on Wall Ht. abqve Soil = 0.50 ft Axial DL on Stem = 0-plf Stem Above Soil Toe Width = 2.33 ft_ .... Ecceptricity . = O.OO·in .. Add'l Lateral LoacJ Heel Width = 3.00 ft .. _ Sur.9harge over Toe = 0;0 psf Dist to Load Start Total Footing Width = 5.33 ft Surchari;ie over·Heel = 100.0 psf Dist to Load Erid Footing Thickness = 24.00 in ------·----·---------··--· __ ---·------·-·------·------·--· Key Depth -·---. = · 0.00 in = 0.00 psf o.oo plf 0.00 ft 0,00 ft Key Width 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = . i1300 psf Vertical Load SLIDING CHECK . ··---·Active Late.ral . -= 35.0pcf Lo11d Eccentricity = 0.0 # = 0;00 in Ftg/Soil Friction = 0.35. --·· · .. ::-.Max Press: = 0.0 pcf · Foqting Width = 0.00 ft Soil to Neglect = 4.00 in ..... Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00ft Lateral Pressure = 1479 # Backfill Slope = O.Q :1 Vert. Position of Ftg. -Passive Pressure------··= -1385 #-· Passive Press:-·· •. ·--· -··---;;, . ---350:0:pcf ----... AboveiBelow:[+ /-1 ~ ---~ --~-----~ = 0.0 ft -Friction = 1701 # Soil Density = 110.0 pcf Spread Footing ? Yes Add'( Force Required 0.0 .# Soil Ht over Toe = 10.00 in SUMMARY" .. ---. FOOTING DESIGN------------- Pressure@ Toe = 1383.1 psf Soil Press. Mutt. Toe Heel .f'c -= 3000 psi Pressure@ Heel --· -=· -·440.s-psf--By ACI Eq ·9:1 ----=· ·1936 ·· --617 psf Fy = 60000 psi Allowable Press; ·= -· 2soo·psf .. MO-Upward· -·-·,.; A734.. ... · Oft-# Min. As Percent = 0.0000 Ecc. of resultant = 5.51 in Mu-Downward = 1488 4178 ft-# Omit SP Under Heel ? Yes Max. Shear@> Toe -= · 3.31 psi Mu-Design -= 3246 · -41.78 ft-# Toe Heel Max.Shear@Heel = -1.79psi Ohe-WayShear: # 4@ 48.00 41.70 ino/c · Allow. Ftg Shear = 93.11 psi Actual . = 3.3 1.8 psi # 5 @ 48.00 48.00 in o/c Factors of Safety: ---·-----Allowable -93.1 93.1 psr # 6 @ 48.00 48.00 in o/c Overturning = 3.47 :1 -Cover oyer Rebar = 3.50 2.50 in # 7 @· 48.00 48.00 in o/c Sliding = 2.09 :1 'd' = 20.50 21:50 in . If B @ ... 48.00 48.00 in o/c ---· · ----Ru·= Mu/bd~2 8.6 10.0 psi # 9@ 48.00 48.00 in o/c --------------. SUMMARY OF FORCES & MOMENTS----,------------ Overturning Moments ·Resisting Moments--,----- Origin of Force ... # ft ft-# # ft ft-#--. Active Soil-Press. = 1479.4 3.03 4475.6 0 0 0 Soil over Heel = 0 0 0 1624.7 . 4.16 !;3764.2 Soil over Toe ··--------= -140.5. ____ 0.94 _______ -132.7.. 213.6 1.17 248.8 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0,0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = O.Q 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = Q . . 0 O 740.0 2.66 1970.9 ______ Load @Proj. Wall-------=-· 0.0--··--0.00-----,---0.0···-·-.-·--·-o-------0 ------........ o-·-----.. ---·····- Averaged Stem Wts.. = 0 _ 0 0 683.0 2.66 1819.1 Added Lateral Load = 0.0 __ 0.00 0.0 O O O _ Footing Weight._ . --· .. 0 -· -· · 0-----·-· ... O· · 1599.0·-· · -· -·· 2.67 ·· 4261.3 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component _____________ ofActivt1J:'ressure~-~--O-----O---------0-------~ ·--0.0----··--· --0,09 Totals = 1338.9 # --------------·---------------- Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressu!e_ f!errioved) 4343.0 ft-# ,~60.3 # 4860.3 # 0.0 15064.2 ft-# 15064.2 ft-# 0 . . (continued on next page .... ) V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I 1· 1. I I I ---~) I I I I -··----~ I I I ,o I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE FIi-WEST WALLS ( ..... continued) ~TEM SUMMARY----- Top Stem: From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 6.00in, d = 4:boin f'c= 3000.0psi, Fy= 60000.0psi LEGOl.,.AND IMAGINATIO~ ·96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 ~ Page: Wall Wt.= 100.00psf, Bar Embed= 12.0in ______ ·-·-___ . _ ___ _ ____ __ _ __ _ _____ ... -····---.. ··-··· •.. ____ • __ .... ---· ----Mu = 3.0 < = Mn = 9459.0ft-# - Vu = 0.00 < = Vn = 93. 11 psi Interaction Value = 0.000. Second Stem From 4.00ft to 6.QOft 8.00in Concrete w/ # 5 @ 6.00in, d:= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed·= 1-2.0rn -- Mu = 259.3 < = Mn = 9459.0ft-# Vu= 4.52 <= Vn = 93.11psi Interaction Value = 0.027 Third Stem From 2.00ft to 4.0ott··-- 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00iri · ·· · · f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 1267 .4 < = Mn = 9459.0ft-# Vu= 14.01 <= Vn = 93.i1psi lnteraction·vaiue = 0.134 - Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ ~.OOin, d;.. 4.00in f'c= 3000.0psi, Fy= 60000.0psi . Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 2202.1 < = Mn = 9459.0ft-# Vu = 20.61 < = Vn = 93.11psi· Interaction Value = 0.233· Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 5@ 6.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000;0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 3497.5 <=Mn = 9459.0ft-# Vu= 28.29 <= Vn = 93.11psi .. Interaction Value = 0.370---• '· ---·· ------------------- --------------------.. --------------------------------- V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I ·J I -· __ 1· I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (61.9) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE FIii-WEST WALLS LEGOLAND IMAGINATION 96240· LEGO EXPERIENCE SHOW TMB Date: 01 i31 /98 Page: WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS-------- Retained Height = _ 6.33 ft Axial DL on Stem = 820 plf Lateral Load Acting on Wall Ht. abpve Soil = 0.50 ft Axial OL on Stem = 0 plf Stem Above Soil = 20.00 psf Toe Width = 2.33 ft .... Eccentricity = 0.00 in Add'I Lateral Load = 920.00 plf Heel Width = 3.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start . --6.33 ft Total Footing Width = 5.33 ft Surcharge over Heel 100.0 psf Dist to Load End 6.83 ft 1·-· ------~:t~~Itck~es_s __ . : _2~:~~ :~ ·---------~~i~-~~;~ ----------. ·-·-·----. ----~~J~:~~T-~~O~I~~ ... -·. --- I I I I :· -,.) •• ___ r I I I Toe to Key Dist. 0.00 ft Allowable Bearing 3325 psf Vertical "Load = _ 0.0 # SLIDING CHECK----·Active Lateral = 35.0 pcf Load Eccentricity ______ = ___ 0.00 in Ftg/Soil Friction 0.35 ...•. Max Press. 0 .. 0 pcf Footing Width = 0.00 ft Soil to Neglect = 4.00 in ..... Slope Press. = 0.0 pcf Ftg. CL to· Wall' = 0.00 ft Lateral Pressure = 1949 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. --Passive Pressure ---···-=-·1385·#--Passive Press:--= -. 350.0 pct-· ~:.Aoove/Belo-w:[+/0] ____ ---· = -Friction = 1729 # Soil Density = .110.0 pcf Spread Footing ? Yes Add'I Force Required = 0.0 # scm Ht over Toe = 10.00 in SUMMARY .FOOTING'DESIGN------------ Pressure @ Toe · · Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel · Allow. Ftg Shear Factors of Safety: Overturning Sliding = 2357 .5 psf S.oil Press. Mult. = -·· -0.0 pst··-By ACI Ecj 9-r 3325 psf Mu-Upward = Toe 3301 . n99 Heel 0 psf 6 ft-# . = 15.22 in Mu-Downward 1488 4178 ft-# = 6.34 psi = -3.22 psi = -~3~1J psi = 1.82 :1 1.60 :1 Mu-Design· One-Way Shear: = 5810 --4178 ft-# __ A~tual ____ = 6.3 _ 3.2 psi Allowabie 93 .. 1 93.1 psi Cover over:Rebar = 3.50 2.50 in 'd' = 20.50 21.50 in Ru= Mu/bd~2 = 15.4 10.0 psi f'c -Fy-... ---.. ·-·-· .,. __ = ___ _3000 psi = 60000 psi = -0-.0000 --Min. As Percent --· -.. Omit SP Under Heel ? Yes :ft 4@ #\;@ #6@ #7@ #8@ #9@ . Toe . i-leel 28.56 4L70 in o/c 44.27 __ 48.00 in o/c 48.00 48.oo· ih o/c .. 48.00 48.00 in o/c · 48.00 48.00 in o/c 48.00 48.00 in o/c-- -------------~ SUMMARY OF FORCES & MOMENTS-------------~ Overturning Moments Resisting Moments----- Origin of Force ... # ft ft-# # ft ft-t_ Active Soil Press. = 1479.4 3.03 4475.6 ·O O 0 Soil over Heel = 0 0 0 1624.7 4.16 6764.2 Soil over Toe = -140.5 0..94 -132.7 213.6 1.17-----248.8------- Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 _ 0.0 Surcharge Over Heel O O O 0.0 0.00 0.0 .. I Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 820.0 2.66 2183.9 ________ Load @Proj. Wall------=--10.0---8.58-----85.8--··-··--.-o··---------o------------------o-·-··-----------·· I I- I Averaged Stem Wts. = 0 _ 0 () 683.0 2.66 1819.1 Added Lateral Load = 460.0 8.58 3946.8 O -O O -. Footing Weight . -. -0. -·-0 ---· 0---1599.0· · ·---2.67 · 4261.3-· Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure= __ Q, _______ -0 ----·-----· --0-----------0.0------0.00-----0.0--- Totals = 1808.9 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC 8375.6 ft-# ~940.3 # 4940.3# 15277 .3 ft-# 15277 .3 ft-# (continued on next page .... ) GEORGER. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, C&lifornia 92108 · (61.9) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE Fill-WEST WALLS· ( ••••• continued) ~TEM SUMMARY---,.-- Top Stem: From 6.00 ft to Top of Wall 8.00in Concret(! w/ # 5 @. 6.00in, d = 4.00i_n f'c= 3000.0psi, Fy= 60000.0psi . _ .. ___ Wall~~:..= .!90.00psf, Bar Embed= .. 12.0in _____________ --···. ______ _ Mu = 426.4 < = Mn = 9459.0ft-# · -.. ·--~_) Vu= 15.18 <= Vn = 93.11psi Interaction Value = 0.045 Second Stem . From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @ t?.OOin, d = 4.0bin f'c= 3000.0psi, Fy= 60000.0psi Wall Wt:= 100.00pst; Bar Embed·= 12.0in -·-·-·-· -· Mu = 2142.7 <=Mn = 9459.0ft-# Vu = 19.70 < = Vn = 93.11psi Interaction Value·= 0.227 ··-·· · · Third Stem From· 2.00ft to. 4.00ft--- · 8.00in Concrete· wt# 5 @ 6.00in; d = 4.00irf · -· f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in · Mu = 4610.8 <=Mn = 9459.0ft-# Vu= 29.18 <= Vn = 93.11psi_ Interaction Value = 0.487 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete: w/ # 5 @ 6;00in, d = 4.00in . f'c= 3000.0psi, Fy= 60000.0psi .. Wall Wt.= 100.00psf, Bar Embed= 12.8in Mu = 6275.5 < = Mn = 9459.0ft-# Vu= 35.79 <= Vn = 93.11psi · Interaction Value = 0.663 ___ Bottom .~t~IJl . ..fI.Q.IJI_Q,QOft to_ 1.00ft 8.00in Concrete w/ # 5 @ 6,00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi . Wall Wt.= 100.00psf, Bar Embed= 8.2in Mu = 8300.9 < = Mn = 9459.0ft-# Vu= 43.47 .<= Vn = 93.11psi LEGOLAND IMAGINATION. 96240 LEGO EXPERIENCE SHOW TMB Date: 0·1 /31 /98 b'Ml Page: '· . -.. Interaction Value = -0.878 ---=-----------------·--·· ·-------·----------------------·-·---- I I ---'---------------------------·---· ·-·---··----- I . I .,:-"!,_ 10 I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I MARTIN & MARTIN, INC .. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN -.. ' . ----.. ---~~· ... LOAD CASE FIV-WEST WALLS WALL & FOOTING DATA VERTICAL LOADS Retained Height = . 6.33 ft Axial DL ·on Stem Wall Ht. above Soil 0.50 ft Axial DL on Stem Toe Width = 2.33 ft Heel Width = 3.00 ft Total Footing-Width = 5.33 ft ... :Eccentrlcity Surcharge· over Toe Surcharge over Heel = = LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Date: 01/31/98 Page: LATERALLOADS----- 740 plf 0. plf O.OOin 0.0 psf 100.0 psf Lateral Load Acting on Stem Above Soil Add'I Lateral Load Dist to Load Start Dist to Load End - 20.00 psf 920.00 plf 6.33 ft 6.83 ft Footing Thickness = 24.00 in Key Depth--···-------= ·-· · 0.00 in -·----· Key Width = 0.00 in SOIL DATA Toe to Key Dist. = 0.00 ft Allowable Bearing = ·· · · SLIDING CHECK----. Active Lateral = Ftg/Soil Friction-· -0.35 Soil to Neglect = -4.00' in = Lateral Pressure = 1949 # = ADJACENT FOOTING~--- 3325 psf Vertical Load 35.0 pcf 0.0 pcf 0.0 pcf 0.0 :1 Load Eccentricity Footing Width Ftg. CL to Wall = = = 0.0 # 0.00 in 0.00 ft 0.00 ft ·----·----· -.... --.• Passive Pressure -----1385 # ..... Max Press. ..... Slope Press. Backfill Slope Passive Press:--- Soil Density = ·-· 350.0 pct Vert. Position of Ftg. --:-.. Above/Below:[ +H -- Spread Footing = 6.o ti I -Friction = 1701 # Add'I Force Required = 0.0 # · --· SUMMARY ----.. · · Soil Ht over Toe = = 110.0 pcf 10.00 in ? ·FOOTING DESIGN--------- Pressure @ Toe = 2354.5 psf Soil Press. Mult. Heel Toe = Yes 3000 psi 1·---3296 ---Pressure@ Heel-------=·-0.0 psf· By ACI Eq 9-r O psf f'c. - Fy = 60000 psi = 7264 . -. Allowable Press,----·-----=· 3325 psf-Mu-Upward · · 0 ft-# Min. As Percent Omit SP Under Heel = 0.0000 I I I --1488 Ecc. of resultant = 15.47 in Mu-Downward 4178 ft-# ? = 5776 -. -Max. Shear @ Toe------= -6.32 psi Mu-Design -4178 ft-# Toe Heel -~-. Max. Shear @ Heel = -3.22 psi One-Way Shear: # 4 @ ~8.73 41.70 in o/c . ·) Allow. Ftg Shear = 93.11 psi Actual --6.3 3,2 psi_ #. 5 @ ___ 44.54 . _ 48.00 in o/c .-Factors of Safety: . --Allowable = 93.1 93 .. 1 psi # 6@ 48.00 48.00 in o/c Overturning_ = 1.80 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 48.00 in o/c Sliding = 1.58 :.1 'd' = 20.50 21.50 in # 8 @ 48_.QO 48.0Q in o/c . Ru=Mu/bd"2 = 15.3 10.0psi ___ # 9@ 48.00 48.00 ino/c --------------SUMMARY OF FORCES & MOMENTS------'---------- Overturning Moments Resisting Moments----- Origin of Force ... # ft ft-# # ft ft·#,. Active SoiLPress. = 1479.4 3.03 4475,6 0 0 0 Soil over Heel = 0 0 0 1624.7 4. 16 6764.2 I Soil over Toe ___ = -140.5 0.94 -132.7 213.6 1.17 248.8 -----·-s1oped·sou-@-Heel = o o o o.o o.oo o.o Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Axial Load on Wall = 0 0 O 740.6 2.66 1.970.9 Yes I · · Surcharge over Toe = 0.0 0.00 0.0 O;Q 0.00 0.0 ____ ··-----~~~d @_f>.roj,_Wall _____ ~_.:__ io.o ___ ---8.58---· ---85.8--·-·--·--· 0-------------· o--·-------------o--·-------- Averaged Stem Wts.. = 0 6 0 683.0 2.66 1819.1 I Added Lateral Load = 460.0 8.58 3946.8 O O O Footing Weight' -·: · = 0 __ . Q _ 0 .. 1599.0 -2.67 4261.3 Key Weight · -0 0 9 0.0 0.00 0.0 Vertical Component of Active Pressure=:= _____ 0 ______ ..... .. __ 0 1-Totals -······ 0 .. 0.0 0.00-· 0.0 --· · = 1808.9 # 8375.6 ft-# 1--. .. ... -Resisting 'rotaisUsel For Soif Pi;;;~re-- (Vert. Component of Active Pressure Removed) 4~60.3 # 4860.3 # 15064.2 ft-# 1 5064.2 ft-# (continued on next page .... ) 10 I V4.4D (c) 1983-96 ENERCALC GEOR~E R. SAUNDERS ASSOCIATES, KW060361 I ·~ I . I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 · (619) 497-2118 (61°9) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE FIV-WEST WALLS ( ••••• continued) STEM SUMMARY---- Top Stem:· From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in · f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf,·B~r Embed= 12.0in Mu =· 426.4. c::·;,; Mn·-;; 9459.0ft-# . . ... Vu = 15. 18 < = Vn = 93.11 psi Interaction Value = 0.045 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5@ 6.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi I I I -------·· Wall Wt.=·100.00psf, Bar Embed= 12.0in ---- Mu = 2142.7 <=Mn = 9459.0ft-# I :~-) "-........;-/ Vu = 19.70 < = Vn = 93.11psi Interaction Value = 0.227 Third Stem From 2.00ft to 4.00ft 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000,0psi Wall Wt.= 100.00psf, Bar Embed= 12;0in Mu = 4610.8 <=Mn = 9459.0ft-# Vu= 29.18 <= Vn = 93 •. 11psi Interaction Value = 0.487 Fourth Stem From 1.00ft to· 2.00ft 8.00in Concrete w/ # 5 @ 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000,0psi Wall Wt.= 100.00psf, Bar Embed= 12.Sin Mu = 6275.5 < = Mn = 9459.0ft-# Vu = 35.79 < = Vn = 93.11psi Interaction Value = 0.663 Bottom Stem From 0.00ft. to 1 .OOft 8.00in Concrete w/ # 5 @ -6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 8.2in Mu = 8300.9 < = Mn = 9459.0ft-# Vu = 43.47 < = Vn = 93 •. 11psi ___ Jnteraptioo_Value.E. Q.878 ___ _ ·--· LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW -TMB Date: 01/31/98 . ' - . , . -·---· ·--·----. -' . ..,... -· -·----·-----· ---·-------------------· --·-----------------------·· ··-·- _ Page: '· ----· --------------------------------------' - I I I I I I . ------·-------------------· ------------------· -· ----- I V4.40 (cl 1983-96 ENERCALC GEORGE R. SAIJNDERS ASSOCIATES, KW060361 I I<') } I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE FV-WEST WALLS LEGOLAND IM~GINATIC>N 96240 LEGO EXPERIENCE SHOW TMB Date: 01/31/98 WALL & FOOTING DATA . VERTICAL LOADS LATERAL LOADS---'---- Retained Height = 6.33 ft Axial DLon Stem = Wall Ht. ab(!ve Soil = 0.50 ft Axial DL on Stem Toe Width = 2.33 ft Heel Width = 3.00 ft Total Footing Width = 5.33 ft ••.• Ecce.ntric!tv Surcharge over Toe Surcharge over Heel = 0 plf 0 plf 0.00 iii O.O psf 100.0 psf Lateral Load Acting on Stem Above Soil = 20.00 psf Add'I l,.ateral Load 0.00 plf __ Dist to Load Start = 0.00 ft Di$t to Load· End -0.06 ft Footing Thickness = 24.00 in Key Depth = . 0.00 in . .. ···-··-----·--· -----------·--·---------· Key Widtli = 0.00 in SOIL DATA ADJACENT FOOTING----·~--- Toe to Key Dist. = 0.00 ft Allowable .Bearing = 3325 psf Vertical_ !-011d · SLIDING CHECK-----"----Active Laterat' = · 35.0 pc( L,oad Eccentricity Ftg/Soil Friction = 0.35 ..... Max Press. = 0.0 pcf . -Footing Width Soil to Neglect = 4.00 in, ..... Slope Press. = O_.O pcf Ftg. CL to Wall Lateral Pressure = 1489 # Bac:kfill Slope = 0.0 :1· Vert. ·Position of Ftg. 0.0 # 0.00 in 0.00 ft 0.00 ft . I I I I I ---• Passive· Pressure---·--=· 1385 # Passive Pres$.--· --=----350·.o·pct--· .• -:Above/Below:[+/-] -------=-·· I ,., .) I I I I -·----- I I I IJ I l -Friction = 1442 # SoihDensity = no.o pcf Spread Foqting ? Add'I Force Required = 0.0 # Soil Ht over Toe = 10:00 in SUMMARY Pressure @ Toe . FOOTING DESIGN-·-· ----------'----- = 1262'.2 psf Soil Press. Mutt. Toe Heel f'c -= 3000 psi Pressure @ Heel · · Allowable Press. ------- · = · 283.9 psf· By ACI Eq 9-1 -3325 psf Mu-Upward - =· 1767 ---·· 397"psr · Fy _______ --· ---.. 60600 psi = --4255 -.. 0 ff-#·--Min.-As Perce·nt. -... = 0.0000 ·Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding = 6.74 in Mu-Downward = 1488 4178 ft-# Omit SP Under Heel ? -· 2.88 psi· Mu-Design = 2766 -41.78ft·#·--·--------··Toe Heel· = -2.24" psi One--Way She~r: # 4@ · 48.00 41.70 in o/c = 93.~ 1 psi: Actual = 2.9 i.2 psi Allowable 93.1 93.1 psi # 5 @ 48.00 . 48.00 in o/c # 6 @-·· 48.00 ~8.00 in o/c = 2.96 :1 Cover over Rebar = 3.50 2.50 in · # 7 @· ·· 48.00 48.00 in o/c = 1.90 :1 'd' 20.!50 21.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd~2 = 7.3 16.0 psi-# 9 @·-48.00 48.00 in o/c -------------'---SUMMARY OF FORCES & MOMENTS-------------- Overturning Moments Resisting Moments----- Origin of Force .•• # ft ft-# # ft ft-/l... Active Soil Press. = 1479.4 3.03 4475.6 O O O Soil over Heel = 0 0 Q -1-624:7 4.16 6764.2 Soil over Toe = -140.5 ·0.94 -132.7 ________ 213.6, ____ 1,.17___ 248.8 ... Sloped Soil@ Heel = O O O 0.0 0.00 o.o Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 •..... 0.00 . 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 _ 0 . . 0.0 .. 0.00 0.0 Yes Load@ Proj. Wal,__ __ =-10.0------8.58--------85.8------------o---··-· -----o-----------o-------··--·-. Averaged Stem Wts. ~ 0 0 0 683.0 2.66 1819.1 Added Lateral Load = 0.0 O.OQ· 0.0 O -·· O o Footing Weight. . . . = . . 0 0 ·-. ---. Q -1.599.0 ------· • .,. 2.67 ·· 4261.3 Key Weight = 0 0 O 0.0 0.00 0.0 Vertical Component __ .. _____ of Active.Pressure= 0 -·--·· ----0 ·-· ------0-· ----0.0-----0.00-------· --0.0 ·---· Totals = 1348.9 # 4428.8-ft-# 11-20.3 # 13093.4 ft-# Resisting Totals Used For Soil Pressure 4120.3 # 13093.4 ft-# (Vert. Component of Active Pressure Removed) - (continued on next page •••. ) V4.4D'(c) 1983-96 ENERCALC GEORGE R. SAUNDER$ ASSOCIATES,. KW060361 I I I I I I I - MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL D.ESIGN LOAD CASE FV-WEST WALLS ( ••••• continued) s:reM SUMMARY---- Top Stem: From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @) 6.00in, d = 4.00in - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in -----Mu= 12.9 <=Mn= 9459.0ft·#·--------· Vu= 0.32 <:;:: Vn = 93.1tpsi Interaction Value = 0.001 -Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 5 @) 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi --Wall Wt;= 100.00psf, Bar Embed=· i-2.0in· ·· Mu = 303.2 < = Mn = 9459.0ft-# Vu= 4.85 <= Vn = 93.11psi Interaction Value = 0.032 · · -· · Third Stem From· 2.00ft to 4.00ft · - 8.00in Concrete w/ # 5 @) 6.00in, d ;= 4.00in f'c= 3000.0psi, Fy= 60000.0psi 1.::~) Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 1345.3 < = Mn= 9459.0ft-# Vu= 14.33 <= Vn = 93.11psi Interaction Value = 0.142. · --~> I I Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 5 @) S.OOin, d = ·4.00iri f'c= 3000.0psi, Fy= 60000.0p$i Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 2297.0 <=Mn = 9459.0ft-# Vu= 20.93 <= Vn = 93.11psi --· - Interaction Value = 0.243 I Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 5 @) 6.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi · Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 3609.4 < = Mn = 9459.0ft-# Vu = 28.62 < = Vn .;. 93.11psi LEGOLAND ,IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Dat_e; 01/31/98 --··· , ___ , -----~ . -- ·------· --------·-· --·- '· I I. ---·--·-Interaction Value.= 0.38.&.----'-----------··------------·--------------------· ---· -·-· .. ---···-·-- I :I- <;~) V4.4D (cl 1983-96 ENERCALC ·GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 1,7} I I I_ I I I I MARTIN & MARTIN, .INC. Structural & Civil ~ngineers . 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (~1_9) ~97:9429 __ ;=~ ~-C~f !~. i---N ··· --.. ·. JOB _____ .::_{,)!!!fl?=.;.._;0_~~~------ SHEET NO. G-,-~'2-VOF ________ _ tb_ CALCULATED BY _____ ,. ---------""----DATE ,_.· _;,;._ • ..;;..~!-, .-..... '11...:8:;;.__ CHECKE!) BY _ DATE-.... -----. --- SCALE. ~c) ~-S/:fNJ: -:r-:u;;;_ . -. .. . ' !· 4~ ~~ . : ,_, .. , . / . ::··. ~(7';_;)··:·:f····R:'~ ~(J ;~CPI: ~w,~F: ~~ . . , . • 3 -~ ~ ~ ~ G h e -~ M ~ ~ ~ ~ ~ -~ ~ ~ ~ ~ ~ C -~ ~ -~ ~ ~ ~ -N n ~ ~ ~ ~ ~ -N C ~ ~ = ~ ~ -~ ~ ~ ~ ~ ~ ~ ~ ~ M r ~ ":.. 0 .-.' __,, • • 0 ' •,: • -• '•!.-:' •' • •• .'-•,/ :..•,: • ·• : • • ~ • • -•• , ! 0 > • I I ri . . ·: .. ·,• I I I 1· I I I I --, ... ) I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 4-00 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE I-TALL NORTH WALi,. WALL & FOOTING DATA VERTICAL LOADS Retained Height = 4.33 ft Axial OL· on Stem = Wall Ht. above Soil · 0.50 ft Axial DL on Stem = Toe Width = 1.67 ft .... Eccentricity - Heel Width = · 2.33 ft Surcharge ov_er Toe = Total Footing Width = 4.00 ft Surcharge over Heei ---. = -·- Footing Thickness = 24.00 in _ --~ LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 .... ---- ------~-.. -.. LATERAL LOADS----- 580 plf 0 pit 0.00 in 0.0 psf 100.0 psf Lateral Loa·d Acting on Stem Above Soil _ Add'I Lateral Load · Dist to Load Start Dist to Load End = 0.00 psf 0.00 plf 0.00 ft 0.00 ft Key Depth -------------=-· -0.00 rn -·-·----·-·· ··---------------· ______ ,. ______ ------·-·-· · ·----· · --- Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = o.oo· ft · AllowaQle Bearing -2500 psf Vertical Load = SLIDING CHECK---~ Active Lateral -· • -·= ··--• 35.6 pct· ·-Load Eccentricity· - Ftg/Soil Friction = 0.35 ••••• Max Press. -----· -· ·· -·-· · ·· 0.0 pct • Footing Wic!th = Soil to Neglect = 4.00 in ••••• Slope Press. = 0.0 pct Ftg. CL to Wali = Lateral Pressure = 903 # Backfill Slope -0.0 :1 Vert. Position of Ftg. -Passive Pressure -= ---1385 #--·-Passive Press.-·----------35Q.O pcf----••• Above/Below:[+./-1'-= -Friction = 1123 # Soil Density = 110.0 pct Spread Footing ? Add'( Force Required 0.0 # Soil Ht over Toe -1 O.QO in 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft Yes SUMMARY -·· FOOTING DESIGN------------ Pressure@ Toe Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding = 1264.6 psf = 339.5 psf = -2500 psf 4.61 in = 0.00 psi = 0.00 psi = 93.11 psi = 3.61 :1 2.78 :1 Soil Press. Mult. Toe Heel f'c = By ACI Eq 9-1 -· · = · 1771 · --475 psf·-· Fy Mu-Upward·-------= 2218--------0 ft-#--· Min. As Percent Mu-Downward = 765 i 697 ft-# Omit SP Under Heel ? Mu-Design ---= -1453----·-1697 ft-# Toe Heel One-Way Shear: # 4 @ 48.00 48.00 in o/c Actual = 0.0 0.0 psi # 5 @ 48.00 48.00 in o/c Allowabie -= -93.1----93. 1 psi # 6 @ 48.00 48.00 in o/c Cover over Rebar ·-. . 3.50 2.50 in # 7 ·@ 48.00 48.00 in o/c 'd' 20.50 21.50 in # 8 @ 48.00 4!:3.00 in o/c Ru= Mu/bd·2.. = .... 3.8 4.1· psi # 9@ 48.00 48.00 in o/c ----------~---"--'-. SUM!'l,1ARY OF FORCE$ & MOMENTS-------------- Origin of Force .•• Active Soil Press. = Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel - Surcharge over Toe = Axial Load on Wall = Overturning Moments # ft ft-# # 902.6 2.35 2117.0 0 0 0 0 792.2 -140.5 0.94 -132.7 153.1 Resisting Moments----- ft ft-# '-. 0 2510.1 -----------········-···-. o ·------··o· o o.o 0 3.17 0.84 0.00 0.00 0.00 0.00 2.00 127.8 0.0 0.0 0.0 o.o 0.0 0.00 .o.o 0.0 0 0 0 0.0 0.0 0.00 0.0 0.0 0 0 -0 580.0 1161.9 3000 psi 60000 psi 0.0000 Yes I _ -------~oad_@_p_r:oj._\fv~II = ___ o.o _______ o.oo __________ o.o_.:. __________ o _________ o ______ 0--------------.. ---...... _ Averaged Stem Wts. 0 0 0 483.0 2.00 967.6 I Added Lateral Load = Footing Weight = Key Weight = 9.0 b.00 0.0 0 0 0 _ o_ _ o __ __ _ _ __ o 1200.0 __ .2.00 2400.0. 0 0 0 0.0 0.00 0.0 Vertical Component I of Active Pressure= -------·.,---· Totals 0 0 0 _ 0.0 ------_ Q.00 ___ --· .. _ . _0.0. __ 762.1 # 1984.3 ft-# . 3208.3 # 7167.5 ft-# Resisting Totals Used Fc;>r Soil Pressure ·· -3208.3 # 7167.5 ft-# (Vert. Component of Active Pressure Removed) (cont_inued on next page •• ,.) I V4.4D {cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I- I I 1------· - I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE I-TALL NORTH WALL ( ••••• continued) STEM SUMMARY---- Top Stem:· From 6.00 ft to Top of-Wall 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu= 0.0 <= Mr\.=3423.0ft·#· Vu= 0.00 <= Vn = 93.11psi Interaction Value = 0.000 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi LEGOLAND IMAGINATION ~6240 LEGO EXPERIENCE SHOW TMB Date: 01/31/98 -... . ·--------· Wall Wt.= 100.00psf, Bar Embed= 12.0in · ------·--· -------------·--·· --------------------· --- 1 Mu = 3.0 < = Mn = 3423.0ft-# Vu= 0.00 <= Vn = 93.11psi Interaction Value = 0.001 ---· --- I ] l 1- --Third Stem From-2.00ftto 4.00ft ---------------·· ---··-----------------~- 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in ----·----· --~--· ----.. --~-------· ·--·------- f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 259.3 <=Mn = 3423.0ft-# Vu = 4.52 < = Vn = 93.11psi Interaction Value = 0.076 -Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi_ Wall Wt.= 100.00psf, Bar embed= 12.0in Mu = 639.6 < = Mn = 3423.0ft-# Vu = 8.64 < = Vn = 93.11psi. Interaction Value = 0.187 Bottom Stem From 0.00ft to 1 .OOft 8.00in Concrete w/ # 4@ 12.00in, d= 4:ooin-------- f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in I Mu = 1261.7 < = Mn = 3423.0ft-# Vu= 13.85 <= Vn = 93.11psi '· ____________ _Interaction Value.~_0.369 ___ . ______________ _ -----------· ------·-·---------------·---------. ---- 1 .. 1-........ -------------------------------------........ --- -------~----------·-------~---... --. -· -·--- I J ·._)· _I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES~ KW060361 I •0 I I I ,-----·· -1 I I I ~ ... J I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE II-TALL NORTH WALL WALL&' FOOTING DATA VERTICAL LOADS Retained Height = 4.33 ft Axial DL·on Stem Wall Ht. above· Soil = 0.50 ft Axial DL on Stem Toe Width · = 1.67 ft Heel Width = 2.33 ft Total Footing Width = 4.00 ft Footing Thickness = 24.00 in .... Eccentricity Surcharge over Toe · Surcharge over Heel = LEGOLAND IMAGINATION 96240 __ LEGO EXPERIENCE SHOW TMB Oat~: 01/31/98 /3),t,,<; Page: LATERAL LOADS--"--- 580 plf 0 plf O.OQ in 0.0 psf joo.o psf Lateral Load Acting on Stem Above Soil Add'I Lateral Load . Dist to Load Start Dist to Load End = = 20.00 psf 320.00 plf 4.33 ft 4.83 ft Key Depth··---·----------=-O.OOin· ··· ---------------------------------------------.. Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 3325 psf Vertical Load = SLIDING CHECK-----Active Lateral ·= 35.0 pcf Load Eccentricity = Ftg/Soil Friction = 0.35 ..... Max·Press. = 0.0 Pcf .Footing Width = Soil to Neglect , = 4.00 in ..... Slope Press. ' •' 0.6 pcf Ftg. CL to Wall = Lateral Pressure = 1073 # Bac"1ill Slope == 0;0 :1 Vert. Position of Ftg. 0.0 # 0.00 in 0.00 ft 0.00 ft -Passive Pressure -. -1385 #-Passive Press.----------·· =--350.0 pcf-----... Above/Below:[ +/-] = -----0.0 ft -Friction = 1123 # Soil Density = 110.0 pcf Spread Footing ? Yes Add'I Force Required = 0.0 # Soil 'Ht over Toe = 10.00 in SUMMARY · FOOTING DESIGN---------"------- Pressure @ Toe = 1688.3 psf Soil Press. Mult. Toe Heel f'c = 3000 psi Pressure @ Heel-·--~ = 0.0 psf By ACI Eq 9-1 -· -2364 . -0 psf· Fy· 60000 psi Allowable Press.-= 3325 psf Mu-Upward = 2813 0 ft-# · Min. As Percent = 0.0000 Ecc. of resultant = 8.80 in Mu-Downward = 765 1697 ft-# Omit SP Under Heel ? Yes Max. Shear @ Toe = 0.00 psi Mu-Design = 2049 · <1697 ft-# Toe Heel Max. Shear @ Heel = 0.00 psi One-Way Shear: #4@ 48.00 48.00 in o/c Allow. Ftg Shear = 93.i 1 psi Actual = o:o 0.0 psi # .5@ 48.00 48.00 in o/c Factors of Safety: Allowable· --= 93.1 93.,-psi # 6@· 48.00 48.00 in o/c Overturning 2.31 :1 Cover over Rebar = 3.50 2.50 in #7@ 48.00 48.00 in o/c Sliding = 2.34 :1 'd' = 20.50 21.50 in #8@ 48.00 48.00 in o/c Ru = Mil/bd •. 2 -· = 5.4 ... 4.1 psi · fl 9@ 48.00 -48,00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting-Moments----- Origin of Force ... # ft ft-# # ft Active Soil Press. = 902.6 2.35 2117.0 0 0 Soil over Heel = O O O 792.2 3. 17 Soil over Toe = -140.5 0.94 -132.7 153.1 0.84 Sloped Soil@ Heel = O O Q. 0 .. 0. 0.00 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 Surcharge Over Heel O O O 0.0 0.00 Surcharge over Toe = 0.0· 0.00 0.0 Q.O O.OQ Axial Load on Wall = 0 0 0 580.0 2.00 ft-# '· 0 2510.1 127.8_ --···---------- 0.0 o.o 0.0 0.0 1161.9 I I ___ Load_@Proj. Wall _____ =_ 10.0 ____ 6.58 _____ 65.8 ________ o ___________ o ________ _ 0-------·-----. ----· I I I Averaged Stem Wts. = 0 0 0 483.0 2.00 Added Lateral Load = 1 60:0 6.58 1052.8 o o Footing Weight = 0 _ Q _ 0 1200.0 _______ 2.00 Key Weight · -·---= 0 0 O 0.0 0.00 Vertical Component 967.6 0 2400.0 0.0 of Active Pressure= 0 0 .. _________ o ----.... 0,0. 0;00 --. ___ -----0.0 ___ _ Totals == 932.1 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pr~ssure Removed) V4.4D (c} 1983-96 ENERCALC 3102.9 ft-# ·3208.3 # 3208.3 # 7167.5 ft-# 7167.5 ft-# (continued on next page •••• ) GEORGE R; SAUNDERS ASSOCIATES, KW060361 I ·~ ._,;, l-·- 1 MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE II-TALL NORTH WALL ( ••••• continued) STEM SUMMARY---- 1 Top Stem:· From 6.00 ftto Top of Wall 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in --------Mu = · 23.3 <= Mn= 3423.0ft-#-. I Vu= -0.76 <= Vn = 93.11psi Interaction Value = 0.007 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi lEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01/31/98 I I I -----WallWt.=-100.00psf, Bar Embed= 12.0in-· -----------·· --------·---·····-· Mu = 156.7 <=Mn = 3423.0ft-# Vu= 5.49 <= Vn = 93.11psi Interaction Value = 0.046 -. -Third Stem From 2.00ft to 4.00ft 8.00in Concrete w/ # 4@ 12.00in, d-= 4.00in f'c= 3000.0psi, Fy= 60000.0psi I ---:-,. .·._·.) ., - Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 943.0 < = Mn = 3423.0ft-# Vu= 10.01 <= Vn = 93.11psi Interaction Value == 0.275 I I I I Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 4 @ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 1588.3 < = Mn = 3423.0ft-# . Vu= 14.13.<= Vn = 93.11psi lnteracti_on Value = 0.464 Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 12.00in, d.= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 2475.4 < = Mn = 3423.0ft-# Vu = 19.34 < = Vn = 93.1-1psi ---'1n..1~ractcn1_Va!1Je_=._0...,J.2~----·--_____ -·-------,--------__ _ ·,_ I--- 1----------·-·-----. -····. --.... -·---··--------... ---· .. ---·--·------ 1 ... I ~ V4.4D (c) 1983-96 ENERCALC GEORGE-R. SAUNDERS ASSOCIATES·, KW060361. I I •o I I I I I I I I I I I I .-.__ J ---·· MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 · (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE Ill-TALL NORTH WALL - WALL & FOOTING DATA VERTICAL LOADS Retained Height = 4.33 ft Axial DL·on Stem Wall Ht. above Soil = 0.50 ft -Axial DL on Stem Toe Width · = 1.67 ft Heel Width = · 2.33 ft Total Footing Width = 4.00 ff Footing Thickness = 24.00 in .... Eccentri9ity S1Jrcharge over Toe· S~rchiirge over Heel _LEG OLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 -f;''L,1..,7 Page: LATERALLOADS----- 0 i:,I~ O.plf 0.00 in · O.Q psf 100.0 psf ~!itetal Load Acting on Stem Above Soil Add'I Lateral Load Distto Load Start Dist to Load End = = 20.00 psf 0.00 plf 0.00 ft 0.00 ft -Key Depth·--···· · ··---·--=-··· 0.00 in-·----·----------------------------------- Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = 3325 psf Vertical Load = 0.0 # SLIDING CHECK--~-Active Lateral ---35.0 pcf Load Eqcentricity = 0.00 in Ftg/Soil Friction -0.35·· --.;; •• Max Press. · = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect 4.00 in ..... Slope Press. = 0.0 pcf Ftg. CL to Wall Lateral Pressure = 913 # Bac'kfiil Slope -0.0 :1 Vert. Position of Ftg. = 0.00 ft -Passive Pressure ---=-1"385 #--Passive Press.--------=---350.0pcf.---... Above/Below:[+/-)· --0.0 ft-- -Friction = 920 # Soil Density = 110.0 pcf Spread Footing ? Yes Add'I Force Required = 0.0 # Soil Ht over Toe = 10.00 in SUMMARY · ---· ------··-·-FOOTING DESIGN-'------------ Pressure @ Toe Pressure @ Heel . Allowable Press •. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding = 1145.0 psf ·soil Press. Mult. Toe -----=--169.1 psf--By ACI Eq 9-1---=-1603 . -= --3325 psf. Mu-Upward----=--1970 = 5.94 in Mu-Downward -765 =---0.00 psi Mu-Desi'gn ----=-1206 = 0.00 psi One-Way Shear: Heel ·· 237 psf--- . · 0 ft-# 1697 ft-# -1697 ft-# = 93.11 p~i Actual = 0.0 0 .. 0 psi _ _ .. __ _Allciwable --= 93.1 . 93. 1 psr = 2.93 :1 Cover over Rebar . = 3.50 2.50 in = 2.53 :1 'd' = 20.50 21.50 in f'c Fy Min. As Percent Omit SP Under Heel #4@ #5@ #6@ #7@ #8@ Ru_=:; Mu/bd"2 3.2 4.1 psi - # 9@· Toe 48.00 48.00 48.00 48.00 48.00 48.00 = = = ? Heel 48.00 in o/c 48,00 in o/c 48.00 in o/c 48.00 in o/c 48,00 in o/c 48.00 in o/c -------------SUMMARY OF FORCES & MOMENTS-'-------------------oV8rtUr'rlin9 Mofllents ·· Resisting Moments----'--- Origin of Force ••• # ft ft-# # ft ft-# "· Active Soi.I Press. = 902.Q ·2.35 2117 .0 _ O O o Soil over Heel = O· 0 0 792.~ 3.17 2510.1 Soil over Toe --140.5 ___ 0.94 -132.7 153.1 0.84 127.8 Sloped Soil @Heel ---=·----o o·------~---0 0.0 O.QO 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = · 0 0 · 0 0.0 0.00 0.0 Surcharge over Toe 0.0 · 0.00 0.0 0.0 0.00 0.0 3000 psi 60000 psi 0.0000 Yes Axial Load on Wall = 0 0 0 0.0 0.00 . 0.0 Load@Proj.Wall ·,;: 10.0· · 6.58 · 65.8 O __ o ___________ o _______________ _ · Averaged Stem Wts. = 0 0 0 483.0 2.00· 967.6 I I I -~ I I Added Lateral Load· 0.0 0;00 0.0 0 0 0 Footing Weight --o· · · · O · · · o __ 1200.9 _ _ __ ___ _ 2.00 2400.0 Key Weight ··-· = 0 -6 --6 0.0 0.00 0.0 Vertical Component of Active Pressure= 0 Totals = 772.1 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4D {cl 1983-96 ENERCALC 0 ___ 0 ___________ 9.0 __________ ()_.00_ 2050.1 ft-i 2628.3 # 2628.3 # 0.0 6005.5 ft-# 6005.5 ft-# (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I •1 I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN· LOAD CASE Ill-TALL NORTH WALL ~ ---· -----_ .. ------~ ---·--·----·---_ ... _ .... ( ••••• continued) STEM SUMMARY---- Top Stem: From 6.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi ... - Wall Wt.= 100.00psf, Bar Embed= 12.0in LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 I Mu=· 23.3 <·= Mn--= 3423.0ft-#----------------------~-------------------· ---- I I I I I I ) Vu = -0.76 < = Vn = 93.11psi Interaction Value = 0.007· Second Stem From 4.00ft to 6.00ft·---··-----·-· 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi --Wall Wt.= 100.00psf, Bar Embed= 12.0in -· ---·----------------------------- Mu = 12.9 < = Mn = 3423.0ft-# Vu= 0.32 <= Vn = 93.11psi Interaction Value = 0.004 ------------------·--· --·- Third Stem From 2.00ft to-4.00ft ----:~------·-· --------- 8.00in Concrete w/ # 4 @. 12.00in, d = 4.00in------------· f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in--------------- Mu = 303.2 < = Mn = 3423.0ft-# Vu= 4.85 <= Vn = 93.11psi Interaction Value = 0.089 . ... _ . ________ . Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 4@ 1'2.00in, d=.4.00in. f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed~ fa.Din .. ----.. Mu = 700.5 < = Mn = 3423.0ft-# Vu= 8.97 <= Vn = 93.11psi lnteractipn Value = 0.205 Bottom Stem From 0.00ft to 1.00ft I 8.00in Concrete-w/ # 4@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 1339.5 <=Mn = 3423.0ft-# -· · I Vu= 14.17 <= Vn = 93.11psi _______ Interaction Value=. 0.391_ · _. _______ _ I 1·-. ------·---... --------------.. --------·· . ·----·-· ----~------------- I _J I f5'U8 Page: '-. V4.4D (c) 1983-96 ENfRCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE I-SHORT NORTH WALL WALL & FOOTING DA:FA VERTICAi_. LOADS Retained Height = 3.16 ft Axial DL -011 Stem = Wall Ht. above Soil = 0.50 ft Axial -DL on Stem Toe Width · = 1.17 ft •.•. Eccentricity Heel Width = 1.83 ft · Surcharge over Toe Total Footing Width = 3.00 ft Surcharge over Heel Footing Thickness = 24.00 in Key Depth · -··· -·--· -·-=--0.00-jn--· Key Width = 0.00 in SOIL DATA Toe to Key Dist. = 0.00 ft Allowable Bearing SLIDING CHECK----Active Lateral Ftg/Soil Friction = 0.35 ...... Max Press. Soil to Neglect = :4.00 in ...•• Slope Press. Lateral Pressure = 630 # Backfill Slope -· .• Passive Pressure ----=--1385 #--Passive Press •.... • Friction = 825 # Soil Density Add'I Force Required = 0.0 # Soil Ht over Toe SUMMARY Pressure@ Toe Pressure @ Heel . . -- Allowable Press. = Ecc. of resultant = Max. Shear@ Toe = Max. Shear@ Heel = 1329.9 psf 241.9 psf. . 2500 psf 4.15 in 0.00 psi 0.00 psi Soil Press. Mult. By ACI Eq 9-1 Mu-Upward Mu-Downward Mu-Design . One-Way Shear: = = = = -·-- = Toe = 1862 = 1139 = 375 = 763 ____ -::;-__ LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 Page: LATERAL i.OADs·------- 580 pit 0 pit 0.00 in 0.0 psf 100.0 psf Lateral Lo~d Acting _on Stem Above Soil Adc!'I Lateral Load Dist _to load Start Dist to Load End = = = = 0.00 psf 0.00 plf 0.00 ft 6.00 ft ADJACENT FOOTING---- 2500 psf Vert_ical Load 35.0 pcf Load Eccentricity 0.0 pcf Footing Width ·· 0.0 pcf Ftg. CL to Wall 0.0 :1 Vert. Position of Ftg. 350.0 pcf---.••• Above/Below:[+ /-1--. 110.0 pcf Spread Footing 10.00 in = 0.0 # -0.00 in = ·-··· 0.00 ft = 0.00 ft ? 0.0 ft· Yes FOOTING DESIGN------------ Heel f'c = 3000 psi 339 psf -·· Fy = --· 60000 psi 0 ft-# Min. As Percent----··· -= -0.0000 · 708 ft-# Omit SP Under Heel ? Yes -708 ft-# Toe. --Heel·· ----- . # 4 @ 48.0Q 48,00 in o/c Allow. Ftg Shear = 93.11 psi Actual 0.0 psi = 0.0 # 5 @ 48.00 48.00 in o/c Factors of Safety: -.. Allowable = 93.1 93.1 psi · # 6 @.. 48.00 48.00. in o/c .. Overturning = 3.49 :1 Cover over R,bar = 3.50 2.50 in # 7@ 48.00 48.00 in o/c Sliding 3.51 :1 'd' -20.50 21.50 in # 8@ 48.00 48.00 in o/c Ru = Mu/bd·· 2 -2.0 1.7 psi # 9 @ 48.00 48.00. iii o/c. · . --------------SUMMARY OF FORCES & MOMENTS--~----------- Origin of Force ... Active Soi) Press. Soil over Heel Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge Over Heel = Overturning Moments # ft 630.1 1.94 0 0 -140.5 0.94 0 0 0.C) 0.00 0 0 Resisting Moments ft-# # ft ft-# ' 1225.0 0 0 0 0 404.4 2.42 971.9 -132.7 107.3 0.59 62.7 0 0.0 -------o:oo --o:o 0.0 Q.O 0.00 0.0 0 o.o: 6.00 0.0 = 1.--. Surcharge over Toe Axial Load on Wall Load @ Proj. Wall ____ = ·-··Averagecf Stem Wts. 0.0 0.00 0 0 0.0 0.00 ¥-·-·-----.--·-. 0.0 o.o· 0.00 0.0 0 580,0 1.50 871.9 _0.0 _____________ 0 ___ o -. ---··---_o· ------· ----------.. 366.0 0 0 0 1.50 550.2 Added Lateral Load I 0.0 0.00 0.0 0 0 0 0 0 0 900.0 1.5Q 1350.0 __ ·-- 0 0 0 0.0 0.00 0.0 Footing Weight = Key Weight = Vertical Component 1· of Active Pressure= 0 0 _ . __ ..... _o ________ !):O _____ o_.o_o ______ o_.~o __ _ Totals = 4J39.6 # 1092.3 ft-# 2357.6 # 3812.8 ft·# 1. • ... Resisting Totals Used For Soil Pressure {Vert. Component of Active Pressure Removed) 2357.6 #. -----·---.. -·--3812.8 ft-# -- (continued o~ next page .. .-.) . ' .. ·) 1-u V4.4D {c) 1983-96 ENERCALC GEORGE R • .SAUNDER$ ASSOCIATES, KW060361 I I ·~ 1-·· 1- I 1--· I I 1· I _,·;.., \ .· . ) ··- I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400- San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE I-SHORT NORTH WALL ( ..... continued) STEM SUMMARY-,--,--- Top Stem: ·From 6.00 ft to Top of Wall · 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in !-EGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB Date: 01 /3 i /98 Mu= 0.0 <=Mn= 3423.0ft-# ______ ---------·-· ·-------------·----· ····· ·--·--· Vu= 0.00 < = Vn = 93.11psi Interaction Value = 0.000 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.=.100.00psf, Bar Embed=-12.0in-----·· ---- Mu = o.o < = Mn = 3423.0ft-# Vu = 0.00 < = Vn = 93.11 psi Interaction Value = 0.000 Third Stem From 2.00ft to 4.00ft -· - 8.00in Concrete w/ # 4@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi • Wall Wt.= 100.00psf,.Bar Embed= 12.0in- Mu = 48.7 < = Mn = 3423.0ft-# Vu= 1.27 <= Vn = 93.11psi Interaction Value = 0.014 Fourth Stem From 1 .OOft to 2.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 215.0 < = Mn = 3423.0ft-# · Vu= 3.94 <= Vn = 93.11psi lnteracti!m Value = 0.063 Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.0in Mu = 553.4 < = Mn = 3423.0ft-# Vu= 7.70 <= Vn = 93.11psi e-i ,o Page: ...,__ I __________ J~teraction Value = 0.162 ---'----------------~---------·----·-------------- I. I· - I :· :··-·. ) IJ I ·-·· -----·----------------- V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDE_RS ASSOCIATES, KW060361 I 19 ...... ,,1 I I I 1·· I I I I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92 l08 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALl DESIG.N . --·-------. -· , .. -· -, -.. ------~ -·---------. -·· -·· ·---~·-4·~--,., . LOAD CASE II-SHORT NORTH WALL LEGOLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW _TMB - Date: Q1/31/98 ~i:; I Page: WALL & FOOTING DATA VERTICAL LOADS LA--TERALLOADS--,,--- Retained Height = 3.16 ft Wall Ht. above Soil = 6.56 ft Toe Width · -1,17 ft Heel Width = 1.83 ft · Total Footing Width ---= ·· 3.00 ft Footing Thickness = 24.00 in Axial DL on Stem Axial DL on Stem •••• Eccentricity Surcharge over Toe Surcf1arge over Heel = 580 plf = 0 plf 0.00 in = 0.0 psf = 100.0 psf ·-Key Depth-··-·-·-·-=-O.OO"in··-----·--·----------------·-. Lateral Load Acting on Stem Above Si;,il = 20.00 psf Add'I Lateral Load = 320.00 plf Dist to Load Start = 3.16 ft ·Dist to Load End 3.66 ft Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowable Bearing = SLIDING CHECK----Active Lateral = Ftg/Soil Friction· --------=·-· · 0.35 --••••• Max Press. ~ Soil to Neglect = 4.00 in ••••• Slope Press. Lateral Pressure = 800 # Backfill Slope .. -Passive Pressure --=..:._ __ 1385 #--Passive Press. ----- -Friction = 8-25 # Soil Density Add'I Force Required = 0.0 # Soil Ht over Toe 3325 psf Vertical Load 0.0 # 35.0 pcf 0.0 pcf 0.0 pcf -0.0 :1 350.0 pcf 110.0 pcf 10.00 in Load Eccentricity· Footing Width Ftg. CL to Wall Vert. Posit)on of Ftg. 0.00 in 0.00 ft 0.00 ft ··-, •• Above/Below:[+/-]----·-=-··-0.0 ft ~pr~ad Fo-oting ? Yes SUMMARY-····· FOOTING DESIGN------------ Pressure @l Toe = 2057.8 psf Soil Pre;;s. Mult. Toe Heel f'.c . = 3000 psi Pressure @l Heel-----= --· 0.0 psf -By ACI Eq 9-1 = ·2881 .. 0 psf Fy .. -60000 psi Allowable Press.--·----=-· 3325 psf-Mu-Upward = 1636 0 ft-# Min. As Percerit = 0.0000 Ecc. of resultant = -8.83 in Mu-Downward = 375 708 ft-# Omit SP Under Heel ? Yes Max. Shear @l Toe. -----· =---0.00 psi-Mu-Design . -1261 -708 ft-# Toe Heel Max. Shear @l Heel = 0.00 psi One-Way Shear: # 4@ 48.00 48.00 in o/c Allow. Ftg Shear = 93.11 psi Actual = 0;0 0.0 psi-#5@ 48.00 48.00 in o/c Factors of Safety: Allowable = 93.1" · 93.1 psi # 6@ 48;00. 48.00 in o/c Overturning = 1 .89 :1 Cover over Rebar = 3.50 2.50 in # 7 @l 48.00 48.00 in o/c Sliding = 2.76 :1 'd'. = 20.50 21.50 in # 8 @l 48.00 48.00 in o/c · Ru = Mu/bd·2 = 3.3 1.7 psi· # 9 @··--48.00 48.00 in otc· SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments----- Origin of Force ••• # ft ft-# # ft ft-# ---,,-,-,....,.---------,.,.,-----------~--.-----~-----'· Active Soil Presii: = 630.1 1.94 1225.0 0 0 0 Soil over Heel = 0 0 0 404.4 2.42 977 .9 Soil over Toe = -140.5 0.94 -132.7 107.3 0.59 62.7 I ···-s1oped sou-@ Reei----;;.--·-o-··-o o o.o o.oo o.o Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = · 0 0 0 0.0 0.00 O.Q Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 O O _ 580,0 1.50 871.9 L~11_~ @.J!ol~W.c;iJ.l = 10.C> _____ 5.4..1 _____ 54.1 ________ Q ______ ..., __ o ___________ o ______________ _ I Averaged Stem Wts. = 0 0 0 366.0 1.50 550.2 Added Lateral Load · = 160.0 5.41 865.6 0 O O Footing Weight_____ _______ _ .... 0 ___ -····-· _Q __ 0 .. 900.0 1.50 1350.0. Key Weight ·· = 0 0 O 0.0 0.00 0.0 I Vertical Component of Active Pressure= 0 0 0 I ... --------------··---------·---------- Totals == 659.6 # 2012.0 ft-# o.o 0.00_ 0.0 ___ --_ ... 2357.6 # 3812.8 ft-# I .. --Resisting Tofals.UsecfFoi-Soil-Pressure ... {Vert. Component of Actfve Pressure Removed) lo V4.4D (c) 1983-96 ENERCALC I 2;357.6 # 3812.8 ft-# (continuecl on ne?(t page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (61"9) 497-0429 fax I 1. -~ CANTILEVERED RETAINING WALL DESIGN I ___ ., I I I LOAD CASE II-SHORT NORTH WALL ( ••••• continued) · STEM SUMMARY--,--- Top Stem:· From 6.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi- Wall Wt.= 100.00psf, Bar Embed::;: 1'2.0in Mu =· 93. 1-·< = Mn-= 3423.0ft-# Vu = -1.51 < = Vn = 93.11psi Interaction Value = 0.027 Second Stem From-4.00ft to· 6.00ft----· · - 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c= 3000.0psi, Fy= 60000.0psi . -·-·· Wall Wt.= 100.00psf, Bar Embed=-12.0in-------------- Mu = 2.0 < = Mn = 3423.0ft-# Vu = -0.22 < = Vn = 93.11psi Interaction Value = 0.0.01---------- -Third Stem From 2.00ft to-4.00ft --·------- 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in --- f'c= 3000.0psi, Fy= -60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in. Mu = 422.3 < = Mn = 3423.0ft-# Vu= 6.76 <= Vn = 93.npsi Interaction Value = 0.123 .,.. _ __ · Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 4@ 12.00in, d== 4,00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= iOO.OOpsf, Bar Embec:1:. "12.0in Mu = 853.6 < = Mn = 3423.0ft-# Vu= 9.43 <=Vn = 93.11psi Interaction Value = 0.249 · Bottom Stem From 0.00ft to 1.00ft -s.ooin Concrete\v7#-4 @-12.ooin, d-~ 4.bo,n·· · f'c= 3000.0psi, Fy= 60000~0psi Wall Wt.= 100.00psf, Bar ·Embed= 6.0in Mu = 1457. 1 < = Mn·= 3423.0ft-# Vu= 13.19 <= Vn ·= 93.11psi I I I I I I I I I __ ln-'-'-teraction Value·= 0.426 ·-___;__;__ ____ _ LEGOLAND IMAGINATION .96240 LEGO EXPERIENCE SHOW TMB Date: 01 /31 /98 --('/)y Page: ----·----· -----------·-------·--~-----~ ----~-"~·- 1------ 1 ,0 ---------------------------------------- I V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 13 I I I I I I I I .~, .· _) I I. I. MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE Ill-SHORT NORTH WALL ,.. ~-~ - LEGQLAND IMAGINATION 96240 LEGO EXPERIENCE SHOW TMB- Date: 01 /31 /98 WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS----- Retained Height 3.16 ft .Axial DL on Stem Wall Ht. above Soil = 0.50 ft Axial DL on Stem Toe Width · -1.17 ft Heel Width - 1 .83 ft · Total Footing Width = 3.00 ft Footing Thickness = 24.00 in .... Eccentricity Surcharge over Toe Surcharge over Heel Key Depth · ·------------=-0.00 m·---·-----------· · ·· ··---·- = 0 plf -o·plt = 0.00 in '-0.0 psf = 100.0 pst Lateral Load Acting on Stem Above Soil = 20.00 pst Add'! Lateral Load -0.00 pit Dist to Load Start = 0.00 ft Dist to Load End = 0.00 ft Key Width = 0.00 in SOIL DATA ADJACENT FOOTING---- Toe to Key Dist. = 0.00 ft Allowal:>le Bearing SLIDING CHECK-----'-Active Lateral" Ftg/Soil Friction = 0.35 Soil to Neglect = 4.00 in Lateral Pressure = 640 # -Passive Pressure-----··· =--1385 #- -Friction = 622 # Add'I Force Required = 0.0 # ..... Max Press. ..... Slope Press. Backfill Slope Passive-Press, -· Soil Density Soil Ht over Toe - = = = = - = = 3325 psf Vertie~! Loacl = 0.0 # 35 •. 0 pcf · Load Ecc11ntricity · = 0.00 in 0.0 pcf Footing Width --· ---· ··-= 0.00 ft 0.0 pcf Ftg. Ct,. to Wall = 0.00 ft 0.0 :1 Vert. Posi,ion of Ftg. · -350.0 pqf·--;-•• Above/Below:[ + /-] -----=-· ·--·-0.0 ft 110.0 pct Spread Footing ? Yes 10.00 in SUMMARY FOOTING DESIGN------'-----'-------.:..=---'--- Pressure@ Toe Pressure @ Heel · · --· Allowable Press. -- Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding = 1173.9 psf Soil Press. Mult. 11.2 psf-By AC! Eq 9-.1 = -3325 psf Mu-Upward = 5.89 in Mu-Downward = 0.00 psi -Mu-Design = 0.00 psi One-Way Shear: = '- = - Toe 1643 980 375 605 Heel · 16psf · --· 0 ft-# .. 708 ft-# --708 ft-# 93.11 psi Actual · 0.0 0.0 psi Allowable = 93.1 93. 1 psi 2.57 :1 Cover over Rebar = 3.50 2.50 in = 3.14:1 'd' = 20.50 21.50in Ru= Mu/bd"2 = 1.6 1.7 psi f'c = 3000 psi Fy· · • ---· -· · · ··· ·=-·· 60000 psi Min. A!!! Percent···---------0.0000 Omit SP Under Heel ? Yes ---------To·e -· Heel # 4@ 48.00 48.00 in o/c # 5@ 48.00 48.00 in o/c # 6 @-48.00--48.00 in o/c # 7@ --48.00---48.00 in o/c-- # 8 @ 48.00 48.00 in o/c # 9 @: -48.00 --48.00 in o/c --------------SUMMARY OF FORCES & MOMENTS"'"---------------'--- Overturning Moments Resisting Moments----...,. Origin of Force ... # ft ft-# # ft ft-# -'· Active Soil Press. = 630.1 1.94 1225.0 0 0 0 Soil over Heel -0 0 0 404.4 2.42 977 .9 Soil over Toe = -140.5 ,0.94 -132.7 107.3 0.59 62.7 Sloped Soil @ Heel = 0 b O 0.0 ------·-o.oo 0.0 Adjacent Ftg. Load = 0,0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel -0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 0.0 0.00 0.0 ____ Ls,ad @_Proj._'W_alL ___ __,1Q.Q _____ s,41_ _______ 54_1_ _____________ o .. · ____ · ____ o -______ --------0----------= Averaged Stem Wts. = o O O 366,0 1.50 550.2 I. Added Lateral Load = Footing Weight Key Weight 0.0 0.00 ,0.0 0 0 0 _0 _0 0_ 900.0 ___ 1.50 __ :· 1350.0. 0 0 0 0.0 0.00 0.0 = Vertical Component of Active Pressure= 1- 0 .. 0.0 _______ ---------··- Totals = 499.6 # 0 ·-· ·-·-----· 0 -----____ Q,Q ____ Q._Q_p-<._ ___ _ 1777.6 # 1146.4 ft~# 2940.9 ft-# Resisting Totals Used For Soil ·Pressure p77.6# 2940.9 ft-# (Vert. Component of Active Pressure Removed) (continu~d on next page .... ) V4.4D (c) 1983-96 ENERCALC GEORGE R, SAUNDERS ASSOCIATES, KW060361 I I ·~ I I I I I I I I --: ) .·. .l I I MARTIN & MARTIN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax CANTILEVERED RETAINING WALL DESIGN LOAD CASE Ill-SHORT NORTH WALL ( ••••• continued) STEM SUMMARY--,------- Top Stem: From 6.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in - f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in . Mu·,;, . 93.1 .<,;;; Mn;;;-3423.0ft:# ______ -·---... Vu= -1.51 <= Vn = 93.11psi Interaction Value = 0.027 Second Stem From 4.00ft to 6.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in f'c = 3000.0psi, Fy = 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in--------- Mu = 2.0 < = Mn = 3423.0ft-# Vu = -0.22 < = Vn = 93.11psi Interaction Value = 0.001 Third Stem From 2.00ft to· 4.00ft · · -· ·• 8.00in Concrete w/ # 4@ 12.00in, d= 4.00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 72.6 < = Mn = 3423.0ft-# Vu= 1.60 <= Vn = 93.11psi Interaction Value = 0.021 - Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4.00in • f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 256.0 < = Mn = 3423.0ft-# Vu = 4.27 < = Vn = 93.11 psi -· Interaction Value = 0.075 I Bottom Stem From 0.00ft to ·1.00ft 8.00in Concrete w/ # 4 @ 12.00in, d = 4:00in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 100.00psf,.Bar Embed= 6.0in I Mu = 611.4 < = Mn = 3423.?ft·# Vu = 8.02 < = Vn = 93.11 psi __ ......... -··-Interaction Value .. =. 0.179 __ _ I I I V4.4D (c) 1983-96 ENERCALC LEGOLAND IMAGINATION 96i40 LEGO EXPERIENCE SHOW .TMB Date: 01 /31 /98 '· GEORGE R. 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