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HomeMy WebLinkAbout1 LEGOLAND DR; STRUCT; CB980158; PermitI I I I I I I -1 I I I I i_l I ,I I I I I I •> z I § r- '-1. ~ MARTIN & MARTIN, INC. Structwral & Civil Engineers I -~-----~-7_so_1 _Mi_ss_ion_ce_nt_er_c;:t_. #~4o_o_s_an--'-'-D_ieg_o,_CA_9_21_os_, _P_ho_ne_(6_19_J 4_97_-2_11_s _F_ax_(6_19_J 4_97_-0_429 ·1 I I I I I I I I I I :I ;I I I !I RESPONSES TO· STRUCTURAL PLAN REV·IEW COMMENTS AND REVISED STRUCTURAL CALCULATIONS ·FOR Legoland Ca:rlsbad (M&M -PROJECT NO. 960240.00) B·:EGlN:Nl:N-G C·LUSTER (FGM·P Package B·u:lletin #127) SECTION c~ EAST COMPLEX Architect of Record: · Hellmuth Obata & ·Kassabaum March 6, 1998 I I I I I I I I I I I I I I I I I I I INDEX SUBJECT RESPONSES TO STRUCTURAL PLAN REVIEW COMMENTS STRUCTURAL CALCULATIONS SECTION II I I I I I I I I I I I I I I I I I I I SECTION I RESPONSES TO STRUCTURAL PLAN REVIEW COMMENTS I I I I I I I I I I I I I I I I I I I COMMENT NO. 6 ,7 8 12 RESPONSES TO STRUCTURAL REVIEW 'COMMENTS FGMP #2 PACKAGE (CARLSBAD 98-158, February 3, 1998) RESPONSE Corrected, See Sheet S220 See Section II -Structural Calcul~ti.ons S~e Section II -Structural Calculations Changes made to plans are clouded and noted withffi. I I I I I I I I I I I I I I 1 .. I I I I FE6-C5-9S 0::57PM FROM-HOK LA .. -' ... ·. . . .. . . . . ,._ :·· .. _,. ,, . _ ... . PLAN RSVlEW COMECTION UST COMMERClAt. PLAN CHECK NO.: 98-1S8 JURISDICTION: cuts!,ad OCCUPANCY: 11./B USE.: Rt:.tail/Olftco TYPE OF CONSTRUCTION: V•!f Al-LOWASLE FLOOR AREA: 24000 SPRINKLERS?: Yes ReMARKS: STORIES:. 1 HE!Gh"T: varia OCCUPANTLOAO:vaies- T-t67 P.G3/09 F-740 .. ,. . . ... ,f, • .' • • I •• • •. • • DATE Pf..ANS ReCe:fVEo BY JURJSOICTJON; 1/21/9$ DATE PLANS RECEM=O av ESGIL CORPORATION: 1J'22/SS DATE lNITlAl PLAN RE:V!EW COMPLETED: Fola:-uuy S~ 199& FOREWORD {?LEASE READ); PLAN REViE\IVER: Kurt CElh1:i This plan review is limited to the technical requlremerr..s contained in ·the Uniform Building Code1 Uniform PJumbing Code, Uniform Mechanical Cece. National Electrical Code and. state laws regulating energy ccn~ervation, noise attenuatio.'l and access for the disabled. Thia plan review is based on regulations enforced t,y U"la Building Oepartment. You may have other corrections based on \~ and ordinancas enforced by the ?tanning· Department. Engineering Department. Fire Department or other departments. Clearance frcm those ~artments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 USC. The following items listed need clarification,.modification or change. All items must be satisfied before the plan$ will be in conformance with the cited cod$$ and re;ulatlon&. Plilf Sec. 106.4.3, 1994 Uniform Building Cede, the appro'Jal of the plans does not permit the violation of any s"..ate. county or city law. i 9lS~-09S-6J9:X'Ej FE6·CS·SS OS:59FM FROM-HOK LA 3IC-4S:-20;2 T-467 P.C4/0S F-740 • ~ = •. ". • .• ;• • • • ..... , .... ,. .•. 1,. I I I I Cc-Jal,a& 98-lSB Felm&U7 3, 1998 I I I I I \tf-,. ~2. I I I I -->)nli) 6. l=--___..,._>}Yn::D 1. 1--~).YrWs. I I I I • GENERAL Please make all corrections on the original tracln9$ and submit two new ~1s of grints, to: Esgil Corporation, 9320 Chesa~ke Drive, Suite 208, San Diego. Califomia 92123, {619) 560-1468. . , PLANS All sheets of the plans are requir~ to be si;ned by the California r,caosad architect or enginear responsi~e JOi the plan preparation. Flea$& include the Califomia license number, seal, date at license expiratitm arid the date the plans are signed. Business and Professions Code. THIS INCLUDES ALL SHEf:TS OF JtlE ~t ggot$ T@- sncw on the Title Sheet all ouildir,g$, wuet~res, wails1 etc. ineluded under this applicaticn. Any portion cf tl,t; ptoj~ ~own on tho ~r.e plart that is not incl~ad with the building permit applicaticn filed should be clearly iqentffied-as "not inctuaed'' on the site plan or iit!& Sheet. INCLUDE THE TICKET TAKERS' COVER IN TI-iE SUMf./AAY. V Per Bill .Pridgen, the $eSsonaJ exhibit is not to be a part cf this permit • OCCUPANCY SEPARATION A 1 --hol.lr occupancy separation is required between the "ganage: occupanq and the surrounding areas. Table 3---8, Section 302.2. PLEASl: DETAIL THE REQUlRe0 FULL-HEIGHT WALLS. Openings in a one-h01Jf fire-resi~tve separation shail be protected by a one-hour assembly. Section 302.2. • STRUCTURAL The rabar specified in Note a of sheet S220 will provide less than the allowable given in the Code, Please investigate. The roof framing st'lcwn on sheet 5320 is-different than that shewn in the eaJculations. Please iubmit revi::;ed calculations. Sh~et S320 ~hO\ol/S steel beams where the calculations designed wood members. Please revise the design. .... · · ..... ·1 I I I I FES·C5-9S Oi:Ou?M FROM-HOK LA 31a-4SH052 i-£67 P.05/0S F-74C ·.: . ,:. .. , .. , .. ... ... ... . ... . . ..•.. .. . . ,, ' ' . Car~aci 98-lS8 Fe~S,1998 10. • ADDITIONAL Please fill in all the !_..,,..m_.e ___ ret __ er=en __ ca.,;..;,bubbl~ on the plans. Please see the following shee:s forfflE}corrections. To speed up the review proeeis, .QPte on thls fist {er a CQpy) where each correction item has been ao:jressed, i.e .. plan sheet, note er detail number, calcu.latian page, etc. ---1-~>-0JJ-@ I Please indicate here if an-,; changes have ~ made to the plans that are not a re.suit of corrections from this list If there are ether changes, please briefly describe tnem and where they are located in tne p1;u1s. Have changes :>een made to the plans not re$u!tins from this corr~lon list'? fllene Indicate: I I I I I I I I I I I I )!i Yes Cl No 13. The juriSdicticn r,as contracted wtt.ri ~ii Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego. Califomic4 92123; telephone number of s, S/560-1468; to perform the plan review for your project. If you have any questions regarding these plan review it6ms, piaase contact Kmt c~ at Esgil Corporaticn Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + L.EGOLAN0, Beginning • PLA..)l REVIEWER= Glen Adamtk R-tft14. • P.LUMBiNG (19M UNIFORM ?1-UMBING CODE) • Beginnings Ticket Sooths 'No indireet waste reee~.or Shall b& ms+.al!ec:( in any toilet room, closet, cupboard, or storeroom, ncr in any 0th1r paru9n of a bUilding nc?t in ~neral use t,y the occupants thereof.· UPC, Section 504. Correct th~ condepsate waste r000ptor in tho u.r.211. · i The "open drain· does not have a basin designed to prevent splashing rrom air conditioning condensate drain lines indirected to the "open drain· . Use a funnel drain er ffocr sink. UPC. Section 604.1. NJIJ.ti~ 7I9S3 '···-. .... -· ·1 I I I I I I I I I I I I I I I I I I FEB-CS-98 Ot:OIPM FROM-HOK LA T-~67 P.·C6/0S F-740 .. . . •. -.... ··-~-· . _:. : ·" .. .· .. ;,. ... .. : .. · .. : ..... -" ... , . : ........ . Cvl=ad. 98-158 Felmuu'y 3, 1993 Rtfr 16. The minimum Hor~ontai Rainwaterpipirr.1 is a 3 inch as per UPC, Table D-2. PJease correct trie roof drainage piping. Ws-20. RfA21. ~3. • MECHA.NJCAL (1S94 .UNIFORM MECHANICAL CODE} · • Begir.nings Ticket .Booth& Shaw access to the attic containing ttq!Jipment tc pe minimum 30 inchN by 30 inches. The ope,ning may be 22 inches b)i 30 ·ind'!es if the equipment can be removed through such opening. UMC, Section 319.3_ • ENERGY CONSERVATION (MODl:L ENERGY CODE) • Beginnin.s Ticket BootmJ Provide plans, eala:J1atiori& and wo~hee+~ to show compliance w;u, current envelope and mecnanicaf ~~Y standards. Provide the ENV·1, ENV-2, ENV--3. MECH-1, MECH•2, MECH-3, and MECH-4 f0ii'll$. The completed end 5igned ENV-1, end Mf:CH-1 forms ·mu~t PB imprinied on the ~~ . • PLUMBJNG (1994 UNIFORM PLUMBING COD£:) • Beginnings East Complex In the s~s garage (Garage #124} floors shaU drain to an approved en separator or trap discharging to sewers in accordance with t.11~ Plumbing code. use Section 311.2.3.1. • MECHANlCAl,. (1994 UNIFORM MECHANICAL CODE) • Beginnings !ast Complex Provide exhaust ventilation in the &-3 parking garage {Garage #124) capable 0f exnaustlng a minim~ of 1.5 CFM per square foot of gross·floor area uac Section 1202.2.7 · · · Detail disposal sites of main condensate drainage from air conditioning uoits as per UMC Section 31 o The li'l$ChanicaJ plans mtes tM air condidcn condensate wam to fiocr sinkS, but the pJu~ng plans show n0 ccnd~nsata dra.in Ii~ to th~ floor sink. Please correct. • ENERGY CONSERVATION (MODEL ENERGY CODI:) ,. • E!eginnings East Comp!~ Toe completed and·slgned ENV-1, ar,d MECH-1 forms must be imprinted on the plans. ·1 I I I I I I I I I I I I .. I I I I I I FES-C5-9S 04:0Z?M FROM-HOK LA 3lC-45H0:2 T-t67 P.C7/0S F-74C ••• ,... • • •• • •• : • • • '·. t : : ), • . . . . . .. . .· ... ·.··: ... · .. Ca-la'N498-158 Jr~ 3, 199-8 RtA 24. RJA2S. ~ fd*2s. ftA21. 'Wf2s. ~29. ~30. f_tfr 31. rtfr32. • PLUU!!lNG ('f 994 UNIFO~ PLUMBING COPE) • B&gi'nnings; West CompJo, Detail overflow (secondary) condensate discharge from air conditioning units that are in a celling space to readily cbsarved locations. UMC Section 31 o.,. '1 The minimum Horizontal Rainwater piping ts a 3 ineh as per UPC, Table 0--2. Please corr~ the rcof drainage pipifi9. The wall louvers shown on the plumbing plans are nol shoWn on the Architects plans. Provide combustion air for fuel burning water heaters in accordance v.iitn the Uniform Plumbing Coda, Seeti0n 507.0 Detail the water heaterflue {vent) termination's a, per UPC. Section 517.0. Minimum a feet from the wall or above the Wqll. Detail the water heater flue (vent) offsets, length, pitch, and clearances as per UPC, 5eciicn :51t5,0. • MiCHANJCAL (19i4 UNIFORM MECHANICAL COD=} • Beginnings West Complex Detail ladder access to ro:,f IT'sOurrted HVAC eciuipment. UMC, Section a21.s Cr.y of Car1sbad to review. evidence of Health Department approvaf (for food service equipment). • ENERGY CONSiRVA TION (MODEL ENERGY CODE) • Baainning$ Wm Complex Provide plans. calculations and worksheets to show compliance with ~rrent envelope and mechanical energy standards. Provide the ENV-1, ENV-2, ENV-3, MECH,.1, Ml:CH-2. MECH-3, and MECH-4 fortns. Tne completed and signed ENV-1, and MECH-1 forms must be Imprinted on the plans. • MECHANICAL (1554 UNIFORM MECHANICAL CODI;) • Beginnings First A.id/Lest Children Detail ladder acce$$ to roof {OO~nted HVAC equipment. UMC, Section 321 . .8 I I I I I I I I I I I I I - I I I I I I FEB-C:-95 Ot:03PM FROM-HOK LA 310-45:-2Ce2 T-467 P.08/05 F-740 ,. ... ~ · .. · ..... "1:: .... ~ ... . •. ;,. ..... :~ .. ,: ---.~ . •• • :· . " . . . . -.. ~---...... . . ..... . .. . . ~ Catl5ba4 98-l.58 F~3,1998 Rffl35. • ~NERGY CONSERVATION (MODEL ENERGY COOE) • SeaiMing-s Fin.'1 Al~cm Childl'.'ltn Provide ~ans. cala.iJatians and worksheets to shO'M compliance with C\.lrrent envelope and mecnanieiitl energy standards. Provide the ENV·1, ENV-2, ENV-3, MECH-1, .MECH-2; MECH-3, and MECH-4 forms. The completed and signed ENv .. 1, and Mi;CH-1 forms must be imprinted on the plans. Note: If y0u have any questions regarding thi~ plan review lilit please cent.act Gian Adamek at {618) 560-1468. To :;peed the review pl"OCe$$, note on tni.S list (ora copy) Y,flere the c:0rrected items have been addressed on the pJarl$. t E!..ECTRJCAL PLAN REVJEW • 1993NEC • PLAN REVJEWER: Erir; J;m$Cm lJf137. 38. 39 .. 40. 41. 42. 43. 80"d The "Pari(Wlde Loop" substation layout aoes not match the "aeginningS" substation Iay0ut. Submit revised ~bstation plans if "Pari<Wide Loop11 is no longer ~rrent. Panell:>Oard .. EPBW' is required l0 be gr~~ded :to tlie buifciing grounding system. Include the gro:Jndir.g electrode conductor size& en the 1lngle Hne diagram. The electrode conductor for panel "LPBFAN is Llndersized. .If AC5 is 15KVA. t.'ie feeder conductor is ur,des'$iZed. Show the fellowing details for the two air conditioners supplied by tt,e su'bSia~ion loW voltage system: Grouped disccnnecting means with ine other building disconnecting means ~d a connection to a common electrode (AC3 is missing this comection.) Shew the ~on to a ccm.'nOO electrode on beth the single line and the gr~nc:Hn9 plan ~r1est E701. Detail which panels s~II be identified wiu, the following signage "Building Ciaconneeting Means ___ of_... For example, East Complex: AC3. DPBE, and EPBE. ·The west complex has isolated lighting cir~.iits {Sheet ·8218 E202 & Sheet E.201) shcr,tt'n to it Building disconnectir,g ii'.eans. signage. groi.mcting. Include tl'le cold water conq for tne KiOikSwith the grounding detail description. I I I I I I I I I I I I I I I I I I I FES-C5-9S Ot:04PM FROM-HOK LA 3IC-45~-zm T-467 P.09/0~ F-74C · .. ; ... ·.,. .. . .. .. . . ~ .. . " .. "' .. _:,. . Ca-ls'bad 98-158 F~3,1998 Utl= 44. Toe Kiosks panelpoard placement does not shew the required NEC 110,,1 a clearances. · · 45. loc!ude a di$a)ni,ect and gn;,u;iding connection for the isolated (Not supplied by the Kiosk panel). e!ectric:al cir:.iits also supplied to the JGosks. 46. Building disconnectirig means, groumflng elBCtrcde, disconnect signage: Sheet 8219 E201. Neta: Jf you !"!ave any questions regarding thl$ electrical .pian review list plsasa contactths plan reviewer liGted above at (619) SS0.1468. To speed the review · precess, note on tnis list ( er a copy) where the corrsot$d items have been addressed on the plans. j l£:S1 86. £ qa~ · •.. .. , .. I I I I I I I I SECTION II I I STRUCTURAL I CALCULATIONS I I I I I I I I I I I I I I I 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 JOB lJ;bpL&h2-~~it--1 w l'W h SHEET NO. c.. ?--OF--'------ CALCULATED BY +e-~_k ___ ----'---e--DATE -'l._,l>/~<11 ........... __ _ t L CHECKED BY -----------=£!...l=-DATE _fa....\..,.-''1,_l-'----- ~CALE · &vte1: ~ ?6M·~JQ< A f/?!fittJ6· it---\ (%1,41£, , - ~ ' --' -•, r-" .,. lf ,: ..., "-.. ~ !!' -.r, '!' ..._ .C:. -~.• ,..-~ ._,. <:a -~ ~ -C'\. ..; -<-"l C' •-C: -t, ~ ~ ._-, !: .._ Z. .-::. t":. ~ >n e h. c:, -N (": ":' .:"", ~ •-:. -:,.. ~ I I I I C I ·- I I--. ·-c) I I - I· I - I I MARTIN & DONN, INC. Structural_ &. Civil Engine~rs 7801 Mission Center Court Suite 400 SAN DIEGO, CA S2108 Phone (619) 497-2118 . Fax (619)--497-0429 ' !Za.>f' -~01 '2t ..t.1 -. -~------ JOB LJ:;(a?LANO--17}¼,JNNING <jt:;~Z.Jro SHEET NO. . · C. 3 OF ____ _ CALCULATED BY f:9:A-DATE ---'1~0A_q_7 __ _ 'CHECKED BY /Q._ DATE _i_[/4_,_-_._1 __ _ SCALE ~Z-1 ~: _ ~ ~~ -.. . .. 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C,, c; OF ___ _ Phone (619) 497,2118 Fax (619) 497-0429 CALCULATED BY &A--DATE 1c/q'J CHECKED BY & DATE._ ~L if__,_'1..._7 __ SCALE ~Z1b: ~ ~Mf1.~~ ' •. ·····-' ,,. . ;-.·.;::-=.:::-:;:... l¼'fAl L.-~ -l?f?pf-~9\J--1 z \?t1Pf ~~M .a 4 (6 tzA. tt L.H-f l} ~) · · -· · · .. . . . . : WMr?-~4-2,-~ .... · .ffe~. tri'(l6.,642.t'.'~~) ~ isu, ,. I 1 1 1 1 , 1 1 1 tA,,,r~-cw 1o l~f7~ t . 4i-' 1 UJI?~ tif1f{l~1-1)z Z4'l t7L,f-- l-~ lbb~-uJu~-= ~~F cij.,,,4-\)-:i 2'14 \?W ~q.1~ ". ... I 14tk· ... ". . . . ·. :· ... l/.h:t.--. :: . ~-G flw . vi,,vv ,, ·ei-N. wt · : · I LA?C WI.4X 4B .lH IN) 1',ct,. e,11 . . . . . -' . -. 1 -•, r ~ ~ ~ ,. • -~ r ~ ~ ~ • ~ -N -~ ~ ~ ~ -•• ~ ~ ~ ~ h ~ -~ ~ ~ J ~ ~ ~ -~ ~ -~ ~ ~ ~ -h ~ ~ ~ ~ MARTIN & DUNN, INC: JOB .!/(6PlAN \?-Wb!'hlN11'1b SHEET NO. a--A-OF ----- I I -~7) Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-211& CALCULATEP BY f4"fo DATE ____ _ CHECKED BY 7U?l?B}? 'DATE _l;..;.-,1 )1'-'--'-1 __ _ I I I I I I I I - I I I I I -- 1 I I 1---\ Fax (619) 497-0429 l?t?~ft .ftiA-H~~\~ _(eotJ--r. J 12~1~1 L-~ r?oZ?e ~'.;? SCALE Hitt= . ™ 40}-4 \21~ . · peer:: ffe!9rtvf ,t f3A-{&~-11? !At-h?@')- . 1 . _ -. _ . t..--~'?7~1 -(.k.:;;-_ ~1(r2;1t:7'~a20) :ie 4117F-, I I I I I ! : l t l,L,u;-G't-l'?lW -ro l~P : I %· 1 UJ\?1-.=.·1-Bf~lL't'~')~ Z-\tl-l7e,.f- -------t.uvv ::-l~\?f~O t.1s) z te8 tzw Lv'Tl.., ..... 400 p~ -, • -~ : ~ • = -• t' -.:' ,... ~ ·~ C;' .. r. ,. -.,_-~ ..,. · -;:, ---;. -.;.. I!'-.: '--ui --. r. --.~, .:c 1-,. ,::; -,.._ -"'I' ..,· ..:. •-.. -::--r ~ -,.. • :: -: - ,---A m:rrm .... 'QO,.' I I I -- I I-, I I I I - I I I < I I I l : ) MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 I I I -I I I· _ I I t 16'-. .t. . ·-.. ' . t, :vnr --:~---·-•."I T ~OB kwt?LA-Nr7 ~ ~~b11'!rJ1NG SHEET Nb. (,, {., OF ____ _ CALCULATED BY ~ DATE _io_(q_7 __ _ CHECKEDBY --Ji\ DATE_~_\/~q-,-7~_ SCA~E t?Z ICf;; ~ ~ PL-6>< 1.>=-18, -·--rA~ lb r z-,v~) ~ · , 5q7 r- [/4,.:: ,,ZO P77~ vJt71..,v 18'f~~ ( !Pb')--lBq fU1/ t1Ju.,.<-. ZoV71C {ICt~? ~ ilo f~ . ----. ..... ~Cj fW : . . v~.f.' -"1Ac~:~{Yi-)ltCJ1)(-tJ') ~ I'?~ ~P 1Ai~ \Oi1:5'{J4'')~ ~ '7?1 7~ £fA,, 410~f' · w ~cw --ro lbf?F W~1 _= lB~ (7-?1/i) ~ $-l32~ Wt.-Lr, ~ l~·~t:-{2-$'/t)::_ Zt4 t?W· . -4'l(p fW - lV~z"~ l2>'f~ {lOv~,i) i:: \0'q PW WU..z: &-f~f?<ft=-(lt>,'?1 ) z=-lv~ &f . ------. :--------------·-----------··-.. ----~t:fJ 'fl,.f'. _ ... j l-1b€: ~~ ~22, Yz. 61.,0 c:; ~ I 1/ 7 11 . -I •r I '-:_:-::,.-::-, -:-_ ---~ -::-"' :--'., ==-=--=-,-:-n-:-, '7'": ""."""~ :--'.~ .:-_-:-,..-::-_ --. ""'."",. -::-~ -,. =---,-~ -_ -" -"' -~ =---,.~~-~ --~ -, -, =---n-, -. -, -= -~ =---,,-.. --, ....,.J -c -, _-. --~___J~ <'11,,./\J.., 2-.~ ~P-~. ,,._ .; , .,, .. .,:!:-,. ., '( • ".,f -' ..J ,:; ,.., .. ""•,..,: •f}\ ;...(::..,...,,:t., • I I -m I [ --i I I I I I I I I I I I I I I I I I \ J ) " ---- . JOB L~!AthJ,,~611--h--ltN~ MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92l08 SHEET NO. (:_ ~ OF ---'---- CALCULATED BY ~ ,. . DATE · to/# Phone (619) 4~7-2118 Fax (619) 497-0429 CHECKEDBY · -··-:·~ DATE .fz\'_11 Jcr1 SCALE ~Zjy: aft UH(%)< J: ~/98 -J r;11>r-!_:--l{t~A-1-1.-.., Mfllr w01v ~~ ·, . . . . .. -·--... f?tsl>f: ~ *11 --.... ·--w~-------. . I I I 1. . 1 I . I I I .t. 1~)'71 . 1 3/<1f~ f4!~ .. ·e,Q?p··-~-~ l'l--" ...... ,. ' . .-, vi:-Je,' · · -TA---.L~'---·&,o1/z;-~ \!;O'?'"r _ , W~ "2--Of~ ·W ~ L s1 'f7~ (@ 1/t) --z-l eo PL-r 0i,,i.,i Vf~ crtc;lz,; ~ ~ --~f'W · v1,1.,; -z-~ ·puz=- : ,. -. ~~' ~(Ne;; P~l:97 ~13A--?8~ PD/t--l,(?fr'\?47 --~H~-f1?AM1N~ fOtZ. rteCtinN1CA-c...-~tP., , . ' . { ' [u~6_·vlr~~-:,0_-~.,,~?U>-] (WO I:: t; ~ ~f ~ (t )? f1/1rCe;1? ~AM 1~) J - ' . l I . [ -I I l . I I 7Wt1t-~'l,L, L-,,~e:i_~YH ,: 17<~-z~ y\S 5 'r' V'? % ) ../j, ~ :. ~--· · .· · ~ vt,~w)?7P [ . 1-4,L_· ___ 1-"-6t....;;..&'_1------:~tf-l ~ ·.·_. Wov£:·1g-p17f (U1,571,,; ~ -z~Bl?W : . f ,. /2 _ · :tut-it· io r'tr (1&.ti _i )~ 2~:?Plf-~ [$,~~o ~ pvp ] Ll7~ VJ,f//.10 1 '.?4 e,zaA[ I I I I I I I I I I I I I I I I I .. j --~ _, t'-- MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497~0429 v~-*~e;~ /D~~-1:! SHEET NO. ?014 OF ---:---- CALCULATED BY ...... r%..:....<--~---AP'--'-'-,:;....,o.:::....,.w~·::....._-~ ~ATE f t Jq-J . j CHECKED BY _ -DATE ____ _ . SCALE &kl&~ ~ u>Hfk@C /" .~ :/. • -,.·, I . . -(]) I I ~ I I - I I I I I I - ' I I I I I I I I ·1 ' I . ./ I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . Phone (619) 49'?-2118 Fax (619) 497-0429 JOB [&@Lt114t? ,, ~~1.l-J . ' \NG SHEET NO. . (;,f; _(!:1,. OF -----,---- CALCULATED BY 1--~:..:;;:~:._--_ ___,Ap...;;.L....::..o-=-/W:;._ DATE ---'l-+-t/4....._VJ __ _ CHECKED BY · DATE ___ _ SCALE ,n~: . ~,r ~H ft@( ~ . re,\1-1·1NG : (f1J{Jf. ~~ ft~ £,OM# o~lbt-1 arr, CA::L ~ f: Jo1G:f -"-~--__:.__..;_....F--...;..._.;;;---J.L-~---'---~..;_~1--!-a"i1 / IM,1 2. ,~-1'!~ ~--.v !117'~ ~ '7!,..-4'1f , '7l--g11 7L.-4''1 '1" 0' / . V'-"F"V;; T<./f-r!(..;.., . ~l625b;\t; . 'i%"15(fbli: p:o ~~~ . .. . . .. r-;..._--t-'----'-----1--"--~-+· --.:.:,.:.-. vJ 1-,t..,~·U> r~-)( 4,1 Pt:$0f~ J_: -~v,'----'-!..-t_" '-----·---#--X . ~1m1 r~ tbtt({.rra ourtt<1; -z-10. 4-,f} 1--t:- W~1 V =-~ :z-~ L {.G.~f} ~ CJ, i 1. 8 ~l! .R_,1;· (#:7,4/b)i,, ·--·-··---p k~ i&l'--rJl/56~ 1 ~(,~i~rv~'fP,v\~-~mn1-1~G IZ-J<,4i<~I -1,,. •, • / I I --~ .. I I I I I I I I ) I I I I I I I I ~ I I M;\RTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 SINGLE SPAN BEAM ANALYSIS MECH. EQUIP. JOIST PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEl( . FSA bate: 11/24/97 A:::QOl$O Page: c:ee ----SPAN DATA ----------MEMBER DATA ------ Center Span = Left Cantilever = Right Cantilever· = 26.33 ft 0.00 ft 0.00 ft ----UNIFORM LOADS ---'-- Center Span #1 = 0.08 k/ft !:Inertia = E:Elastic Modulus = End Fixity 1·.000 in4 All distances for load locations refer 1 psi to· left support. Neg ( 1-1) distances Pin/Pin means load is on left cantilever ---------------TRAPEZOIDAL LOADS ------------ -------CONCENTRATED LOADS---------- # 1 = 1.500k at. 0.00ft ____ .....__ ___ APPLIED MOMENTS --------- # 2 = 1.500k at 7.33ft # 3 = 0.350k at 15.00ft # 4 = 0.350k at 22.33ft -----Moments----- Max. Span Moment Max. Mom. Location Min. Span Moment· Min. Mom. Location Max@ Left Support Max@ Right Support MAXIMUM MOMENT = = = = = = = V4.4D Cc) 1983-96 ENERCALC 15.399 k-ft 10.479 ft 0.000 k-ft 0.000 ft 0.000 k-ft 0.000 k-ft 15.399 k-ft SUMMARY Shears Left Support = Right Support = Reactions Left Support .... Right Support = 2.339 k 1.967 k · 3.839 k 1.967 k -------Deflections----- Max.@ Span= -1930388982.145 in at 12.80 t -------------Query Values ------------- Between Supports @ X = 0.00 ft, M = · 0.00 k-ft, V = 2.339 k, Defl. = O.OOOi GEORGE R, SAUNDERS ASSOCIATES, KW060361 / .LD. ll/Cf1 I Load Tables/Non-Snow (125%) TJl®/&OC Joist Allowable Uniform Load (PLF) Sloped Roof Only· Parallel TJI® Joist· Performance Plus® Web Material I Simple Span 22 24 26 28 -iii. pt,p 14 16 18 20 30 /-,~ i .·· ·1 ' .. ,.(J.-:1. 255. 278 ,:, I 310 .. -331 l 331 352 358 358 1-20 21 22 208 194 170 242. 230 ~8 208 253 251 238 228 ~-2 293 313 I 313 333 3lQ 340 2:: I 2i8 ,.!S, 265 2;5 253 298 I 298 317 322. 322 263 263 302 307 · · · 307 · m m m m m I --·----.. 23 24 25 -··· 26 27 28 151 134 119 1os· 200 218 191 208 ···-···---. 1i2 --·· ! ·-201 154 193 2E5 !· 242 .a·: 232 ...... f 222 --· . ~:-., ~ ·1 ~ m ~ ~- . -:;: -.... -----:;: ---·----:::--··-· -· --· :: ·------·-~::----- :fS 213 D ., D ~ M M 96 186 ,s, 206 221 . 221 235 238 238. 86 169 ~=s 158 ffl ffl m D B I •• .a. 12.J. 1.-29 30 153 ,~: 1 2 -:_-;; ,es 206 I 206 218 222 222 198 198 211 215 215 1· --·. I I I I \ I I I I I I I ' j ~, _ _) 1·~ I ... . :-, 192 192 205 208 208 32 59 ··-·33-· ---54 ·186-·r-166-----· ·198 --·201 --------201 1~ . 1~ 1~ 1~ 1$ 34 49 35 45 ~ 37 16 38 ·l 71 S2 39 66 ss 40. 51 80 41 57 -· , .. 42 53 E: 43 49 :5 44 46 so 45 43 57 46 41 53 Multiple Span Depth 117/4 14 16 18 Span 18 191 200 208 233 19 181 i90 198 225 20 172 180 ,as 2:s 21 163 171 178 2(;5 22 156 163 171 j$5 23 150 156 163 iSi 24 143 :so 156 ii8 25 137 . 1.¢3 150 d 26 132 138 145 iS5 27 127 133 i40 i50 .. 28 114 128 · 135 153 29 104 123 130 i48 30. ·-. .... 94 -----·----120 --·· ,--· 125 143 31 85 116 121 i38 32 78 1,2 117 ~35 33 72 104. 113 130 34 65 96 111 ~25 . .. 35 60 68 107 122 36 56 81 105 i20 : 37 50 74 101 · 115 38 48 69 94 111 ··'-:-:. 39 -~-·. . ·44 . 64 ':' .. 88 · .. 40 41 60 . 81 41 38 56 76 .. 'L 42 ·:.::. __ 36 52 70 · ·.-43 .. 33 48 . €5 . 44 45 61 : ~::.£. :: -·;:-~ 42. 57 40 . ·-54 I I I I i7 72 Si 20 2·~ _, 2~5 223 2,2 2C2 m 156 178 171 165 160. 153 ·1~ i43 140 1~5 131 ,21 123 ·- ~~ . . 1~ . 1~ 100. 1~ 166 ·170 181 185 95 89 84 22 300 2ss 270 257 245 235 225 216 207 200 193 186 . 180 175 · 168 163 158 155 150 146 1~ us 1n 158 175 24 26 28 318 322 322 301 305 305 286 290 290 272 276 276 250 263 253 248 252 252 238 241 -· 241 228 232 232 220 222 222 212 215 215 205 207 207 197 200 200 . 191 -··,93·--· 193 --- 185 187 187 178 181 181 173 176 175 168 170 170 163 · 166 166 158 161 161 156 156 30 322 305 290 276 253 252 241 232 222 215 207 200 193 167 181 176 170 166 161 156 141 .. --152 ·. ·-·, --152 133 . 148 148 145 145 141 141 ·-137 137 135 135 .·m .131 127 128 122 126 1. Values shown are maximum allowable load <;apac:ities of the joists in pounds,per lineal foot (PLF) based on uniformly l~aded conditions with web stiffener and bearingleng!h criteria shown on page 3.2 (lower or high~(!oad capacities'may be possible ·with .different criteria, use the TJ-SpecT" software program or·contact your Trus Joist MacMillan representative), and assume provisions for positive drainage (¼" per foot slope minimum). 2. Multiple span tat:)le can be used for two or more span conditions. Use the longest span for sizing. Where ratio of short span to long span is less than 0.4, use the T J.SpecTM software program or contact your Trus Joist MacMillan representative. 3. Values in gray ~ areas may be increased 4% for repetitive member usage if"the criteria on page 9.2 are met. -4. Camber (2250' radius) is available for simple span applications only. Contact your Trus Joist MacMillan representative for availability. 5. For loading conditions not covered by these table.s (eg.: concentrated loads), use the TJ·SpecT"' software program or contact your ~rus Joist MacMillan representative for assistance. REV. 7/96W s.s / / I I I I I I I I I I TJl®/35C Joist Load Tables/Non-Sno~(12s6to) Performance Plus® Web Material• Parallel TJI~ Joist· Sloped Roof Only Allow~ble Uniform Load (PLF) Simple Span 116,._,P ~)epth 111.-. .. ··) 'Span . . 12 16 18 20 ;:~ · · I ~; 1;~ I ~i: · 13 14 ·. 15 16 --· 26. -· 27· · 28 29 30· ... 31 32 33 34 35 36 S7 . 38 . -~ 39 .... 40 300 311 S4_i j ::ss 280 290 232 ::S ,,~.... 2s2 271 .. 3C3 • ::·s . :; (· ~,f .~.:~t:~~7:1~: ~: i5 · ,,o ···-··· 67 ____________ 0s · __ so ······ss···· 54 79 ,9 72 44 65 AO 59 37 54 33 -'9 45 ~1-- 38 35 .1 i4 67 62 57 52 ,a. ·45 ,1 38 75 69 &4 59 55 51 Multiple Span Depth - -: . · Span · . d.12 · .;,a:-13 .. '-· . 14 . ~·:::: 15 ·. ·: . 16 . 17 ,_· ·., 18 · .. -~-. 19 .• ... 11¼ 250 231 21.3 200 167 14 ' 270 250 231 216 202 ,s1 I i80 fi1 16 2i7 256 257 222 207 196 ,es .175 166 158 151 18 :i6 2S3 2i3 257 228 2i6 206 20 :52 :25 252 255 . 2i1 201 ~S2 · i£3 ii6 22 .\ ,so 396 358 343 322 303 . 266 2i1 257 2,5 233 22, 363 335 311 2S1 272 256 · 242 230 217 207 .198 · 190 181 i'7S I ·1 I . i I t I .I I I 24 '40 406. Si7 352 330 311 293 24 S73 345 320 298 280 . 263 248 236 223 213 ... 203 195 .i85 ,so 26 . ,s1 405 375 :50 328 . 306 292 276 262 250 . 238 ·228 26 Si3 348 326 307 290 2i5 261 248 2S7 28 437 405 375 350 328 308 292 2i6 262 250 238 . 228 2i8 2,0 202 28 ,37 405 Si5 350 328 308 292 2i6 262 250 238 228 218 2i0 ,:;;// 30 ,s1 -'05 375 250 328 308 292 ~76 262 250 238 228 . 2i8 210 202 30 1,37 ,05 375 350 328 308 292 2i6 262 '· 250 238 228 218 210 1···-· 202 202 195 ,s1 I ___ _ I ; ,./.· :: <~ ~ ~3 r·.-·-;~;.~a:~::~own ~r~ m:xi~~m :i~o~a~!e ;~~d :~acit;~~-~f the joi~ts in pou.nds per lineal foot (PLF) based on uniformly loa~~d c~~ditions with w~~ stiffener and bearing length criteria shown on page 3.2 (lower or higher load ~pacities·may be possible with different criteria, use the TJ-Spec7M I I I software program or contac;t your Trus Joist MacMillan representative), and as$urne provisions for positive drainage (¼" per foot slope minimum). 2. Multiple span table can be used for two or more span-conditions. Use the longest span for sizing. Where ratio of short span to long span is less · ,than 0.4, use the TJ·Spec™ software program or contact your Trus.Jciist MacMilfan representative. t:/Values in gray ~ areas may be incre?sed 4% for repetitive member usag,e if the criteria on page 9.2 are met ....A. Camber (2250' radius) is.available for simple.span applications only. Contact yourTrus Joist M13cMl_llan representative for avallablllty. 5. For loading conditions not covered by these tables {eg.; concentrated loads), use the TJ-SpecTN software program or contact your Trus Joist MacMillan representative fe>r assistance. 5.2 REV. 7/96 W -----------------------,-------~-~- ... __ , ·,/ I I I I I I I I I I I I ~ll/'?'1 TJI® Joist Design Properties/Performance Plus® Web Material J~ Reaction Properties 1•J1•111J .Basic Properties End Reaction (lbs.) Intermediate.Reaction (lbs.) EJai Ell1l 3½" 51(4" T J,. Joist with 1¾" 3½" ~f{SY4.i2,.:,&~-~f~~f!_:-;~ { .-J T JI-Joist wi"Jt Glue-Nailed ., Bearlna.Lenalh Bearlna Lenath Bearlna Lenath Bearlna Lenalh • en Joist .. Joist Resistive Vertical ... Nailed Plywood Plywoo/1 Fi!)or Depth Weight Momentlll Shear121 El x 1(!' Floor Sheat.'1ing · Sheathing · Web Sllfleners 111 Web Stiffeners "' Web Sllfleners 111 Web ~tlfleners 111 (in.) {0if) (ft.•lbs.) (lbs.) (lbs. ln.2) 101 lbs. In. i 10' lbs. ln.1 . No. I Yes l No I Yes No Yes I No Yes 117/a 2.8 I 5765 ! 1925 i 4i9 469 511 1255 I 1505 I 1685 I 1925 I 2525 I 3000 I 3245 I 3615 -:i. 14 3.0 I 7050 i 2125. ! 622 . 688 743 1255 l 1505 ! 1685 I 2125 ! 2625 I 3245 3245 i 3865 16 3.2 I 8265 I 2330 I. 857 938 1003 1255 I 1505 I 1685 I 2330 l 2525 I 3330 I 3245 l 3990 (,) 18 3.5 I 9160 ' 2535 ! 1137' 1230 1305 1255 1 1505 f 1685 I 2535 I 2625 I 3330 I 3245 i 4115 I It) 20 3.7 i . 10340 -i 2740 .. ! .... 1464 -·. 157i . '.'" . . . .. 1656 -·--·-NA I 1505 r NA. I 2680 ! NA. I 3330 ·1 NA I 4235 M .. 22 3.9 I 11495 2935 ) 1841. 10·-2052 NA ! 1505 I NA I 2805 I NA I 3330 I NA I 4360 ;? I ~::i, 24 4.2 I 12165 ! 3060, ! 22i0 2394 2493 NA ! 1505 I NA I 2925 I NA I 3330 I NA t 4485 j 26 4.4 · r 13240 ¼ 2900 -! . 2i54 2882 2985 ... NA ! 1505 t NA . I 2900 ~.,.,;tJA:.;.,;: f:A610:· :t,NA,C;; =5225' 28 4.6 I 14310 I 2900. ! 3297 3425 3528 NA I 1505 l NA f,';4]3S;. I 2900 li'-:.NA.1' ";$:'NAI§ "'535(} 30 4.9 I 15385 j 2900 . i 3899 4023 4124 NA 1 1505 J NA I 2900 f:;' Nk"!, ~4840.; ,?.!:NA,;; t5415, 117/a 3.2 I 6430 I 1925. .1 460 515 559 1255 I 1505 I 1685 L 1925 i 2860 I 3230 I 3475 1. 3850 14 3.5 . I 7915 ! ·2125. 'I 666 759 816 1255 I 1505 i 1685 I 2125 I 2860 1.3330 I 3475 I 4095 16 3.7 I 9320 I 2330 l 946 .1035 1J06 1255 =11505 I 1685 I 2330 I 2860 I 3330 I 3475 4220 (,) 18 4.0 I 10365 I 2535 .! 1255 1362 1447 1255 I 1505 i 1685 I 2535 i 2860 3330 I 3475 f 4345 0 20 4.3 I ., 11725 I 2740 I 1616 . 1736 .1833 NA I 1505 I NA I 2680 I NA 3330 NA r 4470 ~ !. 22 4.5 , ... 13095 I 2935 I 2030 21~ 2272 NA ! 1505 I NA.128051 NA I 3330 NA I 4595 j:? 24 4.8 I 13950 I 3060 I 2501" 264i 2765 . NA I 1505 I NA I 2925 I NA I 3330 NA I 4715 26 5.1 15270 i 2900 : 3031 -· 3185 .. ... ~-3310. --NA I 1505 ! NA . i 2900 F-NA:il)F4840.-i 'st:NA;:::I-5460:· 28 5.3 I .16555 i 2900 l 3624 3783 3912 NA I 1505 f NA I 2900 f.!" NAf,$4840:, t-?NA:t·t-5585· 30 5.6· I .17800 ' 2900. i 4281 44i 4570. . NA I 1505 I NA I 2900 . f.:/NA-~'f:\:;:e4():~ ':'NA;:;.1-:5705; ' 11¼ 3.6 I 8925 I 1925 I 619 681 731 1255 I 1570 ! 1685 I 1925 I 3130 I 3450 l 3675 I 3990 14 ·..3.9 I 10920 l 2125 ! 912 9c~ ~o 1063 1255 ! 1725 i 1685 I 2125 I 3130 I 3605 t 3675 I 4150 ':::;.. 16 4.1 i 12810 . I 2330 I 1245 1348 1431. 1255 I 1885 I 1685 I 2320 I 3130 I 3765 I 3675 r 4305 0 1a 4.3 I 14200 · I 2535 I. 1638 1762 1661 1255 I 1885 i .1685 I 2320 i 3130 I 3765 3675 1 4305 II) 20 4.6 I 16030 I 2740 . f . 2093 2236 2351 NA I 2045 I . NA . I 2475 I NA I 3920 NA I 4465 It) .. 22 4.8 I 17825 ! 2935 i 2612 27it. 2903 NA l 2200 ! NA i 2635 I NA I 4870 NA ! 5410 ~ 24 5.0 I 18870 I . 3060 I . 3198 3376 3519 NA I 2200 ! NA ! 2635 l NA I 5185 NA l 5730 25 5.3 l 20535 ! 2900 ! 3854 4046 4197 NA ! 2345 ! NA ! 2795 l~NA::.'1!.-5800· ~NA.:::;Ji:5800, -28 5.5 I 22205 I 2900 ! 4583 4784 4945 NA I 2345 ! NA I 2900 J;.fNAf=K5800> :J;;NA~'i, :58(J(J: ... 30 5.8 I 23870 ! 2900 i 5386 5594 . 5761 NA I 2345 I NA I 2900 f.,tN.Ai·nt."5800{-ttt:NA·;!j:'-.'580(), l ......... 117/a 4.1 I 9995 i 1925 ! 686 752 805 1255 I 1570 I 1685 I 1925 ! 3130 I 3450 3675 I 3990 __ .,,. 14 4.3 I 12310 ! 2125 i 1015• 1104 1175 ----1255 I 1725 I 1685 I 2125: 3130 I 3605 I 3675; 4150 16 4.6 I 14500 I 2330 I . 1359 .. 1500 1589 1255 ! 1885 t 1685 I 2320· l .3130 , 3765 I 3675 I 4305 ~ i.:. 18 4.8 I 16130 . I 2535 I i829 19~ 2070 1255 I 1885 ! 1685 · 1 2320 1 3130 I 3765 I 3675 I 4305 (0 20 5.1 · .I ·.18260 I 2740 I 2338 2495 2620 NA I 2045 I NA I 2475 l NA I 3920 NA I 4465 .. 22 5.3 I 20395 I 2935 ! 2918 3095 3241 NA I 2200 i NA I 2635 ! NA ! 48i0 NA i 5410 ;? I 24 5.6 I 21735 I 3060 I 3572 ·sno 3931 NA I 2200 l NA I 2635 I NA I 5185 I NA I 5730 26 5.8 I 23800 I 2900 I 4302 . 4519 4694 NA I 2345 I NA i 2i95 W::: : . .:r:NA~:l:5B!Xl: 28 6.1 ' 25805 ! 2900" I . 5111 5343 5531 NA I 2345 I NA I 2900 foj;,:NA,-~:.: ; ~-.:58aoi I 30 6.3 I 27750 ! 2900 . I -6002 6247 6442 NA ·1 2345 ! NA I 2900 ~.Nk'i'l~BOO~..NA.~~ The stated allowable design P!?per~es a(~_fo! load~_of-nor,:nal du~a)io~.Adjus~~ents_to_the allo~b!e_d~sign values shall be in accordance with th_e ?PPli~abl~ code.·-·· .. _ I 1. Maximum Resistive Moment values may be increased 4% for Repetitive Member Usage. See below for criteria. 2. For possible increases in sh~ar capability see below. 3. For deflection calculation only. Assumes ~~· plywood Qr other wood-based structural use panels. 4. Interpolation be~een bearing lengths andjoist d\jpths is permitted for allowable design-reactions. . I 5, The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener. 6. Allowable bearing lengths have been determined based on Trus Joist MacMillan products. Allowable bearing .on supporting members shall be checked. 7. ~areasindicate51/•~and7_"bearinglengthsatil}termediaterE1actions._ ... -___ ·--·· .. ,. __ . _ . . . ____ -··· ____________ -····----- 8. Refer to page 9.2a or 9.2b for web stiffener details. I .. T JI~ Joist Shear Design Repetitive Member Design When joists are used as simple-span members, the design Structural wood products used repetitively can be shown to share loads between shear is equal to the shear at the· face of the support. adjacent members, increasing the total load carrying capacity of the system. I When joists are used as ·multiple-span members,-tlie -· The criteria for increases in flexural stresses for repetitive member usage is as follows: design shear is the calculated shear at the interior support 1} 3 or more members are adjacent. reduced by the following: · --· 2} · Member spa9ing i~ 24" on-center or less. I ""here: · · 3} The ·members are joined by transverse load-distributing elements (decking} adequate to support the design load.· .~::-:· .. ...... • · ... ':t I l I I ··._./ I R is the percent reduction W in PLF is uniform load K1 • 10,000N12 Products with greater consistency, such as Microllam® laminated veneer lumber (LVL), logically are given less credit for repetitive member increases; therefore, it has been determined that the increase in flexure shall be 7% for products utilizing machine stress rated grades of solid-sawn lumber and 4%for products utilizing Microllam~ LVL ·2]) K2 = K1/100 . V12 is the allowable shear for an 117/a"joist Increases, where appropriate, are so indicated in the load tables. I -9.-2--------------------_.._ _______________ R_E_V._. 7-/9_6_W I 1-~ l , I I I I I I I I • ·/ I I I I I I I I _) I -. . -- MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 . STEEL BEAM DESIGN EAST COMPLEX -RETAIL AREA ROOF BEAM #1 lil GRID LINE J (ROOFBM1.SBM) -----BEAM DATA -----'- Center· Span Length = 30.00 ft AISC Section Left Cantilever = 0.00 ft Section Depth Right Cantilever 0.00 ft Web Thickness Unbraced Length = 4.00 ft Sect.ion Width Beam Wt. is ADDED To applied loads F lang_e Thickness Live Load Not Acting with Short Term Section Area Fy = -, ~ 36 ksi-Section Weight Load Duration Factor = 1.00 rT, y Beam End Fixity : Pin: Pin ' = = = = = = = PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 11/04/97 STEEL SECTION DATA w14x38 14.10 in Ixx 0.310 in Iyy 6.77 in Sxx 0.515 in Syy 11.20 in2 r:xx 38.03 # r:.yy 1.77 in .&_ Page: C,,I';;, = 385.00 in4 ... 26. 70 in4 = 54.61 in3 = 7.89 in3 = 5.863 in = 1.544 in --------------------------APPLIED LOADS ----------------------- ----------,,------,-------------Uniform Loads .,..._ --,---------------------- Dead Load Live Load = = 0.51 k/ft 0.34 k/ft -0.00 ft -- = 30.00'ft Di stance To Start ------- Distance To End -------------'----------------SUMMARY ___ .__ ________________ _ USING w14x38, Max Stress Ratio= 92.91¾, Min Defl. Rat~o = 246.97 --------TABULAR SUMMARY OF LOAD COMBINATIONS -------- Maximums... Actual- Moment = 100.5 ..... Stress = · 22 .• 08 Shear = 13.40 •..•. stress= 3.06 Deflection = -1.458 fb / Fb : % max fv / Fv : % max Min. DL Defl Ratio= Min. TL Defl Ratio= \ V4.4D (c) 1983-96 ENERCALC Allowable 108.1 k-ft. 23. 76 ksi 62.94 k 14.40 ksi Moments... M+ @ Center = 0.929. 0.213 400.25 246.97 Shears ••• M-lil Center lil Left lil Right lil Left lil Right, DeHection.. lil Center lil Left = = = = = at = lil Right O.QO ft = React.ions Reactions lil Left iil Right = = Placed for Max 100.5 13.40 13.40 -1,458 0.000 0.000 13.40 13.40 DL Only 62.0 0.0 0.0 0.0 8.27 8.27 -0.899 0.000 0.000 0.000 8.27 8.27 Dead Load+ Loads Placed as follows LL LL+ST LL LL+ST lilCntr lilCntr @Cants @Cants 100.5 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 o.o k-ft 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 k-ft 13.40 o.oo o.oo 0.00 k 13.40 0.00 0.00 0.00 k -1.458 -0.899 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 13.40 8.27 0.00 0.00 k 13.40 8.27 0.00 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 / \} I I., ! I I I I I I I I I ; I I I I I I I I ) - I MARTIN & DUNN, _INC. STRUCTURAL & CIVIL ENGIN·EERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN EAST COMPLEX -RETAIL AREA. ROOF BEAM #2@ GRID LINE J (ROOFBM2.SBM) -----BEAM DATA ------- Center Span Length = 30.00 ft AISC Secticm Left Cantilever = 0.00 ft Section Depth Right cant-ilever = 0.00 ft Web Thickness Unbraced Length = 4.00 ft Section W1dth Beam Wt. is ADDED To applied loads Flange Thickness Live Load Not Acting with Short Term Section Area Fy = 36 ksi · Section Weight Load Duration Factor = 1.00 rT, y Beam End Fixity Pin: Pin - = = = = = PROJECT #960240 LEGOLAND CARLSBAD BEGINNING E_AST COMPLEX FSA Date: 11/04/97 STEEL SECTION DATA w14x38 14.10 in Ixx 0.310 in Iyy 6. 77 in sxx 0.515 in syy 11.20 ih2 r:xx 38.03 # r:yy 1.77.in A\ Pag~: C [ 4,- = 385.00 in4 = 26.70 in4 = 54~61 in3 = 7 .89 in3 = 5.863 in =. 1.544 in -------------'--------APPLIED LOADS. --~----------------- ------------::---------Uniform Loads -----~-------------- Dead Load Live Load Distance To Start Distance To End = 6.51 k/ft = 0.34 k/ft = o.oo ft_ = 30.00 ft ---------------------'"----SUMMARY----------------------- USING w14x38, Max Stress Ratio= 92.91¾, Min Defl. Ratio= 246.97 --------TABULAR SUMMARY OF LOAD COMBINATIONS -------- Maximums... Actual Moment = 100.5 ..... Stress= 22. 08 Shear = 13.40 . . . . . Stress= 3.06 Deflection = -1.458 fb / Fb : ¾ max· fv / Fv : ¾ max · Min. DL Defl Ratio= Min. TL Defl Ratio= V4.4D Cc) 1983-96 ENERCALC Allowable 1013",1 k-ft 23. 76 ksi 62.94 k 14.40 ksi 0.929 0.213 460.25 246.97 Moments .• M+@ Center M-@ Center @ Left @ Right Shears •.. @ Left @ Rjght Deflection •. @ Center @ Left @ Right at· 0.00 ft Reactions @ Left Reactions @ Right = = = = = = = = =- = = Placed for Max 100.5 . , 13.40 13.40 -1.458 0.000 0.000 13.40 13.40 DL Only 62:0 0.0 0.0 0.0 13.27 13.27 -0.899 0.000 0.000 . 0.000 8.27 8.27 Dead Load+ Loads Placed as follows LL LL+ST LL LL+ST @Cntr @Cntr @Cants @Cants 100.5 0.0 0.0 O.Q k-ft 0.0 0.0 0.6 0.0 k-ft 0.0 0.0 o.o 0.0 k-ft 0.0 0.0 0.0 0.0 k-ft 13.40 0.00 0.00 0.00 k 13."40 0.00 0.00 0.00 k -1.458 -0.899 0.000 0.000 in 0.000 0.000 0.000 0.000 in o;ooo 0.000 0.000 0.000 in 0,000 0.000 0.000 0.000 in 13.40 8.27 0.00 0.00 k 13.40 8.27 0.00 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 I .) I I I I I I I 1· ) I I I I I 1- lj '.i 1., I \ t -~j I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 . - STEEL BEAM DESIGN EAST COMPLEX -RETAIL AREA ROOF BEAM #3@ GRID LINE G (ROOFBM3.SBM) -----BEAM DATA ----- Center Span Length = 46.00 ft AISC Section Left Cantilever = 0.00--ft SectiQn Depth Right Cantilever = 0.00 ft Web Thickness Unbraced Length = 4.00 ft Section Wi"dth Beam Wt. is ADDED To applie~ loads Flange Thic.kness Live Load Not Acting with Short Term Section Area Fy ···· -··· =-------36ksi· section Weight Load Duration Factor = 1.00 rT, y Beam End Fixity.· : Pin: Pin = = = = = = = PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 11/04/97 STEEL 'seCTION DATA w14x74 14.17 in Ixx 0.450 in . Iyy 10.07 in sxx 0, 785 in Syy 21.80 in2 r:xx 74.02 # . -r:yy--.. 2.72 in 4 Page: Clio = 796.00 in4 = 134.00 in4 = 112.35 in3 = 26.61 in3 = 6.043 in = 2.479 in --------------'----------APPUED LOADS -------------------- --------------,-,--------.........,-Uniform Loads --'----------------------- Dead Load Live Load Distance To Start Distance To End = = 0.36 k/ft 0.24 k/ft 0.00 ft = 46.00 ft ---------------------SUMMARY-----------------~--- USING w14x74, Max Stress Ratio = 79.07¾, l'lin Defl. Ratio = 190.20 Maximums ••• Actual Allowable Moment = 175.9 222.5 k-ft ••••. Stress= 18. 79 23; 76 ksi Shear = 15.30 91.82 k ••••• Stress= "2.40 1~.40 ksi Deflection = -2 •. 902 fb / Fb : ¼ max 0.791 fv / Fv : ¾ max 0.167 Min. DL Defl Ratio = 294.83 Min. TL Defl Ratio = 190.20 V4.4D (c) 1983-96 ENERCALC ----------TABULAR SUMMARY OF LOAD. COMBINATIONS-------- Dead' Load+ Loads Placed as follows Placed DL LL LL+ST LL LL+ST for Max Only @Cntr @Cntr @Cants @Cants Moments.-. M+@ ,Center = 175.9 113.5 175.9 0.0 0.0 0.0 k-ft M-@ Center = @ Left = @ Right = Shears ••• @ Left = @ Right = Deflection.. @ Center = @ Left = @ Right - at 0.00,ft = Reactions Reactions @.Left @ Right = = 15.30 15.30 -2.902 0.000 0.000 15.30 15.30 0.0 0.0 o.o- 9.87 9.87 -1.872 0.000 0.000 0.000 9.87 9.87" -o.o o.o 0.0 0.0 k-ft 0.0 o.o 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 k-ft 15.30 0.00 0.00 0.00 k 15.30 0.00 0.00 o.oo k -'2.902 -1;872 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 15.30 9.87 0.00 0.00 k 15.30 9.87 o.oo 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 i .1 I l,1 I I I I I I I I ' i I I I I I I I I I ; MARTIN & DUNN, INC. STRUCTURAL & CIVlL ENGINEE!lING 7801 MISSION CEN.TER CT SUITE 400 SAN DIEGO, CA 92108 . STEEL BEAM DESIGN EAST COMPLEX -RETAIL AREA ROOF BEAM #3A@ GRID_LINE F (ROOFBM3A.SBM) -----BEAM DATA -'----- Center Span Length = 40.00 ft Left Cantilever = 0.00 ft Right Cantilever = · 0.00 ft Unbraced Length = 4. 00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy -: .. ··· · 36 ksi Load Duration Factor = 1.00 Beam End Fixity : Pin:Pin AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y = = = = = = = PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: '11/04/97 STEEL SECTION DATA w14x38 14.10 in Ixx 0.310 in Iyy 6.n in sxx 0.515 in Syy 11.20 in2 r:xx · 38.03 # r:yy . 1. 77 in ,& Page: Cl/,() = 385.00 in4 = 26.70 in4 = 54.61 in3 = 7.89 in3 = 5.863 in = 1.544 in --------'-----~---'------APPLIED LOADS __ __._ _______________ _,__ -----------------------,-Uniform Loads ---------------------- Dead Load Live Load Distance To Start Distance To End = 0.25 k/ft = 0.22 k/ft = 0.00 ft = 40.00 ft ----------'-------------SUMMARY..,....---,.--,-.----------------- USING w14x38, -Max Stress Ratio = 94. 71¾, Min Defl. Ratio-= 181. 72 ----------TABULAR SUMMARY OF LOAD COMBINATIONS-------- Maximums... Actual . Moment = --102.4 .. ..... stress= 22.50 Shear = _ 10.24 •.••. Stress= 2.34 Deflection = -2.641 fb / Fb : ¾ max fv / Fv : ¾ max Min. DL Defl Ratio= Min. TL Defl Ratio= . Allowable 108.1 k-ft 23. 76 ksi 62.94 k 14.40 ksi MomE!nts.. M+ @ CentE!r = 0.947 0.163 321.92 181.72 M--@ Center @ Left Shears .•• @ Right @ Left @ Right Deflection.. al C'enter @ Left = = = = = = at @ Right 0.00 ft = Reactions· @ Left = = Reactions @ Right = Placed for Max 102.4 10.24 10.24 -2.641 0.000 0.000 ·10.24 10.24 Dead L?ad + Loads Placed as follows DL LL, LL+ST LL I LL+ST Only @Cntr @Cntr @Cants @Cants 57.8 102.4 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 o.o 0.0 k-ft 0.0 o.o 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 o.o k-ft 5.78 10.24 0.00 0.00 O.OO·k 5.78 10.24 0.00 0.00 0.00 k -1.491 -2.641 -1.491 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 5.78 10.24 5.78 0.00 0.00 k 5.78 10.24 5.78 0.00 0.00 k V4.4D (c) 1983-96 ENERCALC GEORG; R. SAUNDERS ASSOCIATES, KW060361 I ··) I I I I I I I I ·) I I I· I I I I ) I I MARTIN & DUNN,. INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN EAST COMPLEX -RETAIL AREA ROOF BEAM #4@ GRIDLINE E (ROOFBM4.SBM) BEAM DATA Center Span Length -42.00ft AlSC Section Left Cantilever = 0.00 ft Section Depth Right Cantilever = 0.00 ft Web Thickness Unbraced Length = 4.00 ft Section Width Beam Wt. is ADDED To applied loads F Lange ·Thickness Live Load Not Acting with Short Term Section Area Fy = 36 ksi Section Weight Load Duration Factor = 1.00 rT, y Beam End Fixity Pin: Pin = = = = = = = PROJ.ECT #960240 ·LEGOLAND CARLSBAD .BEGINNING EAST COMPLEX, FSA · Date: 11/04/97 STEEL SECTION DATA w14x48 13.79 in lxx 0.340 in Iyy . 8.Q3 in sxx 0.595 in Syy 14.10 in2 r:xx . 47.87# . r:yy .. 2.13 in & Page: C. J "1 = 485.QO in4 = 51.40 in4 = 70.34 in3 = 12.80 in3 = 5,865 in = 1.909 in ---------------~----APPLIED LOADS -------------------- -------------~------'--Uniform Loads -------------------- Dead Load Live Load Distance To Start Distance To End = 0.241</ft = 0.21 k/ft = 0.00 ft = 42.00 ft -----------------------SUMMARY--------------------- USING w14x48, Max Stress Ratio ;: 79.61¾1 Min Def:l. Ratio = 201.35 --------------TABULAR SUMMARY OF LOAP COMBINATIONS -------- Maximums ••• Actual .Allowable Moment 110.9 139.3 k-ft .•••. Stress= 18.92 23. 76 ksi Shear = 10.56 67.52 k .•••. Stress= 2.25 14.40 ksi Deflection = -2.503 fb / Fb : ¾ max 0.796 fv / Fv : ¾ max 0.156 Min. DL Defl Ratio = 350.50 Min. TL Defl Ratio= 201·.35 -------~-· -..; Moments .• M+@ Center M-@ Center @ l,.eft @ Right Shears ••• @ Left @ Right· Deflection •• al Center ·@ Left al Right at 0.00 ft Reactions al Left Reactions @ Right = = = = = = = = = = = - PLacetj for Max 110.9 10.56 10.56 -2.503 0.000 0.000 10.56 10.56 Dead Load+ Loads Placed as follows DL LL LL+ST LL LL+ST Only @~ntr @Cntr @Cants @Cants 63.7 110.9 0.0 o.o o.o k-ft -0.0 0.0 O.Q 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 o.o k-ft 6.07 10.56 0.00 0.00 0.00 k ,6.07 10.56 0.00 o.oo 0.00 k -1.438 -2.503 -1.438 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 Q.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 6.07 10.56 6.07 0.00 0.00 k 6.07 10.56 6.07 0.00 0.00 k V4.4D Cc) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I .) I I I I I I I I I I I I I I I I --· I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 · STEEL BEAM DESIGN EAST COMPLEX -RETAlL AREA ROOF BEAM #4A al GRIDLINE D (ROOFBM4A.SBM) BEAM DATA Center Span Length = 48.00 ft AISC Section Left Cantilever = 0.00 ft section Depth Right Cantilever = o.oo ft Web Thickness Unbraced Length · = 4.00 ft Section Width Beam Wt. is ADDED To applied loads Flange ·Thickness Live Load Not Acting with Shprt ·rerm Section Area Fy . -36 Rsi Section Weight Load Duration Factor = 1.00 rT, y Beam End Fixity : Pin:Pin = = = = = = = PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA · Date: 11/04/97 STEEL SECTION DATA w14x61 13.89 in Ixx , 0.375 in Iyy. 9.99 in sxx 0.645 in Syy 17.90 in2 r:xx 60.78 # r:yy 2. 70 in L[1 Page: . C.-l €3 = 640.00 in4 = 107.00 in4 = ?2.15 in3 = 21.41 in3 = 5.979 in = 2.445 in· -----------------..----APPLIED LOADS ------------------....;..------ ---------------------Uniform.Loads------'--------------- Dead Load Live Load Distance To Start Distance To End · - = = 0.20 k/ft 0.18 k/ft 0.00 ft 48.00 ft -------------------------SUMMARY----------------------- USING w14x61, Max Stress Ratio= 68.63¾, Min Defl. Ratio= 205.87 --------TABULAR SUMMARY OF LOAD COMBINATIONS-------- Maximums ... Actual Allowable Moment = 125.2 182.5 k-ft •.•.. Stress= 16.31 23.76 ksi Shear = 10.43 75.01 k . • . . . Stress= 2.00 14.40 ksi Deflection = -2.798 fb / Fb : ¾ max 0.686 fv / Fv : ¾ max 0.139 Min. DL Defl Ratio = 345.89 Min. TL Defl Ratio= 205.87 V4.4D Cc) 1983-96 ENERCALC Moments .. M+ al Center M-al Center al Left @ Right Shear~ ••. al Left liJ Right Deflection .• al center al Left al Right at o.oo ft Reactions al Left Reactions @ Right = -· = = = = -· - = = = = Placeq for· Max 125.2 10.43 10.43 -2.798 0.000 0.000 10.43 10.43 Dead Load+ Loads Placed as follows DL LL LL+ST LL LL+ST Only alCntr alCntr @Cants @Cants 74.5 125.2 0,0 0.0 0.0 k-ft -0.0 -o.o o.o 0.0 0.0 k-ft o.o. 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 o.o 0.0 k-ft 6.21 10.43 0.00 0.00 0.00 k 6.21 10.43 0.00 o.oo 0.00 k -1.665 -2.798 -1.665 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 6.21 10.43 6.21 0.00 0.00.k 6.21 10.43 6.21 0.00 0.00 k ---.. GEORGE R. SAUNDERS ASSOCIATES, KW060361 I l'l I I I I I I I I --. \ j I I I I I I I I ._) I MARTIN & MARTIN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN EAST COMPLEX-RETAIL AREA ROOF BEAM #5 @) GRID LINE C (ROOFBM5.SBM) BEAM DATA Center Span Length -51.00 ft AISC Section Left Cantilever -0.00 ft Section Depth Right Cantilever = 0.00 ft Web Thickness Unbraced Length = 4.00 ft Section Width Beam Wt. is ADDED To applied loads Flange Thickness Live Load Not Acting with Short Term Section Area Fy = 36 ksi Section Weight· Load Duration Factor = 1.00 rT, y Beam End Fixity Pin:Pin = = = - = - = PROJE9T #960240 LEGOLAND CARLSBAD BEGINNING· EAST COMPLEX FSA ·. 11 /oJr-/q1 STEEL SECTION DAT A w14x68 14.04 in lxx 0.415 in lyy 10.03 in Sxx 0.720·in Syy io.oo in2 r:xx 67.91 # r:yy 2.71 in . Lg P11ge:C, \ C:, = 723.00 in4 = 121.00 in4 = 102.99 in3 = 24.12 in3 = 6.012 in = 2.460 in APPLIED LOADS------------------- Uniform Loads-------------------- Dead Load, Live Load Distance To Start Distance To End ""' 0.21 k/ft = 0.18 k/ft = 0.00 ft = 51.00 ft SUMMARY--------..__ ________ '---------- USING w14x68, M~x.Stress Ratio= 73.17%, Min Deft. Ratio= 183.70 Maximums ••• Actual Allowable Moment = 149.2 203.9 kcft ..... Stress 17.38 23.7~ ksi Shear = 11.70 83.90 ic ..... Stress = 2.01 14.40 ksi Deflection = -3.331 fb/Fb: %max= 0.732 fv / Fv : %max= 0 •. 139 Min. DL Defi Ratio = 306.66 Min. TL Defl Ratio = 183.70 V4.4D (c) 1983-96 ENERCALC .. TABULAR SUMMARY OF LOAD COMBINATIONS------ Moments., M+ @) Center M-@) Center @) Left @) Right Shears ... @) Left · @) Right Deflection .. @) Center @Left @) Right at 0.00 ft Reactions @) Left Reactions @Right = = = = =· = = = = = = Placed for Max 149.2 11.70 11.70 -3.331 0.000 0.000 11.70 1 i.70 Dead Load + Loads Placed· as follows DL LL LL+ST LL LL+ST Only @Cntr @)Cntr @Cants @Cants 89.4 149.2 o.o 0.0 0.0 k-ft -0.0 -0.0 0.0 0.0 0.0 k-ft o;o 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 o.o 0.0 0.0 k-ft 7.01 11.70 0.00 . 0.00 0.00 k 7.01 11.70 0.00 0.00 0.00 k -1 .~96 -3.331 -1.996 0.000 0.000 in O;OOO 0.000 0.000 0.000 0.000 in 0~000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 7.01 11.70 7.01 0.00 0.00 k 7.01 11.70 7.01 0.00 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I . j I--_/ I MARTIN & MARTIN, INC. STRUCTURAL & CIVIL ENGINEERINq 7801 MISSION CENTER CT SUITEA00 SAN DIEGO, CA 92108 STEEL BEAM.DESIGN EAST COMPLEX -RETAIL AREA ROOF BEAM #SA @ GRIDLINE B (ROOfBMSA.SBM) BEAM DATA PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA ·111~~,cn I I STEEL SECTION DATA .Li\. Page:C,?a Center Span Length = 35.00 ft AISC Section Section Depth Web Thickness Section Width. Flange Thickness Section Area Section Weight rT, y :ts12x8x1/2 Left Cantilever 0.00 ft Right Cantilever -0.00 ft Unbraced Length = 4.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy · · · -·· - · - · ·· ··· =· · 46 ksi Load Duration Factor = 1.00 Beam End Fixity Pin:Pin Dead Load Live Load Distance To Start~ Distance To End = 0.21 k/ft 0.19 k/ft = .. 0.00 ft = 35.00 ft = 12.00in lxx = 353.00 in4 = Q.500 in lyy = 188.00 in4 = 8.00 in Sxx = 58.83 in3 = 0.500 in Syy = 47.00 in3 = 18.40 in2 r:xx = 4.380 in 'I.= 62.47 #· ... r:yy. = 3.196 in = 0.00 in APPLIED LOADS-,.;.------------'----------- Uniform Loads----------,------------- SUMMARY-------------------- USING ts12x8x1 /2, Max Stress Ratio = 47 .58%, Mih· Deft. Ratio = 275.35 Maximums ... Actual Allowable Moment = 70.8 148.8 k-ft ..... Stress = 14.44 30.36 ksi Shear 8.09 110.40 k ..... Stress = 0.67 18.40 ksi Deflection = -1.525 fb / Fb : % max = 0.476 fv/Fv: %max= 0.037 Min. DL Defl Ratio = 463.96 Min. TL Deft Ratio = 275.35 V4.4D (c) 1983-96 ENERCALC TABULAR SUMMARY OF LOAD COMBINATIONS------- Moments •• M + @ Center M,@ Center @Left. @ Right Shears ... @Left @Right .Deflection •. @Center @Left @ Right at 0.00 ft Reactions @ Left Reactions @ Right = = = = = = -· = = = = Placed for Max 70.8 8.09 8.09 -1 .525 0.000 0.000 8.09 8.09 Dead Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 42.0 70.8 0.0 0.0 0.0 k-ft 0.0 -0.0 0.0 o.o 0.0 k-ft o.o 0.0 o.o 0.0 0.0 k-ft o.o 0.0 0.0 0.0 0.0 k-ft 4.80 8.09 0.00 0.00 0.00 k 4.80 8.09 0.00 0.00 0.00 k -0.905 -1.525 00,905 0.000 0.000 in 0.000 0.000 0.000 0.006 0.000 in O;OOO 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 4.80 8.09 4.80 0.00 0.00 k 4.80 8.09 4.80 0.00 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 1.-~ I I I I I I I I I I I I I I ' I I_) I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN EAST COMPLEX -NON-RETAIL.AREA ROOF BEAM #7@ GRID LINE X (ROOFBM7.SBM) -----BEAM DATA .....,.. ___ _ Center Span Length = 18. 00 ft AISC Section Left Cantilever = 0.00 ft Section Depth Right Cantilever = 0.00 ft Web Thickness Unbraced Length = 4.00 ft Section Width Beam Wt. is ADDED To applied loads · Flange·Thickness Live Load Not Acting with Short Term Section Area Fy = -46 ksi Section Weight Load Duration Factor = 1.00 rt, y Beam End Fixity Pin: Pin = = = = =· = PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA . . .ll/t/4'/crJ ' L STEEL SECTION DATA ts8x4x1/2 8.00 in Ixx 0.500 in Iyy 4.Qd in sxx 0.500 in Syy 10.40 in2 r:xx 35.31 # r:yy. 0.00 in .& Page: CZ,} = 75.10 in4 = 24.60 in4 = 1s.n in3 = 12.30 in3 = 2.687 in = 1.538 in -----------------------APPLIEP LOADS'......,.-......,--------------------------------------Uniform Loads ________ ...._ __________ _ Dead Load Live Load Distance To Start . , Distance To End = = 0.19 k/ft 0,21 k/ft 0.00 ft = 18.00 ft -----------------------SUMMARY------------------------ USING ts8x4x1/2, Max Stress R~tio = 37.03¾, Min Defl. Ratio= 458.60 --------,.-TABULAR SUMMARY OF LOAD COMBINATIONS-------- Maximums ... Actual Allowable Moment = 17.6 . 47 .5 ,k ... ft .•... Stress= 11.24 30.36 ksi Shear = 3.91 73.60 k . ...•. Stress= 0.49 18.40 ksi Deflection = -0.471 fb / Fb : ¾ max Q.370 fv / Fv : ¾ max 0.027 Min. DL Oefl Ratio = · 887.93 Min. TL Def l Ratio = 458.60 -· -. -. ·- V4.4D (c) 1983-96 ENERCALC Moments .. M+@ Center M-@ Center· @ Left al Right Shears .•• @ Left al Right Deflection •. @ Center al Left al Right at 0.00 ft Reactions al Left Reactions ·al Right = = = = .,. = -= = = Placed for Max 17.6 3.91 3.91 -0.471 0.000 0.000 3.91 3.91 Dead Load+ Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 9.1 17.6 0.0 0.0 0.0 k-ft -o.o -o.o 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 o.o 0.0 k-ft , 0.0 0.0 0.0 o.o 0.0 k-ft 2.02 3.91 0.00 0.00 0.00 k 2.02 3.91 0.00 0.00 0.00 k -0.243 -0 .. 471 -0.243 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 2.02 3.91 2.02 0.00 0.00 k 2.02 3.91 2.02 0.00 0.00 k \ GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I ,-1 I I I I I I I I I I I I -- I I I ; I ___,,../ I MARTIN & DUNN, INC. _ STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM .DESIGN EAST COMPLEX -NON-RETAIL AREA PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA ll/ottlcrJ . . £. Page:601~ \ ROOF BEAM #7A@ GRID LINE X -HEADER LATERAL LOAD CROOFBM7A.SBM) BEAM !)ATA S1EEL SECTION DATA Center Span Length = 18.00 ft . AISC Secticm ts8x4x1/2 Left cantilever ... 0.00 ft Section Depth = 8.00 in Ixx = 75.10 in4 Right Cantilever = 0.00 ft Web Thickness 0.500 in Iyy = 24.60 in4 Unbraced Length = 4.00 ft Section Width = 4.00 in sxx = 18.n in3 Beam Wt. is ADDED To applied loads Flange·Thickness = 0.500 in Syy = 12.30 in3 Live Load Not Acting with Short Term. Section Area = 10.40 in2 r:xx = 2.687 in Fy ---·= 46 ksi Section Weight -. =. 35.31 # · . r:yy -= 1.538 in Load Duration Factor = 1.00 rT, y = 0.00 in Note: MINOR AXIS BENDING Beam End Fixity : Fix:Fix --------------------------APPLIED' LOADS-------------------- -------------------Concer:itrated Loads ------------------------ Dead Load Distance To Load = 3.50 k = 9.00 ft ------------------------SUMMARY ___ __._ ____ _._ ___________ _ USING ts8x4x1/2, Max Stress Ratio= 28.37¾, Min Defl~ Ratio= 169.02 --------TABULAR SUMMARY OF LOAD COMBINATIONS -------- Maximums... Actual Moment = 8.8 •••.. Stress= 8.61 Shear = 2.07 •.••• Stress= 0.52 Deflection = -0.281 fb / Fb : ¾ max fv / Fv : ¾ max Min. DL Defl Ratio·= Min. TL Defl Ratio= V4.4D (c) 1983-96 ENERCALC Allowable 31.1 k-ft 30.36 ksi 73.60 k 18.40 ksi -Moments .• · M+ @ Center = 0.284 0.028 769.02 769.02 M-@ Center @ Left @ Right = = = @ Left _ = @ Right Deflection.. @ Center Shears ••• = = at React.ions _Reactions @ Left = al Right O.OO·ft - al Left = = @ Right = Placed for Max 8.8 2.07 2.07 -0.281 0.000 0.000 2.07 2.07 Dead Load+ Loads Placed as follows DL · LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @cants 8.4 0.0 0.0 0.0 0.0 k-ft . -8.8 0.0 o.o 0.0 0.0 k-ft -8.8 0.0 0.0 0.0 0.0 k-ft -8,8 0.0 0.0 0.0 0.0 k~ft 2.07 0 .• 00 0.00 0.00 0.00 k 2.07 0.00 0.00 0.00 0.00 k -0.281 0.000 -0.281 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 , 0.000 in 0.000 0.000 0.000 ,,. 0.000 \ 0.000 in 2.07 .o.oo 2.07 0.00 o.oo k 2.07' 0.00 2.07 0.00 0.00 k €:ORGE R. SAUNDERS ASSOCIATES, KW060361 / I I ---~ I I I I I I I I I I I I I I I _j I ·~/ I MARTIN & DUNN~ INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, ,CA 92108 STEEL BEAM DESIGN EAST COMPLEX-NON-RETAIL AREA ROOF BEAM #11 @ GRID LINE 6 (ROOFBM11.SBM) BEAM DATA Center Span Length -18.00 ft Left Cantilever --0.00 ft Right Cantilever = ·0.00 ft Unbraced Length = 18.00 ft Beam Wt. is ADDED To applied loads , Live Load Not Acting with Short Term Fy ·=· --46ksi Load Duration Factor = 1 .00 Beam End Fixity Pin:Pin AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y = = = = = = = PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA . t1,/44--/q1 STEEL SECTiON DAT A ts8x4x1/4 8.00 in lxx 0.250 in lyy 4.00 in Sxx 0.250 in Syy 5.59 in2 r:xx 18.98 # r:yy 0.00 in .A Page: Cl,? = 45.10 in4 = 15.30 in4 = 11.27 in3 = 7.65 in3 = 2.840 in = 1.654 in APPLIED LOADS----=---------,------------ Uniforin Loads.;..·--'---'-------------------- Dead Load Live Load Distance To Start··· Distance To End 0.18 k/ft 0.20 k/ft 0.00 ft = 18.00ft _ SUMMARY,.._ ------,------------------- USING ts8x4x1 /4, Max Stress flatio = 62.3'1%, Min Defl. Ratio = 299.79 TABULAR SUMMARY OF LOAD COMBINATIONS Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment = 16.2 25.9 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress = 17.20 27.60 ksi . for Max Only @Cntr @Cntr @Cants @Cants Shear = 3.59 ,36.80 k ..... Stress 0.90 18.40 ksi Moments .. M + @ Center ·= 16.2 8.1 16.2 0.0 0.0 0.0 k-ft Deflection = -0.721 M-@ Center = -0.0 0.0 0.0 0.0 0.0 k-ft fb / Fb : % max = 0.623 @ Left -0.0 0.0 0.0 0.0 0.0 k-ft fv / Fv : % max = 0.049, @.Right = 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 601.12 Sh!lars •.• @ Left ~ 3.59 1.79 3.59 0.00 0.00 0.00 k Min. TL Defl Ratio = 299.79 @ Right = 3.59 1.79 3.59 0.00 0.00 0.00 k Deflection .. @Center --0.7.21 -0.359 -0.721 -0.359 0.000 0.000 in @ Left = 0.000 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 0.000 0.000 in Reactions @Left = 3.59 1.79 3.59 1.79 0.00 0.00 k Reactions @Right = 3.59 • 1.79 3.59 1.79 0.00 0.00 k V4.4D (c) 1983-96 EN!=RCALC . GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUiTE 400 SAN DIEGO, CA 92108 STEEL BEAM .DESIGN BEAM@ GRID L:INE 6 MECH. EQUIP. ROOF BEAM. {ROOFBM12.SBM) BEAM DATA Center Span Length -. 20.00 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft Unbraced Length 4.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy = 46 ksi Load Duration Factor = 1 .00 Beam End Fixity Piri:Pin AISC Section Section Depth Web· Thickness Section Wldth Flange Thickness Section Area Section Weight rT,y = = = = = 'PROJECT# 960240 L:EGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA rtQoW l,1/q'-r /11 -z-/q B J Page:v2,£!; STEEL SECTION· DATA w12x30 12.34 in lxx = 238.00 in4 0.260 in lyy = 20.30 in4 6.52in Sxx = 38.57 in3 0.440 in Syy = 6.23 in3 8.7,9 in2 r:xx = 5.203 in 29.84 # r:yy = 1.520 in 1.73 in APPLIED LOADS--------------------- Dead Load Live Load Distance To Load Live Load Distance To Start Distance To End Concentrated Loads------------------- = 1 .50 k 6.10 k 7 .00 ,k 1 !50 k = 4.50 k 4.10 k . = 0.00 ft 0.00 ft 10.00 ft 18.00 ft Uniform Loads-----------------~---,--- 0.21 k/ft 0.00 ft 20.60 ft SUMMARY--------------------------- USING w12x30, Max Stress Ratio = 73.77%, Min Def!. Ratio = 379.85 TABULAR SUMMARY OF LOAD COMBINATIONS------- Maximums ••• Actual Allowable Dead Load + Loads Placed as follows Moment = 72.0 97.6 k-ft Placed DL LL LL+ST LL LL+ST .•.•. Stress = 22.40 30.36 ksi for Max· Only ·@cntr @Cntr @Cants @Cants Shear = 9.60 59.03 k ..... Stress = 2.99 18-40 ksi Moments .. M + @ Center = 12.Q 38.0 72.0 0.0 0.0 0.0 k-ft Deflection = -0.632 M-@·center --0.0 -0.0 0.0 0.0 0.0 k-ft fb / Fb : o/o max = 0.738 @Left = 0.0' o.o 0.0 0.0 0.0 k-ft fv / Fv : o/o max = 0.163 @ Right = 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 735.76 Shears ... @Left 8.40 3.95 8.40 0.00 0.00 0.00 k Min. TL Defl Ratio = 379.85 @ Right -9.60 5.15 9.60 0.00 0.00 0.00 k Deflection .. @ Center = -b.632 -6.326 -0.632 -0.326 0.000 0.000 in @ Left = 0.000 o.obo 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 0.000 0.000 in Reactions @ Left ~ 8.40 3.95 8.40 3.95 0.00 0.00 k Reactions @Right = 9.60 5.15 9.60 5.15 0.00 0.00 k V 4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDER$ ASSOCIATES, KW06036:t I I -~ I I I I· I· I I I ·1 I I I I I ·I ·I I ) _:_., I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN EAST COMPLEX -RETAIL AREA ROOF BEAM #13@ GRID LINE 6 (ROOFBM13.SBM) BEAM DATA Center Span Length = 15.00 ft AISC Section Left Cantilever = 0.00 ft Section Depth Right Cantilever = 0.00 ft Web Thickness Unbraced Length = 4.00 ft Section Width Beam Wt. is ADDED To applied loads Flange Thickness Live Load Not Acting with Short Term Section Area. Fy = --36 ksi-Section Weight Load Duration Factor = 1.00 rT, y Beam End Fixity Pin:Pin = = = = = = . PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA STEEL SECTION DATA w8x13 7.99 in lxx 0.230 in lyy 4.00 in Sxx 0.255 in Syy 3.84 in2 r:xx 13.04 # r:yy 1.01 in Page:t;,284 = 39.60 in4 = 2.73 in4 = 9.91 in3 = 1.37 in3 = 3.211"in = 0.843 in APPLIED LOADS.;..· ------------------ Uniform Loads··-------------------------- Dead Load - Live Load Distance To Start Distance To End = = = = 0.24 k/ft 0.27 k/ft 0.00 ft 15.00 ft SUMMARY--------------------------- USING w8x13, Max Stress Ratio·= 73.95%, Min Def!. Ratio = 351.68 TABULAR SUMMARY OF LOAD COMBINATIONS-_ ------ Maximums ••• Actual ··Allowable Dead Load + Loads Placed as follows Moment -· 14.5 19.6 k-ft Placed DL LL LL+ST LL LL+ST ••••. Stress = 17.57 23.76 ksi for·Max Only @Cntr @Cntr @Cants @Cants Shear -3.87 26.46 k ..... Stress = 2.11 14.40 ksi Moments •. M + @ Center 14.:5 7.1 14.5 0.0 0.0 0.0 k-ft Deflection =-0.512 M-@Center = 0.0 0.0 0.0 0.0 0.0 k-ft fb / Fb : % max = 0.739 @ Left = 0.0 0.0 o.o 0.0 0.0 k-ft fv/Fv: %max= 0.146 @ Right = 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 722.92 Shears ••• @ Left = 3.87 1.88 3.87 0.00 0.00 0.00 k Min. TL Def! Ratio = 351.68 @ Right = 3.87 1.88 3.87 0.00 0.00 0.00 k Deflection •• @Center = -0.512 -0.249 -0.512 -0.249 0.000 0.000 in @Left = 0.000 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 0.000 0.000 in Reactions ·@ Left = 3.81-1.88 3.87 1.88 0.00 0.00 k Reactions @ Right = 3.f37 1.88 3.87 1.88 0.00 0.00 k 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 I " ' 1 MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . Phone (619) 497-2118 Fax (619) 497-0429 · J9B . W@L/<Nr7-t?e;61 NN tN 0 SHEET NO. -oZt5-e? OF ____ _ --,. CALCULATED BY f?A:. . -a-otdtd ~ ~ATE t~f/q~'? __ _ CHECKED BY-.,..-...-'-----DATE ___ _ SCALE 0i111: J2/\qf_ ~MPWX: · "-s:.:: 6 -E • z s.~ s er t 1 2 .z 4 s s 7 e · 2: .. s.: -:-, .z: s as~ 1 6 1 2 z ~ s c, t · ~ 3 •• t,; -~ • :: J t:ft?G?~'? e ~OL-lt . _ . c~ -ro : P~60L-A-· J?f1/-?lb'N e W~6, car1 rte>< ·r0ii -1-Mi?~) ~;,{ 8.fi~ (z_i?,~~) . . --r -~---.----.,_. _ DL-tt wlt+t? t,,DAv.) ?~CTTO\\l~ 1Tf!1-:-L. -i:?Ao/W 6N ·11 1. --re,1-e>. ·t,,.-w~ ~1--1 Pt,-ex l<.f 2,5 ll.:-. ·: -. -. . ~-. 1' -~ ; ~~T t:Z>H ?L,,B,X. H/rX'. -r~,~ -= q I 1 i2y-.:-·:+ .... ---·: :.:. :: ..... ~-: ... .-... :.-::. -:~-=-~ ?-i--0A:(?<?.~) := i,.q~ c r,ti~ Dt..-') '. 1 ·:! _ ---=:f..y-:-:9;11 (ii.:'..-)~ o.a~ co.4-'"PL-) &7!2t\l.6t+I-~~----:i P'f LDM? t Y' .,, I !Zy :o,B~<co,.q.i.::oL--; {.~ .u;;r-1pu~-ourpu-r o.,e _ _ rt~\ l~6Ml.~B>M. -. 4 c:::r AM-1? -f~& 6H I A . ~f?M ) I, I MAX' .. 'o/llt~.l~KCID . -::. 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SHEETNO. ewe OF ____ _ CALCULATED BY f?'k' . . ¾dtd DATE _1_:1)_,_'cn__,__ __ CHECKED BY _______ DATE ____ _ SCALE wv· ~ 0t-t el,,@( · :rfMI~ WAQ0]?,s; \A/'~tr. l-hf\'V5-.... ······ ··. /l · J;y"' o.e,t~(o. ,;-i'771.,/ .18' 1 l,. -ft.---.. --12-x := i.011(-Cf.@~'1L.) -,v · · wuJ.0. ~ • 4 --~ . ·--:---~ ·-~ ~ - · (7~-~~ pu---r~ ~-u-r0v fl vG: f~&~ H2-. ~17H Jrt4o ~bfnA.'?~M) .HAY.: ~½37 '(Zla]D . -:::.. MA-Jo!2, M7 t-HINOIZ, AXl.7 ~-°' -t1 . -t-01 14:" ~ O,&.I · L.. I, o .· ( ', . . . ' . ~. •r I ""-:-"::""' .. ,. ~--.· -::-::.-:-" -~--:--7"':-N e.~ ..... :-:-:-, < _---:--::--" ~ ---:-:-.... " -,_ ~ ------. C .• -... " .-,. -.--' ,,-: ' .-. " -, .... -... -C -_ ,. ,.-..... ,-. ~ _ __J, •• . ,---JQB ttfkt>LA1Jo-~e,&1N~ ll~G MARTIN & DUNN, INC. I Structural & Civil Engineers ~ 7801 Mission Center Court Suite 400 > -SAN DIEGO, CA 92108 SHEJTT NO. cu l7 OF_~-- CALCULATE~ BY ff A::: _ 9-t)Jf..Jd DATE ~Z-f~1.,.......f3 __ I I I I. ,, I- I I. I ·1 I I I I I Phone (619) 497-2118 Fax (619) 497-0429 . Htht:: ~w\J:1q d-tmm~~ CHECKED BY · DATE ___ _ SCALF ~itb: ~-~kp1JZX. ul/l1iVt)? H$1W~ e tzi;51lr1 k -~ \1"f. kOA'O ~, e;I I . 7e;s' ,u:;f-i~~ ~<PiAt rt i..,1:r: f~H 9,. ~~\-1 JtNt? f~~7 A-.. _:;%-k) y.../ti. -rnZ~5' ~Ktio, ()cf)t) -r C?, "?6" -Ot ~ 6-t t O { HA:1Pll tHlNOt;( .. J. ~ rf:1/(X. '()~ION Ytr'1 WM & mo~ fD Pll?~t-d---Amci.t-t ,_ J]oiOBr-+(o,18~., f ~VI 11 e;' foe cD7 e}J t? toW l? lT~ · -z-0(1ti1 > J;:.. ~ Or 67'1 1ltKf -r~ ~ o~ wrzsu~ . ~ ?\ )(f:$YJ ifN~ ~"'? ~ ~ 1H1 ~ P~~u •r I -------,-. -.-.. -,_. ----, ;----.. -. -· ------_.---. ----. ---__ ;,-_ .. ..,-_. _-__ ~ -_ ---, _-_ ---~ --c -_-_ ~ _-..-..J .. - I I ~ I I , I I 1. I· I I I - ·1 I I I I 1- w mt. ---=e-, -=•""' ~ ~ ' . MARTIN & DUNN, INC. Structural & Civil Engineers . 7801 Mission Center Court Suite 400 . SAN DIEGO, CA 92108 Phone (619) 497-211'8 Fax (619) 497-0429 KL~l-f?elili~ 4 tb9Wmt~ JOB l)[hJvA1-lt7--'1i6'/NNU>.1G SHEET NO. · . CIZ8 ~ OF---'------ CALCULATED BY ffl . 8dd.,td DATE _--i,E-'/q:...;..{3 __ CHECKED BY ______ DATE ___ _ SCALE ~vi~ ~ Ct1}1Jq£)( ul;\;1t-WV ~ '~.HklN ~'(~ V/'7f'f Lc)A177 / ·H/tX· -rr~ 0J1D HkJO}l .f H { r,/6~ '., .. 0, I "7/1-r 0. f'l,/ots' ~ CJ, ~Cj <(/, ~ . Hlrx-9~-n.o ll V Co, 1'½),z. ..J-(o, 7;:q-zyd -:z:-t?, 4-Z, ~ liO ~ v~ ~ e~o? w rtrf3' ?61-. f'(l-oi/l Os-_ ¥\ xgO 0-10 u;}.] Dl1'1,l)iJ m-r 17t1~~ OF--tZJfZQ..\/46 .. •T I --' -. -, -~ • ~--'• -. " , -, ~ ~--•. -------, , -, • = -_ n .------. •" .-. ' --,. r ------_ .,. ,-••• c _-, ~ -_ •• ,-,. ~ .-----~ r. -•• • '-----I ;.:.::--.. •::::-::,:-< :3:_i[e7{ ·: : • .:i• '!~t~ ~-i-· .,.~: ·~,;· .:~,_ ·,r • :_. :::-:r ;:,4::· ", •• I I I I I I I I I I I I I 1. I I I I I ! ) -~ MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGrNEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 Page: C,t,0f STEEL BEAM DESIGN STRAIGHT HEADER W/ 1 PT. LOA[;) FOR PERGOLA (HORIZ. FORCE) FILE: PERGBM1 .SBM BEAM DATA Center Span Length Left Cantilever Right Cantilever Unbraced length = f8.oo ft = . 0.00 ft = 0.00 ft = 18.00 ft Live Load Not Acting with Short Term Fy = 46 ksi Load Duration Factor = 1.33 Beam End Fixity Pin:Pin Dead Load Short Term Load Distance To Load Short Term Load Distance To Start Distance To End = = = = = = 1.60 k 1.30 k 9.00 ft 0.09 k/ft 0.00 ft 18.00 ft STEEL Sl;CTION DAT A AISC Section ts6x6x1°/2 Section Depth = 6.00 in lxx = 50.50 in4 Web Thickness = 0.500 in. lyy = 50.pO in4 Section Width = 6.00 in Sxx = 16.83 in3 Flange Thickness = 0.500 in Syy = 16.83 in3 Section Area = 10.40 ih2 r:xx = 2.204 in Section Weight = 35.31 If r:yy = 2.204 in ff, y = O.OOih APPLIED LOADS------------------------ Concentrated Loads-----~------------- Uniform Loads SUMMARY------------------- USING ts6x6x1 /2, Max Stress Ratio ,;; 29.47%, Min Defl. Ratio = 385.10 Maximums ... Actual · Allowable Moment = 16.7 56.6 k-ft ..... Stress = 11.90 40.38 ksi Shear = 2.26 55.20 k ..... Stress = 0.38 18.40 ksi Deflection = -6.561 fb / Fb : %max= · · 0.295 fv / Fv : %max= 0,020 Min. DL Defl Ratio = 941.69 Min. TL Defl Ratio = 385.10 V4.4D (cl 1983-96 ENERCALC TABULAR SUMMARY OF LOAD COMBINATIONS------ Moments .. M + @ Center M-@· Center @Left @Right Shears ... @Left @ Right Deflection .. @ Center @Left @Right at 0.00ft Reactio·ns @left Reactions @Right = = = = = = = = =· = = Placed for Max 16.7 2.26 2.26 -0.561 6.000 0.000 2.26 2.26 Dead Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 7.2 0.0 16.7 0.0 0.0 k-ft -0.0 Q.0 -0.0 0.0 0.0 k-ft o.o 0.0 0.0 0.0 o.o k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.80 0.00 2.26 0.00 0.00 k 0.80 0.00 2.26' 0.00 0.00 k -0.229 6.000 -0.561 0.000 0.000 in 0.000 0.000 0.000 0.000 O.OOOin 0;000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.80 0.00 2.26 0.00 0.00 k 0.80 0.00 2.26 0.00 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I -~ I I I I I I I I I I I I I I I l I I - I MARTIN & DUNN, INC. STRUCTURAL & CIVIi,. ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 . STEEL BEAM DESIGN STRAIGHT HEADER W/ i PT, LOAD FOR PERGOLA (VERT. FORCE) FILE: PERGBM1A.SBM BEAM DATA H ltJ/1 • STEEL-SECTION DATA Center Span Length = 18;00 ft AISC Section ts6x6x1/2 Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft Unbraced Length = 18.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting· with Short Term Fy = . 46 ksi' Load Duration Factor = 1.33 Beam End Fixity Dead Load Short Term Load Distance To Load · Pin:Pin = 0.50 k = 0.40 k = 9.00 ft-· Section Depth = 6.00in lxx = 50.50 in4 Web Thickness = 0.500 in lyy = 50.50 in4 Section Width = 6.0Q in Sxx = 16.83 in3 Flange Thickness = 0.500 in Syy = 16.83 in3 Section Area = 10.40 in2 r:xx = 2.204 in Section Weight --------35.31 # -r:yy = 2.204 in rT, y = 0.00 in APPLIEDLOADS.........,...------------------Concentrated Loads-· __ ._,. ______________ _ SUMMARY------------------------- USING ts6x6x1 /2, Max Stress Rati9 = 9.67%, Min Defl. Ratio == 1161.47 TABULAR SUMMARY Of LOAD COMBINATIONS------ Maximums ... Actual Allowal:>le Moment = 5.5 56.6 k-ft ..... Stress = 3.91 40.31;1 ksi Shear = 0.77 55.20 k ••••• Stress = 0.13 18.40 ksi Moments .. M+ @ Center Deflection = -0.186 M-@Center fb/Fb: %max= 0.097 @ Left fv I Fv : % max = 0.007 @Right Min. DL Deft Ratio = 1679.26 Shears ••• @ Left Min. TL Defl Ratio = 1'161.47 @ Right · Deflection •• @Center @Left @Right at 0.00 ft Reactions @Left Reactions @ Right . --__ .,., -----~ ---~~-------·-·-·-----·-----------··--· Y4.4D. (c) 1983-96 ENERCALC = = = = . .,.. = = = = = = = Placed for Max · 5.5 0.77 .0.77 -0.186 0;000 0.000 0.77 0.77 Dead Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 3.7 0.0 5.5 0.0 0.0 k-ft -0.0 0.0 -0.0 0.0 0.0 k-ft o.o 0.0 . o.o 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.57 0.00 0.77 0.00 0.00 k 0.57 0.00 0.77 0.00 0.00 k -0.129 0.000 -0.186 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.57 0.00 0.77 0.00 0.00 k 6.57 0.00 0.77 0.00 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 'I ,-·) I I I I I I- I I I I I. I I I I 1. ~) I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN STRAIGHT !;EADER W/ 2 PT. LOADS FOR PERGOLA (HQRIZ. FORCE) FILE: PERGBM2.SBM BEAM DATA Page:c-U~ STEEL SECTION DAT A Center Span Length = 18.00 ft AISC Section ts8x6x1/2 Left Cantilever = 0.00 ft Section Depth = 8.00 ,n lxx = 103.00 in4 Right Cantilever = 0.00 ft· Web Thickness = 0.500 in lyy = 65.70 in4 Unbraced Length = 18.00 :tt Section Width = 6.00 in. S,qc = 25.75 in3 Flange Thickness = 0.500 in Syy = 21.90 in3 Live Load Not Acting with Short Term . Section Area = 12.4<>in2 r:xx = 2.882 in Fy -=. ---46ksr Section Weight ... 42,10 # r:yy 2.302 in = Load Duration Factor = 1.33 rT, y = 0.00 in Note: MINOR AXIS BENDING ! Beam End Fixity Pin:Pin APPLIED LOADS-.--'----------------- Concen1rated Loads------------------- Dead Load = 0,80 k 1.60 k J Short Term Load. --· -= 0.65 k · 1.30 k P~LA-V'6¢T. Distance To Load =· ·3,00 ft 9;00 ft Short Term Load Distance To Start Distance To End = 0.09 k/ft = 0.00 ft = 18.00 ft Uniform Loads-------------------- ) W IN\? I.Ot't"O orJ 772-tb tl-r o F ------'-----'---------'---'--Sl:IMMARY-------------------- USING ts8x6x1 /2, Max Stress Ratio = 25.61 %, Min Defl. Ratio = 424.98 Maximums ... Actual Allowable Moment 18.9 73.7 k-ft ..... Stress = 10.34 40.38 ksi Shear 3.47 110.40 k ..... Stress = 0.58 18.40 ksi Deflection = -0.508 fb / Fb : %max= 0.256 fv/Fv: %max= 0.031 Min. DL Defl Ratio = 986.81 Min. TL Defl Ratio = 424.98 TABULAR SUMMARY OF LOAD COMBINATIONS------ Moments .. M + @ Center M-@Center @Left @Right Shears ... @ Left @Right Deflection .. @ Center @Left @Right at 0.00 ft Reactions @Left Reactions @'Right = = = = = = = = = = = -- Placed for Max 18.9 3.47. 2.50 -0.508 0.000 0.000 3.47 2.50 Dead Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 8.4 -0.0 0.0 0.0 1.47 0.93 -0;219 0;000 0.000 Q,000 1.47 0.93 o.o 18.9 0.0 -0.0 0.0 0.0 0.0 0.0 0.00 3.47 0.00 2.50 0.000 -0.508 0.000 0.000 .0.000 --0.000· 0.000 0.000 0.00 3.47 0.00 2.50 0.0 0.0 0.0 0.0 0.00 0.00 0.000 0.000- . 0.000 0.000 0.00 0.00 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.000 in 0.000 in 0;000 in 0.000 in 0.00 k 0.00 k V4.4D Cc) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I <"") I I I I I I- I I I I I I I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 1l/tf7 • Page:CZ,&~ STEEL BEAM DESIGN -STRAIGHT HEADER'W/ 2 PT LOADS FOR PERGOLA (VERT. FORCE) FILE: PERGBM2A.SBM BEAM DATA · STEEL SECTION DAT A Center Span Length ;= 18.00 ft AISC Section ts8x6x1/2 Left Cantilever = 0.00 ft Section Depth = 8.00 in lxx = 103.00 in4 Right Cantilever = 0.00 ft Web Thickness = 0;506 in lyy = 65._70 in4 Unbraced Length = 18.00 ft Section Width = 6.00 in Sxx = 25.75 in3 Beam Wt. is ADDED To applied loads Flange 'Thickness = 0.500 in Syy = 21.90 in3 Live Load Not Acting with Short Term Section Are~ =· 12.40 in2 r:xx = 2.882 in Fy Load Duration Factor Beam End Fixity Dead Load Short Term Load Distance To Load -· = --46 ksi · Section Weight = 42.10 # r:yy = 2.302 in 1.33 rT, y = O.OOin Pin:Pin APPLIEDLOADS----------,-------------Concentrated Loads--_;,_ _______________ _ = 0.40 k 0.80 k 5 O.::YJ 60\,..A = 0.20 k 0.40 k rv~ v~. l..0/o? + wtiJ'1 t..o..41' =--3.00 ft" 9;00 ft : . . - SUMMARY--------------------- USING ts8x6x1 /2, Max Stress Ratio .= 9.24%, Min Deft. Ratio = 1565.30 TABULAR SUMMARY .OF LOAD COMBINATIONS------ Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment 8.0 86.6 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress = 3.73 40.38 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 1.48 73.60 k ..... Stress = 0.18 18.40 ksi Moments .. M + @ Center 8.0 5.9 0.0 8.0 0.0 0.0 k-ft Deflection = -0.138 M-@Center = -0.0 0.0 -0.0 0.0 0.0 k-ft fb / Fb : % max = 0.092 @ Left = 0.0 0.0 0.0 0.0 0.0 k-ft fv/Fv: %max= 0.010 @Rigot = 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Deft Ratio = 2095.28 Shears ... @Left = 1.48 1 .11 0.00 1.48 0.00 0.00 k Min. TL Deft Ratio = 1565.30 @Right = 1.08 0.85 0.00 1.08 0.00 0.00 k Deflection .. @Center-= -0.138 -0.103 0.000 -0.138 0.000 0.000 in @Left = 0,000 0.000 0.000 0.000 0.000 0.000 in @Right = 0.000 O.OOQ 0;000 0.000 0.000 0.000 in at 0.00 ft = 0.000 6.000 0.000 0.000 0.000 in Reactions @Left 1.48 1.11 0.00 1.48 o.oo 0.00 k Reactions @ Right = 1:08 0.85 0.00 1.08 0.00 0.00 k Y4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I ,,.,--,.,. ' .. ) ' . I I I I I I- I I I I I I I I I . ) I ~~ _,;,,-4" I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN lf_urw60 . · . R/1,lctMl' HEADER 'N/ 1 PT. LOAD FOR PERGOLA (HORIZ. FORCE) FILE: PERGBM3.SBM Page:C2fjj BEAM DATA Center Span Length --+---------~ STEEL SECTION DATA~------------ = 16.00 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft Unbraced Length = 16.00 ft Live Load Not Acting with Short Term Fy ·· · · -·-·· · = · -46 ksi Load Duration Factor = 1 .~3 Note: MINOR AXIS BENDING ! Beam End Fixity Dead Load Short Term Load Distance To Load Short Term Load Distance To Start Distance To End = = = = Pin:Pin 1.60 k .. 1.30 k 8.00 ft 0.09 k/ft 0.00 ft 1-6.00 ft AISC Section ts8x4x1/2 Section Depth -8.00 in lxx = 75.10in4 Web Thickness = 0.500 in lyy 24.60 in4 Section Width 4.00-in Sxx = 18.77 in3 Flange Thickness = 0.500 in Syy = 12.30 in3 Section Area = 10.40 in2 r:xx = 2.687 in Section Weight·· -35.31 # r:yy = 1.538 in rt, y = 0.00 in APPLIED LOADS------------------- C~ncentrated Loads-'-------'-------------- Uniform Loads---'--------------------- -----------~------'-~--SUMMARY-------------------- USING ts8x4x1/2, Max ~tress Ratio = 34.99%, Min Defl. Ratio = 244.45 TABULAR SUMMARY OF LOAD COMBINATIONS------- Maximums .•• Actual Allowable De~d Load + Loads Placed as follows Moment = 14.5 41.4 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress = 14.13 40.38 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear 2.17 73.60 k ..... Stress = 0.54 18.40 ksi Moments .. M+ @ Center = 14,5 6.4 0.0 14.5 0.0 0.0 k-ft Deflection . = -0.785 M-@Center = -0.0 0.0 -0.0 0.0 0.0 k-ft fb / Fb : %max= 0.350 @Left = 0.0 0.0 0.0 0.0 0.0 k-ft fv / Fv : %max= 0.029 @ Right 0.0 0.0 o.o 0.0 0.0 k-ft Min. DL Defl Ratio = 580.58 Shears •.• @ Left = 2.17 0.80 0,00 2.17 0.00 0.00 k Min. TL Defl Ratio = 244.45 @Right = 2.1.7 0.80 0.00 2.17 0.00 0.00 k Deflection .. @ Center --0.785 -0.331 0.000 -0.785 0.000 0.000 in @Left = 0.000 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 6.00 ft = 0.000 0.000 0.000 0.000 0.000 in Reactions @Left = 2.17 ().80 0.00 ~.17 0.00 0.00 k Reactions @Right = 2.i7 0.80 0.00 2.17 0.00 0.00 k -· ----~--. -.. ·-·------·--.... -... ·-· --. --~----~ -·---~ ------------ 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 I I I I •---./ I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN ~ HEADER W/ 1 .PT. LOAD FOR PERGOLA (VERT. FORCE) FILE: PERGBM3A.SBM BEAM DATA Page:C,,Z,8t STEEL SECTION DATA Center Span Length = 16.00 ft AISC Section ts8x4x1/2 Left Cantilever = 0.00 ft Right Cantilever -0.00 ft Unbraced Length = 16.00 ft Beam Wt. is ADDED To appiied loads Live Load Not Acting with Short Term Fy -· 46ksi' Load Duration Factor = 1.33 Beam End Fixity Pin:Pin Dead Load -'-0.50 !c Short Term Load = 0.40 k Distance To Load: -~--8.00 ft Section Depth = 8.00 in lxx = 75.10in4 Web Thickness 0.500 in lyy Section Wil!th = 4.00 in Sxx = 24.~0 in4 = 18.77 in3 Flange Thickness = 0.500 in Syy = 12.30 in3 Secti.on Area = 10.40 ih2 r:xx = 2.687 in Section Weight · · 35.31 # r:yy = · 1.538 in rT, y = 0.00 in APPLIED LOADS------------------- Concentrated Loads-------,,-------------- SUMMARY--,---------------------- USING. ts8x4x1 /2, Max Stress Ratio = 8.24%, Min Defl. Ratio = 2263.06 TABULAR SUMMARY OF LOAD COMBINATIONS------ Maximums .. , Actual Allowable Dead Load + Loads Placed as follows Moment -4.7 57.4 k-ft Placed PL LL LL+ST LL LL+ST ..... Stress·· = 3.02 36.71 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = o.n 73.60 k ..... Stress = · 0.09 18.40 ksi Moments •. M + @ Center 4.7 3.1 0.0 4.7 0.0 0.0 k-ft Deflection = -0~085 M-@ Center = -0.0 0.0 -0.0 0.0 0.0 k-ft fb/Fb: %max:= 0.082 @Left = 0.0 0.0 0,0 0.0 0.0 le-ft fv/Fv: %max= 0.005 @ Right 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = . 3324.14 Shears •.• @.Left = 0.73 0.53 0.00 0.73 O.Ob 0.00 k Min. TL Defl Ratio = 2263.06 @ Right = 0.73 0.53 0.00 0.73 0.00 0.00 k Deflection .. @Center = -0.085 -0.058 0.000 -0.085 0.000 0.000 in @ Left = 0;000 0.000 0.000 0.000 0.000 0.000 in @Right ·o.ooo 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft = Q.000 0.000 0.000 0.000 0.000 in Reactions. @Left = 0.73 0,53 0.00 0.73 0.00 0.00 k Reactions @ Right = ·o.73 0.53 0.00 0.73 0.00 0.00 k -w •• =· ... V4.4D (c) 1983-96 ENERCALC . GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I ''7) I I I I I I- I I ' .: I I I I I I I I _) I MARTIN & DUNN, INC. STRUCTURAL_& CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 .. Page:C'2-6tk I STEEL BEAM DESIGN CURVED HEADER W/ 3 PT. LOADS FOR PERGOLA (HORIZ. FORCES) FILE: PERGBM4.SBM BEAM DATA STEEL SECTION DATA Center Span Length = 32.00 ft AISC Section : ts12x8x1/2 Left Cantilever = 0.00 ft Section Depth = 12.00 in lxx = 353.00 in4 Right Cantilever = 0.00 ft Web ThicknE!SS = 0.500 in lyy .-i88.90 in4 Unbraced Length = 32.00 ft Section Width 8.00 in Sxx · = 58.83 in3 Flange Thickness = 0.500in Syy = 47.00 in3 Live Load Not Acting with Short Term Section Area = 18.40 in2 r:xx = 4.380 in Fy = 46 ksi Section Weight = 62.47 # r:yy = 3.196 in Load Duration Factor = 1,33 rT, y = 0.00 in Note: MINOR AXIS BENDING ! Beam End Fixity Dead Load Short Term Load Distance To Load Short Term Load Distance To Start Distance To End .Fix:Fix APPLIED LOADS------------------- Concentrated Loads-------------------= 1.60 k. 1.:60·k 1.60 k = 1.30 k 1.30 k 1.30 k . = 8.00 ft 16.00 ft 24.00 ft = 0,09 k/ft = 0.00 ft = 32.00 ft Uniform Loads---------------------- -------------~--'-------SUMMARY------~~------------ USING ts12x8x1 /2, Max Stress Ratio = 25.51 %, Min befl. Ratio = 980~53 TABULAR SUMMARY OF LOAD COMBINATIONS------ Maximums ••• Actual Allowable Dead Load + Loads Placed as follows Moment = 36.7 143.8 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress = 9.37 36.71 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 5.79 147.20 k . ..... Stress = 0.72 18.40 ksi Moments •• M+ @ Center = 36.7 9.6 0.0 21.2 0.0 0.0 k-ft Deflection = -0.392 M-@Center = -16.0 0.0 -36.7 0.0 0.0 k-ft fb / Fb : % max = 0.255 · @Left = -16.0 0.0 -36.7 o.o 0.0 k-ft fv/Fv: %max= 0.039 @ Right = -16.0 0.0 -36.7 0.0 0.0 k-ft Min. DL Defl Ratio = 2218.46 Shears ... @ Left = 5.79 2.40 0.00 5.79 0.00 0.00 k Min. TL Defl Ratio = 980.53 @Right = 5.79 2.40 0.00 5.79 0.00 0.00 k Deflection .. @Center = -0.392 -0.173 0.000 -0.392 0.000 0.000 in @Left = 0.000 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 0.000 0.000 in Reactions @ Left = 5.79 2.40 0.00 5.79 0.00 0.00 k Reactions @Right = 5.79 2.40 0.00 5.79 0.00 0.00 k V4.4D (c) 1983-96 ENERCALC GEORG.ER. SAUNDERS ASSOCIATES, KW060361 I I .. -~1 I I I I I I- I I I I I I I I I j I _/ I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL BEAM DESIGN CURVED HEADER W/ 3 PT. LOADS FOR PERGOLA (VERT. FORCES) FILE: PERGBM4A.SBM BEAM DATA Page:C,,U,M $TEEL SECTION DATA Center Span Length = 32.00 ft AISC Section : ts12xBx1 /2 Left Cantilever -· 0.00 ft Section Depth = 12,00 in lxx = 353.00 in4 Right Cantilever = 0.00 ft Web Thickness = 0.500 in lyy = 188.QO in4 Unbraced Length = 32.00 ft Section Width 8.00 in Sxx = 58.83 in3 Beam Wt. is ADDED To applied loads Flange Thickness = o.500 in Syy = 47.00 in3 Live Loa,d Not Acting with Short Term Section Area :;: 18.40 in2 r:xx = 4.380 in . Fy Load Duration Factor Beam End Fixity Dead Load Short Term Load Distance To Load. Dead Load Distance To Start Distance To End = 46ksr Section Weight = 62.47 # r:yy = 3.196 in = 1.33 rT, y = 0.00 in Fix:Fix APPLIED LOADS------------------- Concentrated Loads------------------- ,= 0.80 k 0.80 k 0 .. 80 .k = 0.40 k 0.40 k 0.40 k = 8.00 ft 16.00 ft 24.00 .ft = -0.09 k/ft = ,o.oo ft = 32.00 ft Uniform Loads--------------------- SUMMARY---------------------- USING ts 12x8x1 /2, Max Stres~ Ratio = 13.90%, Min Defl. -Ratio = 2754.28 Maximums ••• Actual Allowable Moment = 25.0 180.0 k-ft ..... Stress = 5.10 36.71 ksi Shear = 4.24 110.40 k ..... Stress = 0.35 18.40.ksi Deflection = -0.139 fb / Fb : %max= 0.139 fv/Fv: %max= 0.019 Min. DL Defl Ratio = 3299.73 Min. TL Defl Ratio = 2754.28 V4.4D (c) 1983-96 ENERGALC TABULAR SUMMARY OF LOAD COMBINATIONS------ Moments •• M + @ Center M-@Center @ Left @Right Shears ... @ Left @Right Deflection .. @Center @Left @ Right at 0.00 ft Reactions @Left Reactions @ Right = = = = - = = = =- = = Placed for Max 25.0 4.24 4.24 -0.139 0.000 0.000 4.24 4.24 Dead-Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only· @Cntr @Cntr @Cants @Cants 11.3 0.0 13.7 0.0 o.o k-ft -21.0 0.0 -25.0 o.o 0.0 k-ft -21.0 0.0 -25.0 0.0 0.0 k-ft -21.0 0.0 -25.0 0.0 0.0 k-ft 3.64 · 0.00 4.24 0.00 0.00 k 3.64 o.oo 4.24 0.00 0.00 k -0.116 0.000 -0.139 0.000 0.000 in 0.000 O.OOC> 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0;000 0.000 0.000 0.000 in 3.64 0.00 4.24 0.00 0.00 k 3.64 0.00 4.24 0.00 0.00 k GEORGE R. SAUNDERS ASSOCIATES, KW060361 I JOB U# LAf-It? .-~~lt-•hl l l--1 b 1,0 \-. MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. V 'J-t:j OF CALCULATED BY..,.~..,..~-,-·~---·-----------=--DATE-t-.6/-91 ___ _ CHECKED BY. ·. 1' . · / 1 ) ""-t . / I· 1··· - I I I I·~ I 1··: (. I I Phone (619) 497-2118 · --· · Fax (619) 497-0429 . . -. -- -•-··--. . ' ~ 3 .: 5 = : 3 I 2: ,l .: _S • ~ i' -?, _.: ,: : .: S ~ i' ~ '~ .-: -. _--. --, .. ,, I ' : ·'to~l'v •. ! .. I I . . . .. C,a!JJM~ JCR. . . tn-t tu1?ll ·· ···· · ··· :........ . l'?, 11~+ ~1 ~~ :ri i ~ .·····--· .-: .. t>,'?~f · t41c:..~ __ 10.2-i.::.-···-'"-.• _ ~:1M1fl·"t~ . ; -Z,')(~°7 ' . ' . . -------------~~~ DATE I,_-, ' ~A~e-t2,tf.4: ~ ~M~J£;< . . ·-·-·· ' : . . .. .. . . ...................... -l-UH.... . I . ~,c~_qt~+·~~·;:i·~··_t(5·~ ··~· · ·:····:··: y.. . • J I I: , . I~ . .~t.!Jl1+-.\ .. ~~~~ .. "5.~1';_ . · .... : .. . t~J.'--f ; . ~ 111,l Ob -~ T: · -celM k( I?;., c,,, :o•s,,ic, -. ···" ,:,~---~ 9, 0' ,-, -:~-----• . . -: --~ : . ......... f .......... 11.,:t.~~Jk .. · --~=. ~~ . . l'--····--,--·--··-··-·1~~13"k··1-··U;· ... . . ~'ff t ii.fo~:'.'-1$-!';:. , e; JI'' !<''f,~~+z;:.. ie:z;~;; : ~ ' , , -- .. •! • ' -~-... -.. .-... _.-------·;·-----·---' • 7 . ' . •. L .4:'-~~-t-· 5.z..ic=---:; w~ .· -....... . . . :-·-·· .. ------. ,. • 7. • ' . --~ :·· . ~)' I .... .,.,._. . . . . -.. ~ ... ,~~--· .. -. . . . • ~ ~ • • -g ~ • r • h ~ • U ft••~•~ -~·n • ••ha• h R ~~a•:•• ft•~.•: -• R -.... .. ------. . ~-- ·:{ ,.. .. ,_, - I l,1 I I I I I I- I I ' J I I I I I I I ,~ I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL COLUMN DESIGN RETAIL AREA COLUMN #1 -USE 12" DIA. PIPE TO MATCH PERIMETER COLUMN DATA AISC Section p12xs Axial Qead Load = Column Height = 14.00 ft Live Load = Fixity @Top Pinned Short Term = Fixity @ Bottom Pinned Unbraced Lengths ... For Y-Y Buckling = 14.00 ft XcX Axis Moments: Top For X-X Buckling-.. 14.00 ft Bottom DESIGN DATA Btwn Ends Fy = 46 ksi Y-Y Axis Moments Top Load Duration Factor -1.000 Bottom Live & Short Loads Don't Combine Btwn Ends Sidesway ... X-X Axis : Restrained Point Loads· :X-X Axis Y-Y Axis : Restrained Y-Y Axis _Effective Le_ng_th Factors.,. Uniform Lo_ads X-X.'. .. X-X Axis = 1.00 Y-Y Y-Y Axis = 1.00 SECTION DATA Depth = 12.75 in Width = 0.00 in Combined Stress 1,atios ... Top Thickness = 0.000 in Formula H1-1 Web Thickness = 0.500 in Formula H1-2 Area = 19.200 in2 Formula H 1-3 Weight = 65.190 plf Actual & Allowable Stresses ... rT = 0.000 in Fa : Allowable !xx 362.0 in4 fa: Actual Sxx ..... 56.8 in3 Fb:xx : Allow [F1-6J Rxx 4.34in " " [F1-7 & F1-8) lyy = 362.0 in4 fb:xx Actual Syy = 56.8 in3· Fb:yy: Allow [F1-6] Ryy = 4.34 in " " [F1-7 & F1-8J fb:yy Actual Max X-X Axis Deflection Max Y0 Y Axis Defl~ction & Page:C,&,) APP~IED LOADS 16.60 k "Y" Eccentricity = 0.00 in 10.20 k "X" Eccentricity = 0.00 in 0.0 k Dead Live Short X:Start X:End- = -None- =. · -None- = -None-- --None- = -None-- = -None-- = --None- = -None-- --None-- = -None- SUMMARY. Dead Live DL + LL DL + ST- = = = 0.036 0.022 0;058 0.036 = 24.13 24.13 24.13 24.13 ksi = 0.86 0.53 1.40 0.86 ksi = 30.36 30.36 30.36 30.36 ksi = 30.36 30,36 30.36 30.36 ksi = 0.00 0.00 0.00 0.00 ksi = 30.36 30.36 30.36 30.36 ksi = 30.36 30.36 30.36 30.36 ksi =· 0.00 0.00 0.00 0.00 ksi = 0.000 in at 0.00 ft from column base = 0.000 in at 0.00 ft from column base Intermediate Stre~s Calculation Values F'ex (DL+LL) = 99756 psi Cm:x (DL + Lt) = 0.60 Cb:x (DL+LL) 1.75 F'ey (DL+LL) 99756 psi Cm:y (DL + LL) 0.60 Cb:y (DL + LL) = 1.75 F'ex (DL+LL+ST) = 99756 psi Cm:x (DL + L,.L + ST) = 0.60 Cb:x (DL +LL+ ST) = 1.75 F'ey (DL+LL+ST) = 99756 psi Cm:y (DL+LL+ST) = 0.60 Cb:y (DL +LL+ ST) = 1.75 V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I D I I I I I I- I I: -j I I I I I I I . j . I ,·_,· I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION· CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL COLUMN DESIGN RETAIL AREA COLUMN #2-MAX. LOAD ON TS4X4X1/4@ GRID LINE 6 COLUMN DATA AISC Section :ts4x4x1 /4 Axial Dead Load = Column Height = 14.00 ft Live Load Fixity@ Top Pinned Short Term Fixity @ Bottom Pinned Unbraced Lengths ... For Y-Y Buckling = 14.00 ft X-X Axis Moments: Top Bottom Btwn Ends Top Bottom Btwn Ends X-X Axis Y-Y Axis x-x For X-X Buckling = 14.00 ft DESIGN DATA Fy = 46 ksi Y-Y Axis Moments Load Duration Factor = 1.000 Live & Short Loads Don't Com_bine Sidesway ... X-X Axis : Restrained Y-Y Axis : Restrained Effective Length Factors ... X-X Axis = 1.00 Y-Y Axis = 1.00 SECTION DAT A Depth Width Top Thickness Web Thickness Area Weight rT lxx Sxx Rxx lyy Syy Ryy 4.00 in = 4.00in = 0.250 in "" 0.250 in = 3.590 in2 = 12.189 pit = 0.000 in = = 8.2 in4 4 •. 1 in3 1.5-1 in 8.2 in4 4.1 in3 1.5-1 in Point Loads Uniform Loads Y-Y Combined Stress Ratios ... Formula H1-1 Formula H1-2 Form'ula H 1-3 Actual & Allowable· Stresses ... Fa : Allowable fa: Actual Fb:xx : Allow [F1-6] " [F1-7 & F1-8] fb:xx Actual !=b:yy : Allow [F1-6i " " [F1-7 & F1-8] fb:yy Actual Max X-X Axis Deflection Max Y-Y Axis Deflection Page: C,~d APPLIED LOAOS------------- 10.20 k "Y" Eccentricity 8.70 k "X" Eccentricity O.Ok Dead Live Short = --None--= ----None-= -None-- -None- = --None-- -None-- -None-- -None-- -Non!!-: = --None-- X:Start 0.00 in 0.00 in X:End- SUMMARY------------~ = = = = = = Dead 0.235 0.103 12.11 2.84 30,36 30.36 0.00 30.36 30.36 0.00 Live 0.200 0.088 12.11 2.42 30.36 30.36 0.00 30.36 30.36 0.00· DL + LL 0.435 0.191 12.11 5.26 30.36 30.36 0.00 30.36 30.36 o.oo DL + ST- 0.235 0.103 12.11 ksi 2.84 ksi 30.36 ksi 30.36 ksi 0.00 ksi 30.36 ksi 30.36 ksi 0.00 ksi 0.000 in at 0.00 ft from column base 0.000 in at 0.00 ft from column base Intermediate Stress Calculation Values F'ex (DL+LL) -12115 psi Cm:x (DL + LL) = 0.60 Cb:x (DL + LL) = 1.75 F'ey (DL+LL) = 12115 psi Cm:y (DL + LL) --------0.60 Cb:y (DL + LL) = 1.75 F'ex (DL+LL+SD = 12115 psi Cm:x (DL+LL+sn = 0.60 Cb:x (DL+LL+sn = 1.75 F'ey (DL+LL+ST) 12115 psi Cm:y (DL+LL+ST) = 0.60 Cb:y (DL+LL+sn = 1.75 V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I.<~) I I I I I I- I 1· I I I I I I I ' ) I __ ,/ I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 -! \ /44 /q 1 lr01?tP Page:?~)?• I STEEL COLUMN DESIGN NON-RETAIL AREA COLUMN #3 -MAX. LOAD ON TS4X4X1/4 COLUMN DATA AISC Section :ts4x4x1 /4 Axial Dead Load Column Height --14.00 ft Live Load Fixity @ Top Pinned Short Term = Fixity @ Bottom Pinned Unbraced Lengths ... For Y-Y Buckling = 14.00 ft X-X Axis Moments: top Bottom· BtwnEnds Top Bottom Btwn·Ends X,X Axis Y-Y Axis X-X For X-X Buckling = 14.00 ft DESIGN DATA---- Fy = 46 ksi Y-Y Axis Moments Load Duration Factor = 1 .000 Live & Short Loads Don't-Combine Sidesway ••• X-X Axis : ijestrained Y-Y Axis : Restrained Effective Length Factors ... X-X Axis = 1 .00 Y-Y Axis = LOO SECTION DATA Depth = 4.00 in Width = 4 .. 00 in Top Thickness = 0.250 in Web Thickness = 0.250in Area = 3.590 in2 Weight ~ 12.189 plf rT -0.000 in !xx 8.2 in4 Sxx = 4.1 in3 Rxx = 1 .51 in lyy = 8.~ in4 Syy = 4.1 in3 Ryy = 1.51 in Point Loads Uniform Loads Y-Y Combined Stress Ratios ... Formula H1-1 Formula H1-2 Formula H1-3 Actual & Allowable Stresses ••• Fa : Allowable fa: Actual Fb:xx: Allow [F1-61 .. " [F1-7 & F1-8J fb:xx Actual Fb:yy: Allow [F1-6] " " [F1:7 & F1-8] fb:yy Actual Max X-X Axis Deflection .. . APPLIED LOADS------------- 13.50 k "Y" Eccentricity 11 .00 k "X" Eccentricity ·o.o k Dead Uve, Short = -None- =·-· -None- = -None-- -None-- = -None-- = --None-- = -None-- = ·-None-- = --None-= --None-- X:Start o.oo in 0.00 in X:End- SUMMARY--------------- Dead = . 0.310 = 0.136 1·2.11 = 3.76 30.36 30.36 0.00 30.36 = 30.36 =-~ 0.00 Live 0.253 0,111 12. i 1 3.06 30.36 30.36 0.00 30.36 30.36 0.00 0.000 in at DL + LL 0.563 0.247 12.11 6.82 30.36 30.36 0.00 30.36 30.36 0.00 DL + ST- 0.310 0.136 12.11 ksi 3.76 ksi 30.36 ksi 30.36 ksi 0.00 ksi 30.36 ksi 30.36 ksi 0.00 ksi 0.00 ft from column base Ma~ Y-Y Axis Deflection = 0.000 in at 0.00 ft from colµmn base F'ex (DL+LL) F' ey (DL + LL) F'ex (DL+LL+ST) F'ey (DL+LL+ST) Intermediate Stress Calcula~on Values----------------- 121 1"5 psi Cm:x (DL + LL) = 0.60 Cb:x (DL + 1,.L) = 1.75 -12115psi Cm:y(DL+LL)····· -0;60 Cb:y{DL+LL) = 1.75 = 12115 psi Cm:x (DL+LL+STI = 0.60 Cb:x (DL+LL+SD = 1.75 = 12115 psi Cm:y (DL+LL+ST) 0.60 Cb:y (DL+LL+ST) = 1.75 V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 1./) I I I I I I· I I ·i ' I I I I I I I ' ) ,,~· I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL COLUMN.DESIGN RETAIL AREA COLUMN #4 COLUMN DATA AISC Section ts12x4x3/8 Axial Dead Load Column Height = 14.00 ft Live Load Fixity@ Top Pinned Short Term Fixity @ Bottom Pinned Unbraced Lengths ... · For Y-Y Buckling = 14.00 ft X-X Axis Moments: For X-X Buckling-= 14.00 ft DESIGN DATA---- Fy = 46 ksi Y-Y Axis Moments. Load Duration Factor = 1 .000 Live & Short Loads Don't Combine Sidesway ... X-X Axis : Restrained Point Loads · Y-Y Axis : Restrained Effective Length Factors ... Uniform l,.,o~ds_ X-X Axis = 1.00 Y-Y Axis = 1.00 SECTION DATA Depth = 12.00 in = = Top Bottom Btwn Ends Top Bottom Btwn Ends X-X Axis Y~Y Axis x-x y.y Width 4.00 in Combined Stress Ratios ••• Top Thickness = 0.375 in ·Formula H 1-1 Web Thickness = 0.375 in Formula H1'-2 Area = 11.100 in~ Formula H 1-3 Weight = 37.688 plf Actual & Allowable Stresses ... rT -0.000 in Fa : Allowable lxx = 178.0 in4 fa: Actual Sxx = 29.7 in3 Fb:xx : Allow [F1-61 Rxx = 4.00 in " " [F1-7 & F1..:8J lyy = 30,5 in4 fb:xx Actual Syy = 15.3 in3 Fb:yy: Allow [F1-61 Ryy = 1.66 in [F1-7 & F1-8] fb:yy Actual Max X-X Axis Deflection Max Y-Y Axis Deflection APPLIED LOADS----------------- 4.80 k "Y" Eccentricity 10.00 in 0.00 in 3.30 k "X" Eccentricity = 0.0 k Dead Live Short X:Start X:End- = -None- = -None- -None,- -'None-- = --None- = -None-- = -None-- = --None-- = -None- = --None- SUMMARY Dead Live DL + LL DL + ST- = = = 0.084 0.058 0.142 0.084 = 14.12 14.12 14.12 14.12 ksi 0.43 0.30 0.73 0.43 ksi 30.36 30.36 30.36 30.36 ksi = 30.36 30.36 30.36 30.36 ksi = 1.62 1.11 2.73 1.62 ksi = 30.36 30.36 30.36 30.36 ksi = 30.36 30.36 30.36 30.36ksi = 0.00 0.00 o.oo 0.00 ksi -0.028 in at 8.12 ft from column base = 0;000 in at 0.00 ft from column base Intermediate ·stress <;alculation Values F'ex (DL+LLJ = 84846 p~i Cm:x (OL + LL) = 0.60 Cb:x {DL +LL) 1.75 F'ey {DL+LL} = 14538 psi Cm:y (DL + LL} = 0.60 Cb:y (DL + LL} = 1.75 F'ox (DL+LL+ST) = 84846 psj Cm:x (DL+LL+St} 0.60 Cb:x '(DL +LL+ ST} 1.75 F'ey (DL+LL+ST) = 14538 psi Cm:y {DL+LL+ST) = 0.60 Cb:y {DL +LL+ ST) = 1.75 V4.4D (c} 1983-96 ENERCALC GEORGE It SAUNDERS ASSOCIATES, KW060361 I I ·~ '. ' . ' I I I I I I I I I I I I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL COLUMN BASEPLATE DESIGN COLUMNS @ GRID LINE 6 LOAD DATA Axial Load X-X Axis Moment PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA None· None 1 ~-- 17.80 k 18.90 k 0.00 k-ft 0.00 k-ft AISC Section Name : TS6x4x1/4 TS4x4x1/2 BOLT DATA-- Bolt Tension Capacity 2.95 k 2.95 k Bolt Count Per·Side -· .. ,2 2 Anchor"l3olt Area 0.440 in o·.446 in B<>lt Dist. from .PL Edge 2.00 in 2.00 in PLATE & SUPPORT DATA- Baseplate Depth 12.00 in 1.2.00 in " Width 12.00 in 12.00 in. Support Area Depth 48.00.in 48.00 in _S1.1pport Area Width. _48.00 in 48.00 in MATERIAL DATA-- f'c 3000 psi 3000 psi Fy 36 ksi 36 ksi Le>ad Duration Factor 1.33 1.00 AiSC Section Depth 6.00 in 4.00 in Flange Width .4.00in 4.00 in Flange Thickness 0.250 in 0.500 in Web Thickness 0.250 in 0.500 in PLATE DESIGN- Min. Required Thickl'!ess 0.447 in 0.531 in P!ate Anaiysis Method 3 3 Tension Force per Bolt 0.00 k o.oo k B~aring. Stress 123.61 psi 131.25 psi Allow Bearing; •• Per ACI 10_.15 3570.00k 3570.00 k Per AISC J9 2793.00psi 2100.00 psi Max •. Plate Gapacity for Allowable Bearing ... .402.19 psi 302.40 psi PLATE ANALYSIS - Actual Plate Thickness 0.500 in 0.500 in Max Allow Plate Fb 35.-91 ksi 27.00 ksi Actualfb 28.72 ksi 30.49 ksi -------; ...... V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW06036-1 I I~-~ - . } · I I I I I I I I I I I I I I ..=. \ 1 , I . :..,. ! /~ ' Jos lµo~t:7-~1011-11--1,NG MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 - Phone (619) 497,2118 SHEET NO. C ? "J OF ____ _ CALCULATED BY ~ . DATE ID/(l1 CHECKED BY L11 DATE __,l'...c.J.\ }c...:.q__,/ __ _ SCALE l?Zl~. ~ ~ PV@< . Fax (619) 497-0429 . . 12-~}AI k h;1?ras: ·. -~--~\/;;;-Z:t~ vJ.-?-o,.4-cl10)(2-.1cs')W;;,, cP, I f?i7?'vJ; ' f2v.J . 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I I <~ I I I I I I I I · ... i ! I I I I I I I ; I ._J I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL COLUMN BASEPLATE DESIGN BRACED FRAME @ GRID LINE 6 .LOAD DATA Axial Load X-X Axis Moment PROJECT #960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA A12Vl:P2 z/q/l L None 1-·- 32.50 k 0.00 k-ft Page:c4S"t,.:. AISC Section Name : TS4x4x1 /2 V4.4D (c) 1983-96 ENERCALC BOLT DATA-·- Bolt Tension Capacity Bolt Count Per Side · ·· -· :· Anchor Bolt Area Bolt Dist: from PL !:dge PLATE & SUPPORT DATA- Baseplate Depth " Width Support Area Depth _ Support Area Width MATERIAL DATA- f'c Fy I: Load Duration Factor Al$C Section Depth Flange Width Flange Thickness Web Thickness PLATE DESIGN - Min. Required Thickness Plate Analysis Method Tension Force per Bolt Bearing .Stress Allow ·searing •.• Per ACI 10.15 Per AISC J9 Max. Plate Capacity for Allowable Bearing ... PLATE ANALYSIS - Actual Plate Thickness Max Allow Plate Fb Actual fb 1.97 k . 2 0.440 in 2.00 in 16.00 in 12.06 in 60.00 in __ 60.00 in 3000 psi 36 ksi 1.33 4.00 in 4.00 in 0.560 in 0.500 in 0.725 in 3 0.00 k 169.27 psi 3570.06 k 2793.00 psi 5.36.26 psi 0.750 in 35.91 ksi 33.59 ksi GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 11'") I 1· C - : I ' c• < s I -. ' -. ' I , --.. I ,. -. ·- e I .· ' - 1· ;:.. -. ' } . , I - .. I . .· , I - I I - I I - j ,,~ .) I ~ TZ"Tt ,s:'ll!C'al_lili_...,...~---:a ; MARTIN & DUNN, INC. Structural & Civil Engine~rs 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 '! ~~~lwAvfh i ............ . JOB [&YoLA:81? -~(i4N lt---lez SHEET NO. C,o/'(.? OF ____ _ CALCULATEDBY ~ DATE lJ>/q/ CHECKED BY & DATE \ 1Jq1 SCALE·~i1b:. ~0HJ?L,@C 1 .. I , &IZ:l'l? U\.-1~ 0)'. ·?VllA WA:lJ..,.. _, -rA~.r~ c q,£: +-1 Ob;){~?':i-"fi·~·~·-~lq ~.ff--··········------------··· ·.:··· .. r.:i ~ l08t> 7£. ~ B0· 'p. ~ 'l ti f?. l(:. 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Soil Pressure ••• Short Term Increase = 2500.0 psf Dead Load 1 .33 pve Load Base Pedistal Height = 10.00 in Short Term Load Seismic Zone -4 ... Ecc. Along X-X Axis Overburden Weight = 110.00 psf •.. Ecc. Along Y-Y Axis Live & Short Term Loads Don't Act Together Concrete Weight = 145.0 pcf Biaxial Analysis Being. Performed 16.60. k 10.2 k 0.0 k o.oo in O;OO in Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES - .... Pressures @ Left/Right Moment: DL = LL = Short Term = Shear: DL LL = Short Term 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.00 k .... Pressures @ Top/Bot Moment: DL = LL Short Term = Shear: DL = LL = Short Term = 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.00 k Width Along X-X Axis = Length Along Y-Y Axis = Thickness = Column Dim. Along X-X Axis = Column·Dim. Along Y-Y Axis = 4.00 ft 4.00 ft 18.00 in 0.00 in 0.00 in ------------------"----SUMMARY--~--------~-------- Soil Pressure Moments & Shears------ D+L D+L+ST Max. Allowable Max Pressure = 2002.5 psf 1365.0 psf Mu/Phi = 5.6 k-ft Allowable Pressure = 2500.0 psf 3325.0 psf 'X' Ecc. of Resultant = 0.0 in 0.0. in 'Y' Ecc. of Resultant 0.0 in 0.0 in Vu:1 Way Vu:2 Way = Overturning Ratio = 11.0 psi 33.3 psi 999.0 :1 93.1 psi 186.2 psi 1.5 :1 Service Load ·Pressures .... DL + LL Dead+live+Short Term Factored Load Pressures .... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 = Bottom-Right 2002.5 psf 1365.0 psf Bottom-Right 4994.7 psf 1911.0 psf 1228.5 psf Top0Right 2002.5 psf 1365.0 psf Top-Right 2994.7 psf 1911.0psf 1228.5 psf ---------~-FOOTING DESIGN----,----,----- f'c Fy Rebar CL Clear to Soil Min. Steel% = 3.000 psi 'm' = Fy /{.85f'c) 60000 psi Vn:1 ... 2(f'c)· .5 -3.5 in Vn:2 ... 4(f'c)· .5 = 0.0014 = 23.53 = 109.54 psi =-2,19.1 psi FACTORED SHEAR FORCES--------- Two-Way Shear = One-Way: Vu @ Left = One-Way: Vu @ Right = One-Way: Vu @ Top = One-Way: Vu @ Bottom = _ACI 9-1 ACI 9-2 ACI 9-3 33.34 psi 25.19 psi 1 t.03 psi 6.28 psi 11.03 psi 6.28 psi 11 .03 psi 6.28 psi 11 .03 psi 6.28 psi 16, 19 psi 4.04 psi 4.04 psi 4.04 psi 4.04 psi Vn * Phi· 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi FACTORED MOMENTS---------- Bottom-Left 2002.5 psf 1365.0 psf Bottom-Left 2994.7 psf 1911.0 psf 1228.5 psf Mu/Phi @ Left Mu/Phi @ Right Mu/Phi @Top Mu/Phi @ Bottom ACI 9-1 ACI 9-2 ACI 9-3 = 5.6 k-ft 3.2 k-ft 2.1 k-ft = 5.6 k-ft 3,2 k-ft 2.1 k-ft = 5.6 k-ft 3.2 k-ft 2.1 k-ft = 5.6 k-ft 3.2 k-ft 4• 1 k-ft Ru 26.8 psi ·26.8 psi 26.8 psi 26.8 psi As Req'd 0.244 in2/ft 0.244. in2/ft 0.244 in2/ft 0.244 in2/ft SERVICE LOAD OVERTURNING STABILITY-,.......,..,...,.-~-- Factor of Safety : Y - Y AXIS Factor of Safety : X -X AXIS = Static --None- ·-None- Short Term --None- ·-None-- Top-Left 2002.5 psf 1365.0 psf Top-Left 2994.7 psf 1911,0 psf 1228.5 psf V4.4D (c) 1983-96 ENERCALC GEORGE I( SA""rifl#f&' A$$00/Ans·, KW060361 I I I I I I I I I I I I I I I I I 1·· I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA t\/o4-/q---, _& Page:~ GENERAL FOOTING DESIGN RETAIL AREA COLUMN #2 FOOTING DESIGN DATA AXIAL LOADS Allow. Soil Pressure = 2500.0 psf Dead Load .... ... Short Term Increase = 1.33 Live Load = Base Pedistal Height = 10.00 in Short Term Load = Seismic Zone = 4 ... Ecp. Along x ... x Axis = Overburden Weight = 11Q.OO psf ... Ecc. Along Y-Y Axis = Live & Short Term Loads Don't Act Together Concrete Weight = 145.0 pct 10.20 k 8.7 k 0.0 k O.OO'in 0.00 in Y-Y AXIS ROTATION FORCES Biaxial Analysis Being Performed X-X.AXIS ROTATION FORCES- .... Pressures @ Left/Right Moment: DL = LL = Short Term Shear: DL = LL = Short Term = 0.0 k-ft 0.0 k-ft 0,0 k-ft 0.00 k 0.00 k 0.00 k .... Pressures @ Top/Bot Moment: DL = Shear: LL = Short Term DL LL = Short Term = 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0;00 k ~. DIMENSIONS----- Width Along X-X Axis = Length Along Y-Y Axis = Thickness = Column Dim. Along X-X Axis = Column Dim. Along Y-Y Axis = 3.50 ft 3.50 ft 18.00 in 0.00 in 0.00 in -----------------------SUMMARY-~----,------------------- Soil Pressure Moments & Shears------ D+L D+L+ST Max. Allowable Max Pressure = 1870.4 psf 1160.2 psf 4.0 k-ft Allowable Pressure = 2500.0 psf 3325.0 psf 'X' Ecc. of Resultant 0.0 in 0.0 in 'Y' Ecc. of Resultant = 0.0 in 0.0 in Mu/Phi Vu:1·Way Vu:2 Way Overturning Ratio = 8.1 psi 22.2 psi 999.0 :1 93.1 psi 186.2 psi 1.5 :1 Service Load Pressures .... DL + LL Dead+live+Short Term Factored Load Pressures, ... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 = Bottom-Right 1870.4 psf 1 i60.2 psf Bottom-Right 2831,6·psf 1624.2 psf · 1044.1 psf Top-Right 1870.4 psf 1160.2 psf Top-Right 2831.6 psf 1624.2 psf 1044.1 psf ----------FOOTING DESIGN---------- f'c Fy Rebar CL Clear to Soil Min. Steel% 3000 psi 60000 psi = 3.5 ln = 0.0014 'm' = Fy /(.85f'c} Vn:1 ... 2(f'c)" .5 Vn:2 ... 4(f'c)" .5 ~3.53 109.54 psi 219.1 psi FACTORED SHEAR FORCES----'---------- Two-Way Shear - One-Way: Vu @ Left = One-Way: Vu @ Right = One-Way: Vu @ Top = One-Way: Vu @ Bottom = AC! 9-1 ACI 9-2 22.24 psi 14.96 psi 8.0Tpsi 4.02 psi 8.07 psi 4.02 psi 8.07 psi 4.02 psi 8.07 psi 4.02 psi ACI 9-3 9.62 psi 2.58 psi 2.58 psi 2.58 psi 2.58 psi Vn * Phi 186.23 psi 93.11 psi 93. 11 psi 93.11 psi 93.11 psi FACTORED MOMENTS-----'---------- Bottom-Left 1870.4 psf 1160.2 psf Bottom-Left 2831.6 psf 1624.2 psf 1044.1 psf Mu/Phi @ Left Mu/Phi @ Right Mu/Phi @Top Mu/Phi @ Bottom AC! 9-1 ACI 9-2 ACI 9-3 4.0 k-ft 2.0. k-ft 1.3 k-ft 4.0 k-ft 2.0 k-ft 1 .3 k-ft = 4.0 k-ft 2.0 k-ft 1 .3 k-ft = 4.0 k-ft 2.0 k-ft .1.3 k-ft Ru 19.2 psi 19,2 psi .19.2 psi i 9,2 psi As·Req'd 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft SERVICE LOAD OVERTURNING STABILITY---~-- Factor of Safety : Y -Y AXIS Factor of Safety : X -X AXIS = Static --None- -None- Short Term --None-- ·-None-- Top-Left 1870.4 psf 1160.2 psf Top-Left 2831.6 psf 1624.2 psf 1044.1 psf 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 I I I 1- I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL FOOTING DESIGN RETAIL AREA COLUMN #4 FOOTING DESIGN DATA AXIAL LOADS Allow. Soil Pressure = 2500.0 psf Dead Load = ••• Short Term Increase = 1.33 Live Load = Base Pedistal Height = 10.00 in sport Term Load == 4.80 k 3.3 k 0.0 k PROJECT# 960240 l.EGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA ttM4/q-J DIMENSIONS Width Along X-X Axis Length Along Y-Y Axis Thickness .& Page:C,56 = 2.50 ft = 2.50 ft = 18.00 in Seismic Zone = 4 ••• Ecc. Along x,x Axis = 0.00 in Column Dim. Along X·X Axis = 0.00 in Overburden Weight = 110.00 psf ••• Ecc. Along Y-Y Axis = 0.00 in Column Dim. Along Y-Y Axis = 0.00 in Live & Short Term Loads Don't Act Together Concrete Weight = 145.0 pcf Y-Y AXIS ROTATION FORCES .... Pressures @ Left/Right Moment: DL = 0.0 k-ft LL = 0.0 k-ft Short Term = 0.0 k-ft Shear: DL ·= 0.00 k LL = 0;00 k Short Term 0.00 k Biaxial Analysis Being Performed X-X AXIS ROTATION FORCES - .••• Pressures @ Top/Bot Moment: DL = Shear: LL = ShortTerm - DL LL = Short Term = 0.0 k-ft 0.0 k-ft 6.0 k-ft 0;00 k 0.00 k q.oo k _______ .....;... ____________ SUMMARY-------------------- Soil Pressure Moments & Shears------ D+L D+L+ST Max. Allowable Max Pressure = 1623.5 psf 1095.5 psf Mu/Phi = 1.7 k-ft Allowable Pressure = 2t,;OO.O psf 3325.0 psf 'X' Ecc. of Resultant -0.0 .in 0.0 in 'Y' Ecc. of Resultant 0.0 in 0.0 in Vu:1 Way Vu:2 Way Overturning Ratio = 0.7 psi = 7.3 psi = 999.0 :1 93.1 psi 186.2 psi 1.5 :1 Service Load Pressures •.•• DL + LL Dead+live+Short Term Factored Load Pressures .... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 Bottom-Right 1623.5 psf 1095.5 psf Bottom-Right 2431.3 psf 1533.7 psf 985.9 psf Top-Right 1623.5 psf 1095.5 psf Top-Right 243i .3 psf 1533.7 psf 985.9 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)" .5 = 0.0014 = 23.53 = 109.54 psi = 219.1 psi FACTORED SHEAR FORCES.;,.·. _..,;;_ __ ...a,.. ___ _ Two-Way Shear = One-Way: Vu @ Left = One-Way: Vu @ Right = One-Way: Vu @ Top = One-Way: Vu @ Bottom = ACI 9-1 ACI 9-2 ACI 9-3 7 .34 psi 6.09 psi 0.72 psi 0.41 psi 0.72 psi 0.41 psi 0.72 psi 0.41 psi 0.72 psi 0.41 psi 3.91 psi 0.27 psi 0.27 psi 0.27 psi 0.27 psi Vn * Phi 186,23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi FACTORED MOMENTS------~--,-- Bottom-Left 1623.5 psf 1095.5 psf Bottom-Left 2431.3 psf 1533.7 psf 985.9 psf Mu/Phi @ Left Mu/Phi @ Right Mu/Phi @Top Mu/Phi @ Bottom ACI 9-1 ACI 9-2 ACI 9-3 1.7 k-ft 0.9 k-ft 0.6 k-ft = 1.7 k-ft 0.9 k-ft 0.6 k-ft = 1.1 k-tt o.~ k~tt o.s. k-tt = 1.7 k·ft 0.9 k~ft Q.6 k-ft Ru 8.1 psi 8.1 psi 8.1 psi 8.1 psi As Req'd 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft SERVICE LOAD OVERTURNING STABILffY-----'----~ Factor of Safety : Y -Y AXIS Factor of Safety : X -X AXIS Static --None- ·-None-- Short Term --None- -None-- Top-Left 1623.5 psf 1095.5 psf Top-Left 2431.3 psf 1533.7 psf 985.9 psf 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 I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT Sl.JITE 400 SAN DIEGO, CA 92108 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND -BEGINNING EAST COMPLEX RETAIL COLUMN FOOTING DESIGN DATA-'------------ 1--- Allow Passive Max Passive Load Duration Factor Point Load Load Height Dis,t. Load Start Height End Height 350.0 psf 3500.0 psf 1.330 825.0 # 18.00 ft 0.0 plf 0.00 ft 0.00 ft Circular 36.0 in Pole Type Width/Diameter S'urface Restraint ? Restrained --------,-SUMMARY------,---- Moments @ Surface.,. Point Load Uniform Load ... Total Moment Total Lateral Load NON-RESTRAINED RES UL TS· Min. Req'd Embedment A(-1 +(1 +4.36h /A)" .5)/2 A=2.34P/(S 1 b) Pr~ss @ 1 /3 Embed Actual Allowable RESTRAINED RES UL TS - Min. Req'd Embedment (4.25*P*h/S3*b)" .5 Pressure @ Bottom Actual Allow~ble Surface Restraint Force 1--- 14850,.0 ft-# 0.0 fts# 14850.0 ft-# 825.0 # 3.56 ft 1658.1 psf 1658.1 psf 5978.4 # Page: {)2:8 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 I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX COMBINED FOOTING DESIGN E-W BRACED FRAME O,t-J GRID LINE 6 DESIGN DATA Allowable Soil Pressure = 2500,0 psf Short Term Factor = 1.33 Seismic Zone = 4 Live Does Not Combine With Short T.erm f' c : Concrete = 3000 psi Fy: Reinforcing = 60000 psi Concrete Weight = 145 pcf Overburden Dead Wt. = 110.0 psf Min. As% = 0.0014 Column Size .•. #1 = 10.0in #2= 10.0in ••• Base Height #1 = O.Oin #2= O.Oin Rebar CL to Soil Dist. = 3.50 in APPLIED-LOADS---- At Col #1: Axial Shear Moment Dead = 0.00 k 0.0 k 0.0 k-ft Live = 0.00 k 0.0 k 0.0 k-ft Shrt Trm =-18.90 k 10.9 k 0.0 k-ft At Col #2: Axial Shear Moment Dead = 0.0 k 0.0 k 0.0 k-ft Live = 0.0 k 0.0 k 0.0 k·ft Shrt Trm =32.50 k 10.9 k 0.0 k-ft DIMENSIONS---- Ftg Dist left of Col #1 = Distance Between Columns= Ftg Dist right of Co.I #2 = Total Footing Length = Footing Width = Footing Thickness = V4.4D (c) 1983-96 ENERC;t>.LC 4.50 ft 15.50 ft 4.50 ft ,24.50 ft 5.00 ft 18.00 in FSA Page:C.~£ SUMMARY Ser:vi¢e Allow ACI Factored Left S.P.: Static D+L ·= 327 .5 psf 2500.6 psf 9-1 = 458.5 psf Short D+L+S = 0.0 psf 3325.0 psf 9-2 = 0.0 psf 9-3 = 0.0 psf Right S.P.: Static D+L = 327' ,5 psf 2500.0 psf 9-1 458.5 psf Short D+L+S = 1694.9 psf 3325.0 psf 9-2 = 2372.9 psf 9-3 = 1740.0 psf Resultant Ecc.: Static = -0.00 ft Stability Short term 8.02 ft Ratio = 1.55 :1 ••••• ,Col #1...... • •• Between... • ••••• Col #2 ...... . Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 = 0.0 psi 0.30 in2/ft 0.0 psi , 0.30 in2/ft 0.0 psi 0.30 in2/ft ACI 9-2 = 20.2 psi -0.30 in2/ft 83.8 psi -0.33 in2/ft 73.1 psi 0.30 in2/ft ACI 9-3 = 13.0 psi -0.39 in2/ft 69.7 psi -0.30 in2/ft 55.4 psi 0.30 in2/ft As(in2/ft/ft of width), negative -> As @ top of footing Mu @ column # 1 Mu btwn columns Mu @ column # 2- 0ne-Way Shears.... . Allow.: Vn = 2(f' c • ,5) Actual : Vu / .85 ... Left of Column #1 Between Columns ,Right qf Column #2 Two-Way Shears .... Allow.: Vn=4(f'c· .5) Actual @ Column -#1 Actual @ Column #2 MOMENT & SHEAR FORCE SUMMARY-------- ACI 9-1 ACI 9-2 ACI 9-3 = 0.00 k-ft = 0.00 k-ft = 0.00 k-ft = 109.54 psi Q.00 psi 0.00 psi 0.00 psi = 2i9.09.psi = 0.09 psi = o.o,9-psi -3.82 k-ft -15.85 k-ft 13.84 k-ft 109.54 psi 8.91 psi 47.91 psi 31.98 psi 219.09 psi 20.41 psi 33.09 psi -2.46 k-ft -13.19 ksft 10.49 k-ft 109.54 psi 5.73 psi 35.56 psi 24.26 psi 219.09 psi 20.95 psi 34.17 psi GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX COMBINED FOOTING. DESIGN N-S SHEAR WALL ON GRID LINE C.5 DESIGN DATA Allowable Soil Pressure = 2500.0 psf Short Term Factor = 1.33 Seismic Zone = 4 Live Does Not Combine With Short Term f' c : Concrete = ·3000 psi Fy: Reinforcing = 60000 psi Concrete Weight = 145 pcf Overburden Dead Wt. = 110.0 psf Min. As % = 0.0014 Column Size ... #1 = 8.0in #2= 8.0in ... Base Height #1 = O.Oin #2 = O.Oin Rebar CL to Soil Dist. = 3.50 in APPLIED LOADS -· --- At Col #1: Axial Shear Moment Dead = 0.00 k 0.0 k 0.0 k-ft Live = 0.00 k 0.0 k 0.0 k-ft Shrt Trm = 10.20 k 5. 1 k 0.0 k-ft· At Col #2: Axial Shear Moment Dead = 0.0 k 0.0 k 0.0 k-ft Live = 0.0 k 0.0 k 0.0 k-ft Shrt Trm =-10.20 k 5. 1 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 (cl 1983-96 ENERCALC 2.50 ft 14.00 ft 2.50 ft 19.00 ft 4.00 ft 16.00 in FSA ,z,,/q/3 & Page:C...W SUMMARY Service Allow ACI Factored Left S.P.: Static D+L 303.3 psf 2500.0 psf 9-1 424.7 psf Short D+L+S = 986.3 psf 3325.0 psf 9-2 = 1380.8 psf 9-3 = 887.7 psf Right S.P.: Static D+L = 303.3 psf 2500.0 psf 9-1 = 424.7 psf Short D+L+S 0.0 psf 3325.0 psf 9-2 = 0.0 psf 9-3 = 0.0 psf · Resultant Ecc.: Static = -0.00 ft Stability Short Term -5.60 ft Ratio = 1.53 :1 ...... Col #1...... • .. Between... .. .... Col #2 ....... Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 = 0.0 psi 0.27 in2/ft 0.0 psi 0.27 in2/ft 0.0 psi -0.27 in2/ft ACI 9°2 = 14.5 psi 0.27 in2/ft 46.2 psi -0.27 in2/ft 7. 1 psi -0.27 in2/ft ACI 9°3 = 9.3 psi 0.27 in2/ft 32.7 psi -0.27 in2/ft 4.6 psi -0.27 in2/ft As(in2/ft/ft of width), negative-> As@ top of footing Mu @ column # 1 Mu btwn columns Mu @ column # 2 One-Way Shears .... Allow.: Vn=2(f1c· .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 & SHEAR FORCE SUMMARY-------- ACI 9-1 ACI 9-2 ACI 9-3 = 0.00 k-ft = 0.00 k•ft = -0.00 k-ft = 109.54 psi 0.00 psi 0.00 psi = 0.00 psi = 219.09 psi = 0.08 psi = 0.08 psi 2.04 k-ft -6.49 k·ft -1.00 k•ft 109.54 psi 7.85 psi 5.69·psi 3.75 psi 219.09 psi 14.10 psi 15.05 psi 1.31 k•ft -4.60 k-ft -0.64 k-ft 109.54 psi 5.05 psi 3.66 psi 2.41 psi 219.09 psi 14.92 psi 15.53 psi GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I- I I I I I I I I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST <;:OMPLEX COMBINED FOOTING DESIGN N-S SHEAR WALL ON GRID LINE E DESIGN DATA Allowable Soil Pressure = 2500.0 psf Short Term Factor 1.33 Seismic Zone -· 4 Live Does Not Combine With Short Term· f' c : Concrete = 3000 psi Fy: Reinforcing = 60000 psi Concrete Weight = 145 pcf Overburden Dead Wt. = 110.0 psf Min. As % = 0,0014 Column Size ... #1 = 8.0in #2 = 8.0i11 ... Base Height #1 = O.Oin #.2 = O.Oin Rebar CL to Soi! Dist. = 3.56 'jh APPLIED· LOADS ----,,-..,. At Col #1: Axial Shear Moment Dead = 0.00 k 0 .• 0 k 0.0 le-ft Live = 0,00 'k 0.0 k 0.0 k-ft Shrt Trm = 14.10 k 7.1 k 0.0 k-ft At Col #2: Axial Shear Moment Dead = 0.0 k 0.0 k 0.0 k-ft Live = 0.0 k 0.0 k 0.0 k-ft ShrtTrm =--14.10 k 7.1 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 2.50 ft 14.00 ft 2.50 ft 19.00 ft 6;00 ft 16.00 in Left S.P.: Static O+L S.hort D+L+S Right S.P.: Static D + L Short D+L+S FS/, . ~ 98 t SUMMARY-,-.------------ Service Allow 303.3 psf 2500.0 psf 886.3 psf 3325.0 psf = 303.3 psf 2500.0 psf 0.0 psf 3325.0 psf ACI Factored 9-1 = 424.7 psf 9-2 1240.8 psf 9-3 = 797.7 psf 9-1 = . 424.7 psf 9-2 = 0.0 psf 9°3 = 0.0 psf Resultant Ecc.: Stati.c = -0.00 ft Stability Short. Term = -5.16 .ft Ratio = 1.64 :1 .... ,.Col #1...... ...Between .. , ...... Col #2 ....... ·Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 = 0.0 psi 0.27 in2/ft 0.0 psi 0.27 in2/ft 0.0 psi -0.27 in2/ft ACI 9-2 -12.5 psi 0.27 in2/ft 36.2 psi -0.27 in2/ft 7 .1 psi -0.27 in2/ft ACI 9-3 = 8;0 psi 0.27 in2/ft 26.0 psi -0.27 in2/ft 4.6 psi -0.27 in2/ft As(in2/ft/ft of width), negative--> As @ top 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 Setween Columns Right of Column #2 Two-Way Shears .... Allow.: Vn=4(f'c" ,5) Actual @ Column #1 Actual @ Column #2. MOMENT & SHEAR FORC!: SUMMARY-------- ACI 9-1 ACI 9-2 ACI 9-3 = 0.00 k-ft -0.00 k-ft -0.00 k-ft = 109.54 psi = 0.00 psi = 0.00 psi = 0.00 psi· ·= .219.09 psi = 0.08 psi -0.08 psi 1.75 k-ft -5.09 k-ft -1.00 k-ft 109.54 psi 6.73 psi 4.30 psi 3.75 psi 219.09 psi 20.64 psi 21.31 psi 1 .13 k-ft -3.66 k-ft -0.64 k-ft 109.54 psi 4.32 psi 2.77 psi 2.41 psi 219.09 psi 21.36 psi 21.79 psi GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I- I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 · San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AR~A Job: 960240 Page: ?~I Date: 9/b/qe, File: BIGSHOPl ============================= ============================================== Units .......•....................• US· Standard Steel Code ........................ AISC 9th Edition ASD Allowable Stress Increase Factor .. 1.333 Include Shear Deformation ......... Yes Include Warping. . . . . . . . . . . . . . . . . . . Yes No. of Sections for Member Cales... -5 Do Redesign ........... , • . . . . . . . . . . Yes P-Delta Analysis Tolerance ........ 0.50% Vertical Axis. . . . . . . . . . . . . . . . . . . . . z ==========· . =========. ====. < Joint Coordinates >===========·================= Joint X Y z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft-----------ft------------ft--·---------·--°F------------ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 0.000 0.000 0.000 0.000 0.000 0.000 30.0.00 35. 0.29 42.104 50.421 48.387 41. 3·68 40.138 45.814 55.914 59.933 55.914 29. 933 14 .933. 4.019 0. oo.o 42.104 50.421 48.387 41.368 40.138 45.814 55.914 59.933 55.914 29.933 14.933 4.019 0.000 10.199 33.810 45.140 60.640 73 .180 100.140 100.140 10.199 11.898 23.480 .33.809 45.140 60.640 73 .. 180 85.002 10·0. 002 115.002 130 .. 002 12-5.983 115.000 115.000 11.898 23.480 33.809 4$ .:140 60.640 73.180 85.002 100.002 115.002 130.004 125.983 115.000 115.000 2.000 2.000 2.000 2.000 2.000 2.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.000 8.000 8.000 8.000 8.000 · 8. 000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3 .·O Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: C,,1/Z,, Date: File: BIGSHOP1 ===========================< Joint Coordinates>----=-------===-==---------= Joint x Y z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft-·----------ft----------·ft--------------°F------------ 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 30.000 30.000 0 .-000 0.000 0.000 0 .0.00 0.000 0.000 0.000 0.000 55.914 56.172 56.422 56.663 56.897 57.123 57.340 57.548 57.749 57.941 58.124 58.299 58.465 58.622 58.771 58.911 59.042 59.164 59.278 59.382 59.478 59.564 59.642 59.709 59.769 59.819 59.860 59.892 59.915 59.929 59.933 59.929 59.~15 59 .-892 59:860 59.819 100.140 100.140 10.199 23.480 33.810 45.140 52.890 60.640 73.180 1·00 .140 85.002 85.458 8.5.918 86.38~ 86.851 87.323 87.799 88.280 88.763 89.250 89.741 90.235 90.731 9·1. 231 91.732 92.237 92.744 93.253 93.764 94.277 94.792 95.309 95.826 96.346 96.866 97.387 97. 909 98.432 98.955 99.47e 100.140 100.525 10:}.. 049, 10.1.572 1.02'. 094 102.616 8.000 16.000 16.000 16.000 16.000 _ 16. 000 16.000 16.000 16. o.oo 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 '16.000 .16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 . 16. 000 16.000 16. oo·o 0.00- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I RISA-3D (R) Version 3.0 Martin & Dunn Job . 960240 I . 7801 Mission Center Ct., #400 Page: (;{R''7 San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I =======================-===<Joint Coordinates >================= ========== Joint X y z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft-----. ------ft-----------ft--------------°F------------ I 81 59.769 103.i37 16.000 0.00 82 59.710 103.658 16.000 0.00 83 59.641 104.177 16.000 0.00 I 84 59.564 104.695 16.000 0.00 85 59.477 105.211 16.000 0.00 86 59.382 105.726 16.000 0.00 I 87 59.278 106.239 16.000 0.00 88 59.164 10.6. 750 16.000 0.00 89 5-9. 042 107. 2'59 16.000 0.00 90 58.911 107.766 16.000 0.00 I 91 58.771 108.271 16.000 0.00 92 58.622 108.773 16.000 0.00 93 58.465 109.272 16.000 0.00 I 94 58,299 109.769 16.000 0.00 95 58.124 110.262 16.000 0.00 96 57.941 110.753 16.000 0.00 I 97 57.749 111.240 16.000 0.00 98 57.548 111.724 16.000 0.00 99 57.340 112.204 16.000 o.oo 100 57.122 112.680 16.000 0.00 I 101 56.897 113.153 16.000 0.00 102 56.663 113.621 16.000 0.00 103 56.422 114.086 16.000 0.00 I 104 56.172 1:1,4.546 -16. 000 0.00 105 55. 914 115.002 16.000 0.00 106 55.648 115.453 16.000 0.00 107 55.375 115.899 16.000 0.00 I 108 55.093 116.341 16.000 0.00 109 54.804 116.777 16.000 0.00 110 54.508 l;I.7.209 16.000 0.00 I 111 54.204 117.635 16.000 0.00 112 53.892 118.056 16.000 0.00 113 53.573 118.472 16.000 0.00 I 114 53.247 118.881 16.000 0.00 115 52.915 119.28-S 16.000 0.00 116 52.575 119.683 16.000 0.00 117 52.228 120.076 16.000 0.00 I 118 Si. 874 120.462 16.000 0.00 119 51. 513 120.841 16.000 0.00 120 51.147 121.21!§ 16.000 0.00 I 121 50.773 121.582 16.000 0.00 122 · 50.393 121.942 16.000 0.00 123 50.007 122. 296, 16.000 0.00 I 124 49.615 122.643 16.000 0.00 125 49-.216 122.983 16.000 0.00 126 48.813 123.316 16.000 0.00 I I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3~0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 9·2108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: ?~4-- Date: Fil.e : BIGSHOP1 =========================<Joint Coordinates>---------------------------- Joint X Y z Joint No Coordinate Coordinate Coordinate Temperature -----------------ft--------· ---ft------------ft--------------~F------------ 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 48.403 47.988 47 .. 567 47.141 46.709 46.272 45. 8.31 45.385 44.933 44.478 44.017 43.553 43.084 42.612 42.135 41.655 41.172 40.684 40.194 39.700 39.204 38.704 38 .202 37.698 37.191 36.682 36.171 35.657 35.142 34.626 34.109 33.589 33.069 32.548 32.026 31.503 ·. 30.980 30.457 29.933 29.410 28.886 28.363 27.841 2.7.319 26.797 26.277 123.642 123.961 124.272 124.576 124.873 125.162 125.443 125.716 12s. 9.82 126.240 126.490 126.732 126.965 127.191 127.408 127.617 127.817 128.009 128.192 128. 3.67 128.533 128.691 128.840 128.980 129.111 129.233 129.346 129.450 129.546 129.632 129.710 129.778 129. 83'7 129.887 129.929 129.960 129. 983' 129.997 130.002 129.997 129.983 129.961 129.929 129.887 129.837 129.778 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 1·6. 000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 -.. San Diego, CA 92:;I.08 LEGOLAND CARLSBAD,. BEGI;NNING EAST COMPLEX RETAIL AREA Job: 960240 PcJ.ge: C, (;J:!7 Date: File: BIGSHOPl ===========================< Joint Coordinates>---------------------------- Joint X Y z Joint No Coordinate Coord,inate Co.ordinate Temperature ------------------ft------------tt-----~------ft. -------------°F------------ 173 25.758 129.710 16.000 0.00 174 25.240 129.633 16.000 0.00 175 24.724 129.546 16.000 0.00 176 24.209 129.450 16.000 0.00 177 23.696 129.346 16.000 0.00 178 23.185 129.233 16.000 0.00 179 22.~76 -129.111 16.000 0.00 180 22.169 128.979 16.000 0.00 181 21.664 128.839 i6.000 0.00 182 21.162 128.691 16.000 0.00 183 20.663. 128.5'33 16.000 0.00 184 20.166 128.367 16.000 0.00 185 19.673 128.192 16.000 0.00 186 19 .18-3 i28. 009 ·16. 000 0. 00 187 18-695 127.817 16.000 0.00 188 18.211 127.617 16.000 0.00 189 17. 731 127 .-408 16. 000 0. 00 190 17.254 127.191 16.000 0.00 191 16.782 126.965 16.000 0.00 192 16.314 126~732 16.000 0.00 193 15.849 126.490 16.000 0.00 194 15.389 126.240 16.000 0.00 195 14.933 125.983 16.000 0.00 196 49. 682 77 .. 359 16. 000 0. 00 197 50.074 77.706 16.000 0.00 198 50.460 78.059 16.000 0.00 199 50.840 78.420 16.000 0.00 200 . 51.213 7B.787 16.000 0.00 201 51.580 79.160 16.000 0.00 202 51.941 79.54-0 16.000 0.00 203 52.294 79.~26 16.000 0.00 204 52.641 80.318 16.000 0.00 205 52.981 80.716 16.000 0.00 206 '53.314 81.120 16.000 0.00 207 53.640 81.530 16.000 0.00 208 53.959 81.946 l~.000 0.00 209 54.271 82.366 16.000 0.00 210 54.575 B2.793 16.000 0.00 211 54.871 83.224 16.000 0.00 212 55. l,60 83. 6-91. 16. 000 0. 00 213 55.441 84.102 16.000 0.00 214 55.715 84.549 16.000 0.00 215 49.298 77.020 16.000 0.00 216 48.921 76.675. 16.000 0.00 217 48.550 76.323 16.000 0.00 218 48,185 75.964 16.0~0 0.00 I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3.0 Martin & Dunn 7801 Mission Ce~ter Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNJNG EAST COMPLEX RETAIL AREA Job: 960240 Page : C-,,//P~ Date: File: BIGSHOPl ==========================<Joint Coordinates>------------------------- Joint X Y Z Joint No Coordinate Coordinate Coordinate Temperature ---------------·--ft-------. ----ft------. --. --f.t--------------°F--------··--- 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 47.827 47.475 47.129 46.790 46 .458 46.132 45.814 45.502 45.198 44.901 44.611 44.329 44.054 43.787 43 .527 43.275 43.031 42.795 42.566 42,346 42.134 41.930 41.734 41.547 41. 368 41.197 41.034 40.881 40.735 40.599 40.471 40.351 40. 24.0 40.138 40.045 39.961 39.88.5 39.818 39.760 39.711 39.671 39.640 39.618 39.604 39.600 3.9. 604 75.599 75 .. 228 74.851 74.468 74.079 73.684 , 73 .180 72. 878 72.466 72.050 71.628 71.202 70 .. 770 70.334 69.893 69.448 68.998 68.545 68.087 67.625 67.159 66.690 66.218 65.742 65.262 64.780 64.295 63·. 807 63.317 62.824 62.328 61. 831 61.331 60.640 60.327 59;822 59.317 58.809 58.301 57. 7·Q2 57.282 56.771 56.260 55.749 55.237 54.725 16.000 16.000 16.000 16.000 .16 ,. 000 1,6. 000 16.000 16.000 16.000 16.000 16.000 16.000 ;J.6.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 =!-6,000 J,6.000 16.000 16.000 16.000 J,6.000 16.000 16.000 .. 16. 000 16.000 16.000 16.000 16.000 16.000 · 0. 00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo I I I I I I· I· I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #4-00 .. San Diego, CA · 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: t~ Date: File: BIGSHOPl =================. =. =======< Joint ·Coordinates .>--------------------------- Joint X Y Z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft------------ft-----------ft-------------°F------------ 265 266 267 268 269 270 271 272 273 274 275. 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 · 302 303 304 305 306 307 308 309 310 39.618 39.640 39.671 39.711 39. 760 39.8i8 39.885 39.961 40. 0'45' 40.138 40.240 40.351 40.471 40.599 40.735 40.881 41.034 41.197 · 41.368 41.547 41.734 41. 9.3.0 42 .. 13'4 42.346 42.566 42.795 43.031 43 .275 43.527 43.787 44.054 44.329 44 .. 611 44.901 45.198 45.502 45.814 46.132 46.458 46.790 35.029 35.301 35.573 35.845 36.116 36.387 54.214 53.703 53.19~ 52.682 52.173 51.665 51.157 50.652 50.147 49:644 49.143 48.643 48.146 47.650 47.157 46:667 46.179 45. 6·94 45.140 44 .. 732 44.256 43. 784 43.315 42.849 42.387 41.929 41.476 41.026 40.581 40.140 39.704 39.272 38.846 3-8. 424 38.008 37.~96 3.7 .190 36.790 36.395 36. 00·p 10.199 . 10. 202 10.209 10.221 10.237 10.259 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16. oo.o 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16. oo·o 16.000 16.0QO 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16. 0,00 16.Q00 o.oo. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ·o.oo 0.00 0.00 0.00 b.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 ..• 00 I I I I I I I I I I I I I I I I I I I RISA~3D (R) Version 3.0 Martin & Dunn 7801 Mission C~nter Ct., #400 -. San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RET~IL AREA Job. : 960240 Page: ?~!? Date: File: BIGSHOPl ================ ·==========< Joint Coordinates >==·========== ·=.·=========. === Joint X Y Z Joint No Coordinate Coordinate Coordinate Temperature ------------------£t----------ft------------ft--------------°F------------ 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 36.658 36.928 37.198 37.467 37.735 38.003 38.269 38.535 38.799 39.062 39.325 39.585 39.845 40.103 40.359 40.614 40.867 41.118 41. 367 41.615 41.860 42.104 42.345 42.584 42.821 43.055 43.287 43. 51·6 43.743 43.967 44.189 44-.407 44.623 44.836 45.046 45.253 45.456 45.657 45.854 46.048 46.239 46. 42;6 46.610 46.790 46.967 47.140 10.285 10.315 10.351 10.391 10.436 10.486 10.540 10.599 10.662 10.730 l0.803 10.880 10.962 11.048 11.139 11.234 11.334 11.438 11.547 11.659 11.776 11.898 12.023 12.153 12.287 12.425 12.567 12.713 12.863 13.018 13.175 13.337 13.503 13.672 13.845 14. 0·22 14. 20.2 14.386 14.573 14. 7'6~ 14.958 15.155 15.355 15.559 15.766 15.976 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 1.6. 000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16. oo·o 16.000 16.000 16.000 16.000 16.000 16.000 16.000 0. 00 · 0.00 0.00 0.00 0.00 0.00 0.00 o .,oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 · 0.00 0.00 0.00 0.00 I I I I I I I I I I I I I I I I I I I RISA-3D (R) version 3.0 Martin & Dunn 7801 Mission Center Ctr, #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: ~ Date: File: BIGSHOPl =====================.====<Joint Coordinates>---------------------------- Joint X Y Z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft--·--------ft---· -------ft--------------°F------------ 357 358 359 360 36·1 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 47.309 47.475 47.636 47.794 47.948 48.098 48.245 48.387 48.525 48.659 48.788 48.914 49.035 49.152 49.265 49.374 49.478 49.577 49.673 49.763 49.850 49.932 50.009 50.082 50.150 50.213 50. ~72 50.326 50.316 50.421 50.461 50.496 50.527 50.553 Sb . .575 50.591 50.603 50.610 50.612 50.6;10 50.603 50.591 50.575 50.553 50.527 50.496 16.189 16.404 16.623 16.844 17.069 17.295 17.525 17.757 17.991 18.228 18.467 18.708 18.951 19.197 19.444 19.994 19.945 20.198 20.453 20.709 20.967 21.227 21.487 21. 749 . 22.013 22.277 22.543 22.809 23.077 23.480 23.614 23.884 24.154 24.424 24.696 24.967 25.239 25.511 25.783 26.055 26.326 26.598 26. 870. 27.141 27.412 27.682 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 .0.00· 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I RISA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Cent~r Ct., #400 · -. San Diego, CA 9.2108 Job: 960240 Page: (/1l> Date: File: BIGSHOPl I I I I I I I I I I I I I I I I I LEGOLAND CAR~SBAD -BEGINNING EAST COMPLEX RETAIL AREA ====== ·============= .. =====< Joint Coordinate$ >-------------"'."-------------- Joint X Y z Joint No Coordinate Coordinate Coordinate Temperature --------------· -ft-·-------·--ft---·-------ft--------------°F------------ 403 50.461 47.951. 16.000 0.00 · 404 50.421 28.220 16.000 0.00 405 50.376 28.489 16.000 0.00 406 50.~46 28.756 16.000 0.00 407 50.272 29.023 16.000 0.00 408 50.213 29.288 16.000 0.00 409 50.150 29.553 16.000 0.00 410 50.082 29.816 16.000 0.00 411 50.009 30.078 16.000 0.00 412 49.932 30.339 16.000 0.00 413 49.850 30.598 16.000 0.00 414 49.763 30.856 16.000 0.00 415 49.673 31.112 16.000 0.00 416 49.577 31.367 16.000 0.00 417 49.478 31.620 16.000 0.00 418 49.374 31.872 16.000 0.00 419 49.265 32.121 16.000 0.00 420 49.152 32.368 16.000 0.00 421 49.035 32.614 16.000 0.00 422 48.914 32.857 16.000 0.00 423 48.788 33.099 16.000 0.00 424 48.659 33.338 16.000 0.00 425 48.525 33.574 16.000 0.00 426 48.3B7 33.809 16.000 0.00 427 48.245 34.041 16.000 0.00 428 48.098 34.270 16.000 0.00 429 47.948 34.497 16.000 0.00 430 47.794 34.721 16.000 0.00 431 47.636 34.942 16.Q00 0.00 432 47.475 35.161 16.000 0.00 433 47.309 35.377 16.000 0.00 434 47.1~0 35.590 16.000 0.00 435 46.967 35.799 16.000 0.00 436 14.549 125.715 16.000 0.00 437 14.102 125.441 16.000 0.00 438 i3.661 125.160 16.000 0.00 439 13.2:24 124.871 16.000 0.00 440 12.793 124.575 16.000 0.00 441 12.366 124.271 _ 16.0-00 0.00 442 11.946 123.959 16.000 0.00 443 11. 530 123. 6'40 16. 000 0. 00 444 11.12-0-123.314 16.000 0.00 445 10.716 122.981, 16.000 0.00 446 10.318 122.641 16.000 0.00 447 9,926 122.294 16.000 0.00 448 9.540 121.941 16.000 0.00 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108. LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAJL AREA Job: 960240 Page: & 7 J Date: File: BIGSHOPl ============ ·=-===========<Joint Coordinates>---------------------------- Joint X Y Z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft-----------ft----------ft-------------°F------------449 9.160 121.580 16.000 0.00 - 450 8.787 121.213 16.000 0.00 451 8.420 120.840 16.000 0.00 452 8.059 120.460 16.000 0.00 453 7.706 120.074 16.000 0.00 454 7.359 119.682 16.000 0.00 455 7.019 119.284 16.000 0.00 456 6.686 118.880 16.000 0.00 457 6.360 118.470 16.000 0.00 458 6.041 118.054 16.000 0.00 459 5.729 117.634 16.000 0.00 460 5.425 117.207 16.000 0.00 461 5.129 116.776 16.bOO 0.00 462 4.840 116.339 16.000 0.00 463 4.559 115.898· 16.000 0.00 464 4.285 115.451 16.000 0.00 465 4.019 115.000 16.000 0.00 466 0.000 115.000 16.000 0.00 ·\ I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 -.. San Diego, CA 92108 LEGOLAND CARLSEAD -BEGINNING EAST COMPLEX RETAIL AREA , Job: 960240 Page: e,---;,z, Date: File: BIGSHOPl --------------------------< Boundary_ Conditions>----------------------~---- 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--- 1 Reaction Reaction Reaction 2 Reaction Reaction Reaction 3 Reaction R,eaction Reaction 4 Reaction Reaction Reaction 5 Reaction Reaction Reaction 6 Reaction Reaction Reaction 7 Reaction Reaction Reaction 8 Reaction Reaction Reaction 9 Reaction Reaction Reaction R;eaction Reaction Reaction 10 Reaction Reaction Reaction Reaction Reaction Reaction 11 Reaction Reaction Reaction. Reaction Reaction Reaction 12 Reaction Reaction Reaction Reaction Reaction Reaction 13 Reaction Reaction Reaction Reaction Reaction Reaction 14 Reaction Reaction Reaction Reaction Reaction Reaction 15 Reaction Reaction Reaction Reaction Reaction Reaction 16 Reaction Reaction Reaction Reaction Reaction Reaction 17 Reaction Reaction Reaction React.ion Reaction Reaction 18 Reaction Reaction Reaction Reaction Reaction Reaction 19 Reaction Reaction Reaction Reaction Reaction Reaction 20 Reaction R~act.ion Reaction Reaction Reaction Reaction 21 Reaction Reaction Reaction 165 STORY 1 STORY 1 STORY 1 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.~ Martin &·Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: C/1~ Date: File: BIGSHOPl ---------------------------< Materials (General) >---------------------------Material Young's Shear Poisson's Thermal Weight Yield Label· Modulus 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 A53B 29000.00 11154.00 0.3000 0.65000 0.490 35.00 A500 29000.00 11154.00 0.3-000 0.65000 0.490 46.00 I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 ··-. San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: ~---J~ Date: File: BIGSHOPl ================================<Sections>----~--------------------------- Section Database Material As As I I Torsion T Label Shape Label Area yy zz yy zz J C ------------------------------inA2--------------inA4------inA4------inA4---- COL1 P12XS A53B 19.24 1.2 1.2 361.54 361.54 723.09 BMl TU12X8X8 A500 18.40 1.2 1.2 188.00 353.00 401.00 COL2 TU4X4X8 A500 6.36 1.2 1.2 12.30 12.30 21.80 BM2 TU12X4X6 A500 11.10 1.2·1.2 30.50 178.00 89.00 COL3 TU12X4X6 A500 11.10 1.2 1.2 30.50 178.00 89.00 BM3 W14X74 A36 21.80 1.2 i.2 134.00 796.00 3.88 BM4 W8X13 A36 3.84 1.2 1.2 2.73 39.60 0.09 BRA~E TU4X4X8 ASOO 6.36 1.2 1.2 12.30 12.30 21.80 COL4 TU6X4X8 ASOO 8.36 1.2 1.2 18.40 35.30 42.10 BM5 W12X30 A36 8.79 1.2 1.2 20.30 238.00 0.46 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job : 9602J;O Page: C7'5 Date: File: BIGSHOPl ========== · ===================<Members>======================·========== Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-~nd J~End Label ,1, Length ---------------------------------xyzxyz-xyzxyz---1n-----1n-------------ft--- 1 1 37 2 2 39 3 3 40 4 4 42 5 5 43 6 6 4~ 7 7 35 8 35 36 9 8 305 10 9 22 11 22 332 12 10 23 13 23 386 14 11 24 15 24 426 16 12 25 17 25 283 18 13 26 19 26 2-52 20 14 27 21 27 225 22 15 28 23 28 45 24 16 29 25 29 75 26 17 30 27 30 105 28 18 31 29 31 165 30 19 32 31 32 195 32 20 33 33 33 465 34 21 34 35 34 466 36 45 46 37 46 47 38 47 48 39 48 49 40 49 50 41 50 51 42 51 52 43 52 53 44 53 54 45 54 55 46 55 .56 COL2 COL4 COL2 COL2 COL2 COL2 COLl COLl COL3 COLl COLl COLl COLl COLl COLl COLl COLl COL:L COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl COLl 90.0 BMl 9-0. 0 BMl 90.b BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90.0 BMl 14.00 14.00 14.00 14.00 14.00 14.00 8.00 8.00 16.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND ~LSBAD -BEGINNING EAST COMPLEX RETAIL ARID\. Job: 960240 Page: ?,tt/ Date: File: BIGSHOPl ============================== · .. ·< Metnbers >=====. ================== · ======== Metnber Joints x Axis Section End Rel.eases. Off sets Inactive? No I J K Rotate Set I: MMM J: MMM I-~nd J:End Label~ Length ---------------------------------xyzxyz-xyzxyz---in-----in-------------ft--- 4 7 5 6 5 7 9 0 . 0 BMl . 0 . 5 2 48 57 58 90.0 BMl 0.52 49 58 59 90.0 BMl 0.52 50 59 60 90.0 BMl 0.52 51 60 61 90.0 BMl 0.52 52 61 62 90. 0 BMl O. 52 5 3 6 2 63 9 0 • 0 BMl O • 5 2 54 63 64 90.0 BMl. 0.52 55 64 65 90.0 BMl 0.52 56 65 66 90.0 BMi ·0.52 57 66 67 90.0 BMl 0.54 58 67 68 90.0 BMl 0.52 59 68 69 90. 0 BMl O. 52 6 0 6.9 7 0 9 0 . 0 BMJ, 0 . 5 2 61 7 0 71 9 0 . 0 BMl O • 5 2 62 71 72 90. 0 BMl O. 52 63 72 73 90.0 BMl 0.52 64 73 74 90.0 BMl 0.52 65 74 75 90.0 BMl 0.66 66 75 7t:! 90. 0 BMl O. 39 6 7 7 6 7 7 9 0 . 0 BMl O • 5 2 6 8 7 7 7 8 9 0 . 0 BMl O • 5 2 69 78 79 90.0 BMl 0.52 7 0 7 9 8 0 9 0 . 0 BMl O • 5 2 71 80 81 90. 0 BMl O. 52 7 2 81 8 2 9 0 . 0 BMl O • 5 2 73 82 83 90.0 BMl 0.52 7 4 8 3 8 4 9 0 • 0 BMl O • 5 2 75 84 85 90.0 BMl 0.52 7 6 8 5 8 6 9 0 • 0 .BMl O . 5 2 77 86 87 9Q.O BMl 0.52 78 87 88 90.0 BMl 0.52 79 88 89 -90.0 BMl 0.52 8 0 8 9 9 0 9 0 . 0 BMl O . 5 2 81 90 91 90.0 BMJ, 0.52 82 91 92 90.0 BMl 0.52 83 92 93 90.0 BMl 0.52 84 93 94 90.0 BMl 0.52 85 94 95 90.0 BMl 0.52 8 6 9 5 9 6 9 O·. 0 BMl O . 5 2 87 96 97 90.0 BMl 0.52 88 97 98 90.0 BM1 0.52 89 98 99 90.0 BMl 0.52 90 99 100 90.0 BMl 0.52 91 100 101 90.0 BMl 0.52 92 101 102 90.0 BM1 o.s2 I I I I I I I I I I I I I I I I I I I RISA~3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD~ BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: c,,-r1 Date: File: BIGSHOPl ================.===============<Members>================================ Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM :,[-End J-End Label -1, Length ---------------------------~-----xyzxyz-xyzxyz---in-----in-------------ft--- 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 103 10.4 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BM1 90.0 BMl 90.0.BMl 90.0 BMl 90 .0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMi 90.0 BMl 90.0 BMl 90.0 BM1 90.0 BM1 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90 .0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl -90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90 .0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 o .52· 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: C,r~ Date: File: BIGSHOPl ==================== ======== ==< Meml;:>ers >= =============================== Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-~nd J:End Label+ Length - - - - - - - --- - - - - ---- - - - - --------- - -.,. - ---.xyzxyz-xyzxyz-- -in-- - - -in-- - - - - - - - - - --ft-- - 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 90.0 BMl 9·0. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0· BMl 90.0 BMl ·9;0. 0 BMl .90. 0 BMl 90, O I3MJ,. 90.0 BMi 90 .. 0 BMl 90.0 BMl 90~0 BM1 90.0 BMl 9-0. 0 BMl 90.0 BMl 90.0 BMl .90. 0 BMl 90.0 BMl 90.0 BM1 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90-. 0 BMl 90. 0 BM-1 90.-0 BMl 90.0 BMl 90.0 EMl 90.0 BMl 90 .0 BMi 90.0 BMl 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 I RISA-3D (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: c;"1q San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIµ AREA I ===============================<Members >================================= Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate $et I : MMM J: MMM I-End J-End Label -1, Length I ---------------------------------xyzxyz-xyzxyz---in-----irt-------------ft--- 185 194 195 90.0 BMl 0.52 186 196 197 90.0 BMl 0.52 187 197 198 90.0 BMl 0.52 I 188 198 199 90.0 BMl 0.52 189 199 200 90.0 BMl 0.52 190 200 201 90.0 BMl 0.52 1. 191 201 202 90.0 BMl 0.52 192 202 203 90.0 BMl 0.52 193 203 204 90.0 BMl 0.52 194 204 205 90.0 BMl 0.52 I 195 205 206 90.0 BMl 0.52 196 206 207 90.0 BMl 0.52 197 207 208 90.0 BMi 0.52 I 198 208 209 90.0 BMl 0.52 199 209 210 90.0 BMl 0.52 200 210 211 90.0 BMl 0.52 201 211 212 90.0 BMl 0.52 I 202 212 213 90.0 BMl 0.52 203 213 214 90.0 BMl 0.52 204 214 45 90.0 BMl 0.49 I 205 196 215 90.0 BMl 0.51 206 215 216 90.0 BMl 0.51 207 216 217 90.0 BMl 0.51 I 208 217 218 90.0 BMl 0.51 209 218 219 90.0 BMl 0.51 210 219 220 90.0 BMl 0.51 211 220 221 90.0 BMl 0.51 I 212 221 222 90.0 BMl 0.51 213 222 223 90.0 BMl 0.51 214 223 224 90.0 BMl 0.51 I 215 224 225 90.0 BMl 0.60 216 225 226 90.0 BMl 0.43 217 226 227 90.0 BMl 0.51 I 218 227 228 90.0 BMl 0.51 219 228 229 90.0 BMl 0.51 220 229 230 90.0 BMl 0.51 221 230 231 90.0 BMl 0.51 I 222 231 232 90.0 BMl Q.51 223 232 233 90.0 BMl 0.51 224 233 234 90.0 BMl 0.51 I 225 234 235 90.0 BMl 0.51 226 235 236 90.0 BMl 0.51 227 236 237 90.0 BMl 0.51 I 228 237 238 90.0 BMl 0.51 229 238 239 90.0 BMl 0.51 230 239 240 90.0 BMl 0.51 I I I I I I I I I I I I I I I I I I I I RISA-3D (R). Ve.rsion 3. 0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: ~e>O bate: File: BIGSHOP1 ================================<Members>=============================== Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I~End J-End Label~ Length ---------------------------------xyzxyz-xyzxyz---in-----in------~------ft--- 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 .258 259 260 261 262 ~63 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 90. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BM1 90.0 BMi 90.0 BM1 . 90.0 ;aMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0.BMl 90.0 BMl 90.0 BM1 90.0 BMl 90.0 BM1 90.0 BMl 90.0 BM1 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BM1 90.0 BMl 90.0 BMi 90.0 BMl 90.0 BMJ. 90.0 BMl 90.0 BMl 90.0 BM;!.. 90. 0 BMl 90.0 BM1 90.0 BMl 90.0 BM1 90.0 BMl 90. 0 BMi 90.0 BMl 90.0 BM1 90.0 BMl 90.0 BMi 90.0 BM1 90. 0 BMl 90.0 BMl 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 o.5i 0.51 0.70 0.33 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.58 0.45 0.51 0.51 I RISA-30 (R) Version 3.0 I Martin & Dunn Job : 960240 7801 Mission Center Ct., #400 Page: t,f;I · ·) San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I ============= ========-========<Members >===-===== == =================== Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-End J-End Labe·l -l, Length I ---------------------------------xyzxyz-xyzxyz~--in-----in-------------ft--- 277 286 287 90 .0 BMl 0.51 278 287 288 90.0 BMl 0.51 279 288 289 90.0 BMl 0.51 I 280 289 29() 90. 0 BMl 0.51 281 290 291 90.0 BMl 0.51 282 291 292 90.0 BMl 0.51 I 283 292 293 90. 0 BMl 0.51 284 293 29:4 90 .0 BM1 0.51 285 294 295 90 ."O BMl 0.51 I 286 295 296 90 .0 BMl 0.51 287 296 297 90. b BMl 0.51 288 297 298 90.0 BMl 0.51 289 298 299 90.0 BMl 0.51 I 290 299 300 90.0 BMl 0.51 291 300 301 90.0 BMl 0.51 292 301 302 90.0 BMl 0.51 I 293 302 303 90.0 BMl 0.51 294 303 304 90.0 BMl 0.51 295 305 306 90. 0 BMl 0.27 296 306 307 90.0 .BMl 0.27 I 297 307 308 90.0 BMl 0.27 298 308 309 90. 0 BMl . 0.27 299 309 310 90.0 BMl 0.27 I 300 310 311 90 .. 0 BMl 0.27 301 311 312 90.0 BMl 0.27 302 312 313 90.0 BMl 0.27 I 303 313 314 90.0 BMi 0.27 304 314 315 90.0 BMl 0.27 305 315 316 90.0 BMl 0.27 306 316 317 90.0 BMl 0.27 I 307 317 318 90.0 BMl 0.27 308 318 319 90. 0 BMl 0.27 309 319 320 90. O BMl 0.27 I 310 320 321 90.0 BMl 0.27 311 321 322 90.0 BMl 0.27 312 322 323 90.0 BMl 0.27 I 313 323 324 90. 0 BMi 0.27 314 324 325 90 .0 l3Ml 0.27 315 325 326 90.0 BMi 0.27 316 326 327 90.0 BMl 0.27 I 317 327 328 90.0 BMl 0.27 318 328 329 90.0 BMl 0.27 319 329 330 90.0 BMl 0.27 I _.... 320 330 331 · 90 .0 BMl 0.27 321 331 332 90.0 BMl 0.27 322 332 333 90.0 BMl. 0.27 I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Mart in & Dunn 7801 Mission Center Ct., #400 --~\ San Diego, CA 92108 Job: 960240 Page: C/0~ Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA ===============================<Members>=====.=========================. Member Joint~ x Axis Section End Releases Off:sets Inactive? No I J ~ Rotate Set I: MMM J: MMM I-End J-End Label~ Length ------------ ----------- ---. ..:-... -----xyzxyz-xyzxyz---in-- ---in--- -------·---ft--- 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 :SMl 90.0 BMl 90.0 BMl 90.0 BMl I -- 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372. 373 374 375 376 377 378 379 90.0 BMl 90. 0 BMl 90.0· BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl ~O. 0 BMl 90.0 BMl 90.0 BMl 90.0 BM1 90.0 BM:L 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BM;i. 90. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90.0 !3Ml 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0 .2-7 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0 .-27 0.27 1 I RISA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 ·) San Diego, CA 92108 Job: 960240 . Page : ?&::? Date: I I I I I I I I I I I I I I I I I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA File: BIGSHOPl ============ = ================<Members>================================ Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-End J-End Label~ Length - - - - - - - - - - - - - - - - - - --- - - - - - - - - - ----xyz-xyz-xyzxyz---in-- - --in-- --- - - - - - ---ft-- - 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393. 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 90.0 BMJ. 90.0 BMl 90.0 BMJ. 90.0.BMl 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.d 90.0 90.0 90.0 90.0 90.0 90.0 -90. 0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 BMl BM:1. BMl BMl BMl BMl BMl BMl BMl BMl BMl BMJ. BMl BMl BMl BMJ. BMl BMl BM:t BMl BMl BMl BMi BMl BMl BMl BMl BMl BMl BMl BMl BMl BMl BMl. BMl BMl BMl BM1 BMl BMl BMl BM1 0.27 0.27 0 .27 0.27 0.27 0.27 0.41 0.14 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0~27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 I RISA-,.3D (R} Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Ce.nter Ct., #400 Page: ?&4' :--1 San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I ====== ·====· ======.==============·< Members >===~~================ =========== Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-End J-End Label i Length_ "' . f I -----------~---------------------xyzxyz-xyzxyz---~n-----in-------------t--- 415 425 426 -90. 0 BM1 0.27 416 426 427 90.0 BMl 0.27 417 427 428 90.0 BMl 0.27 I 418 428 429 -90.0 BMl 0.27 419 429 430 90.0 BMl 0.27 420 430 431 90.0 BMl· 0.27 I 421 431 432 90.0 BMl 0.27 422 432 4,33 90.0 BMl 0.27 423 433 434 90.0 BMl 0. 27 - 424 434 435 90.0 BMl 0.27 I 425 435 304 90.0 BMl 0.27 426 195 436 90.0 BMl 0.47 427 436 437 90.0 BMl 0.52 I 428 437 438 90.0 BMl 0.52 429 438 439 90.0 BMl 0.52 430 439 440 90.0 BMl 0.52 431 440 441 . 90. 0 BMl 0.52 I 432 441 442 90.0 BMl 0.52 433 442 443 90.0 BMl 0.52 434 443 444 90.0 BMl 0.52 I 435 444 445 90.0 BMl 0.52 436 445 446 90.0 BMl 0.52 437 446 447 90.0 BMl 0.52 I 438 447 448 90.0 BMl 0.52 439 448 449 ·90. 0 BMl 0.52 440 449 450 90.0 BMl 0.52 441 450 451 90.0 BMl 0.52 I 442 451 452 90.0 BMl 0.52 443 452 453 90.0 BMl 0.52 444 453 454 90.0 BMl 0.52 I 445 454 455 90.0 BMl 0.52 446 455 456 90.0 BMl 0.52 447 456 457 -;)0.0 BMl 0.52 I 448 457 458 90.0 BMl 0.52 449 458 459 90.0 BMl 0.52 450 459 460 90.0 BMl 0.52 451 460 461 90.0 BMl 0.52 I 452 461 462 90.0 BMl 0.52 453 462 463 9.0. 0 BMl 0.52 454 463 464 90.0 BMl 0.52 I 455 464 465 90.0 BMl 0.52 456 37 38 90.0 BM5 BenPIN 13.~8 457 38 39 90.0 BM5 BenPIN 10.33 -, 458 37 305 90.0 BM3 BenPINBenPIN 35.03 I 459 38 386 90.0 BM3 BenPIN BenPIN 50.42 460 39 426 90.0 BM3 ,BenPIN BenPIN 48.39 I I I I I I I I I I I I I I I I I I I I RISA-3D (R} Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 -~1 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: ?,0'5 Date: File: BIGSHOPl ========== ====================<Members>================================= Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM !-~nd J~End Label~ Length ---------------------------------xyzxyz-xyzxyz---in-----in-------------ft--- 461 40 283 90.0 BM3 BenPIN BenPIN 41.37 462 42 252 90.0 BM3 BenPIN BenPIN 40.14 463 43 225 90.0 BM3 BenPIN BenPIN 45.81 464 44 36 90.0 BM3 BenPIN BenPIN 30.00 465 36 75 90.0 SM3 BenPIN BenPIN 29.93 466 39 40 90. 0 BM4 BenPIN .Benl?IN 11. 33 467 40 41 90. 0 BM4 BenPIN 7. 75 468 41 42 90 .. 0 BM4 BenPIN 7. 75 469 42 43 90 .. 0 BM4 BenPIN BenPIN 12.54 470 43 44 90.0 BM4 BepPIN BenPIN 26.96 471 44 466 90.0 };3M4 BenPIN BenPIN 14.86 472 466 447 90,0 BM4 BenPIN BenPIN 12.32 473 3 41 90.0 BRACE BenPIN };3ertPIN 16.00 474 4 41 90.0 BRACE BenPIN BenPIN 16.00 I RISA-3b (R) version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: a~ _.----..) San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -:BEGINNING EAST COMPLEX RETAIL AREA I ________________ :.._ _________ < AISC·, NDS Parameters >=========================== Section Length . Lb-yy. Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le-bend yy zz CH y z ---------------ft-----ft-----ft-----ft----·------------------------------ I 1 COL2 14.00 2. o.o 2.00 y y 2 COL4 14.00 2.00 2.00 yy 3 COL2 14.00 2.00 2.00 yy I 4 COL2 14.00 1.20 1.20 y y- 5 COL2 14.00 2~00 2.00 yy 6 COL2 14.00 2.00 2.00 y y I 7 COLl 8.00 14.00 14.00 i4.00 2.00 2.00 y y 8 COLl 8.00 14.00 14.00. 14.00 1.20 1.20 yy 9 COL3 16.00 16.00 16.00 16.00 ~LOO 2'.00 y y 10 COLl 8.00 16.00 16.00 16.00 ~.20 1.20 yy I 11 COLl 8.00 16.00 16.00 16.00 i.20 1.20 y y 12 COL1 8.00 16.00 16.00 16 .. 00 1.20 1.20 y y 13 COLl 8.00 16.00 16.00 16.00 1.20 1.20 y y I 14 COLl 8.00 16.00 16.00 16. o:o 1.20 1. 20' y y 15 COLl 8.00 16.00 16.00 16.00 1.20 1.20 yy 16 COL1 8.00 16.00 16.00 16.00 1.20 1.20 yy 17 COLl 8.00 16.00 16.00 16.00 1.20 1.2.0 y y I 18 COLl 8.00 16.00 16.00 16.00 1.20 .1.20 yy 19 COLl 8.00 16.00 16.00 1-6 .00 1.20 1.20 yy 20 COLl 8.00 16.00 16.00 16 .Ob 1.20 1.20 yy I 21 COLl 8.00 16.00 16.00 16.00 1.20 1.20 y y 22 COLl 8.00 16.00 16.00 1~.00 1.20 1.20 y y 23 COLl 8.00 16.00 16.00 16.00 1.20 1.20 yy I 24 COLl 8.00 16.00 16.00 16.00 1.20 1.20 y y 25 COLl 8.00 16.00 16. 0,0 16.00 1.20 1.20 y y 26 COLl 8.00 16.00 16.00 1-6. oo 1.20 1.20 y y 27 COLl 8.00 16.00 16.00 16.00 1.20 1.20 yy I 28 COLl 8.00 16.00 16.00 -16 .00 1.20 1.20 yy 29 COLl 8.00 16.00 16.00 16.00 1.20 1.20 yy 30 COLl 8.00 16.00 16.00 16.00 1.20 1.20 yy I 31 COLl 8.00 16.00 16 .,00 16.00 1.20 1.20 y y 32 COLl 8.00 16.00 16.00 16.00 1~20 1.20 y y 33 COLl 8 .00 · 16. 00 · 16.00 .16. 00 1.20 1.20 yy I 34 COLl 8.00 16.00 1-6 .00 16.00 2.00 2.00 y y 35 COLl 8.00 16.00 16.00 16.00 1.20 1.20 yy 36 BMl 0.52 15.74 15.74 15.74 0.65 0.65 37 BMl 0.52 .15. 74 15.74 15.74 0-. 65 0.65 I 38 BMi 0.52 15.74 15.74 15.74 0.65 0.65 39 BMl 0.52 15.74 15.74 15.74 Q.65 0.65 40 BMl 0.52 15.74 15.74 l.5.74 0.65 0.65 I 41 BMl 0.52 15.74 15.74 15.74 0.65 0. 6.5 42 BMl 0.52 15 .. 74 15.74 15.74 0.65 0.65 43 BMl 0.52 15.74 15.74 '15.74 0.65 0.65 44 BMl 0.52 15.74 15.74 i5.74 0.65 0.65 I 45 BMl 0.52 15.74 15.74 15.74 0.65 0.65 46 BMl 0.52 15.74 15.74 15.74 0.65 0.65 I I RISA-3D (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: v&1 ··-': San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I -------------~------------< AISC,NDS Parameters >=========================== Section Length Lb-yy Lb-zz Lcomp K K Crnyy Crnzz Cb,B Sway Member Set le2 lel le-bend yy zz CH y z ---------------ft------ft-----ft------ft---------------------------------- I 47 BMl 0.52 15.74 15.74 15. 74 0.65 0.65 48 BMl 0.52 15.74 15.74 15.74 0.65 0.65 49 BMl 0.52 1.5. 74 15. 74 15.74 0.65 0.65 I 50 BMl 0.52 15.74 15.74 15.74 0.65 0.65 51 BMl 0.52 15.74 15.74 15.74 0.65 0.65 52 BMl 0.52 15.74 15.74 15.74 0.65 0.65 I 53 BMl 0.52 15·. 74 15.74 15.74 0.65 0.65 54 BMl 0.52 15.74 15.74 15.74 0.65 0.65 55 BMl 0.52 15.74 15.74 15.74 0.65 0.65 56 BMl 0.52 15.74 15.74 15.74 0.65 0.65 I 57 BMl 0.52 15.74 15.74 15.74 0.65 b.65 58 BMl 0.52 15.74 15.74 15.74 0.65 0.65 59 BMl 0 .52. 15.74 15.74 15.74 0.65 0.65 I 60 BMl 0.52 15.74 15.74 15.74 0.65 0.65 61 BMl 0.52 15.74 15.74 15.74 0.65 0.65 62 BMl 0.52 15.74 15.74 15.74 0.65 0.65 63 BMl 0.52 15.74 15.74 15.74 0.65 0.65 I 64 BMl 0.52 15.74 15.74 15. 74 0.65 0.65 65 BMl 0.66 15.74 15.74 15.74 0.65 0.65 66 BMl 0.39 15.47 15.47 15.47 0.65 0.65 I 67 BMl 0.52 ·15 .47 15.47 15.47 0.65 0.65 68 BMl 0.52 15.47 15.47 15.47 0.65 0.65 69 BMl 0.52 15.47 15.47 15.47 0.65 0.65 I 70 BMl 0.52 15.47 15.47 15.47 0. 6·5 0.65 71 BMl 0.52 15.47 15.47 15.47 0.65 0.65 72 BMl 0.52 15.47 15.47 15.47 0.65 0 .. 65 73 BMl 0.52 15.47 15.47 15.47 0.65 0.65 I 74 BMl 0.52 15.47 15.47' 15.47 0.65 0.65 75 BMl 0.52 15.47 15.47 15 .4.7 0.65 0.65 76 BMl 0.52 15.47 15.47 15.47 0.65 0.65 I 77 BMl 0.52 15.47 15.47 15.47 0.65 0.65 78 BMl 0.52 15.47 15.47 15.47 0.65 0.65 79 BMl 0.52 15.47 15.47 15.47 0.65 0.65 I 80 BMl 0.52 15.47 15.47 15.47 0.65 0.65 81 BMl 0.52 15.47 15.47 15.47 0.65 0.65 82 BMl 0.52 15.47 15.47 15.47 0.65 0.65 83 BM1 0.52 15.47 15.47 15.47· 0.65 0.65 I 84 BMl 0.52 .. 15 .47 15.47 15.47 0.65 0.65 85 BMl 0.52 15.47 15 ;47 15.47 0.65 0.65 86 BMl 0.52 15.47 15.47 ;i5.47 0.65 0.65 I 87 BMl 0.52 15.47 15.47 15.47 0.65 0.65 88 BMl 0.52 15.47 lS.47 15.47 0.65 0.65 89 BMl 0.52 15.47 15.47 15.47·0.65 0.65 90 15.47 15.47 / 0.65 BMl 0.52 15.47 0.65 I 91 BMl 0.52 15.47 15.47 15.47 0 .. 65 0.65 92 BMl 0.52 15.47 15.47 15.47 0.65 0.65 I I RISA-3D .(R) Version 3. 0 Martin & Dunn I 7801 Mission Center Ct., #400 ---\ San Diego, CA 92108 Job: 960240 Page: e,&8 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I I I I I I I I I I I I I I I I --------------------------< AISC,NDS Parameters>--_------------------------ Section Length Lb-yy Lb-zz Lcomp K K Crnyy Crnzz Cb,B Sway Member Set le2 l.el le-bend yy zz CH y z - - - - - - - - - - - - - --ft------ -f.t . - - - --ft-- - - --ft-- - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 93 BMl 94 BMl 95 BMl 96 BMl 97 BMl 98 BMl 99 BMl 100 BMl 101 BMl 102 BMl 103 BMl 104 BMl 105 BMl 106 BMl 107 BM1 108 BMl 109 BMl 110 BMl 111 BM1 112 BMl 113 BMl 114 BMl 115 BMl 116 BM1 117 BMl 118 BM1 119 BMl 120 BMl 121 BMl 122 BMl 123 BM1 124 BM1 125 BMl 126 BM1 127 BMl 128 BMl 129 BMl 130 BMl 131 BMl 132 BMl 133 BM1 134 BMl 135 BM1 136 BMl 137 BMl 138 BMl 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0 . .52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.5.2 0.52 0.52 0.52 0 .52 · 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0 .52. 0.52 0.52 0.52 0.52 15.47 15.47 15.47 31.2.0 31. 2-0 31.20 31.20 31.20 31.2,0 31.20 31.20 31.20 3i. 2·0 31.20 31. 2-0 31.20 31. 2-0 31.20 31.20 31.20 31.20 31.20 31.20 31. 2·0 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31. 20· 31.20 31.20 31.20 31.20 31.20 31.~0 3·1.20 31.20 31.20 31.20 31.20 31.20 15.47 15.47 15 .. 47 31.20 3i.20 -31.20 31.20 31.20 31.20 31.20 31.20 31.20 31. 2.0 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31,20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31. 2.0 31.20 31.20 31.20 31.20 31.20 31,20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 31.20 15.47 0 .. 65 0.65 15.47 0.65 0.65 15.47 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 .0.65 31.20 .0.65 0.65 3i.20 0.65 0.65 3l,.20 0.65 0.65 3·1. 20 0. 65 0. 65 31.20 0.65 0.65 31.20 b.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31 .. 20 0.65 0.65 31.20 0 .. 65 0.65 31.20 o·.65 o.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31. 2.0 O. 65 0. 6'5 31.20 0.65 0.65 31 . 2 0 ()_ • 6 5 0 • 6 5 31 .. 20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31,20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 .31;20 o·.65 o.65 31.20 0.65 0.65 ~1.20 0.65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 ,31.-20 0.65 0.65 31.20 0.-65 0.65 31.20 0.65 0.65 31.20 0.65 0.65 I RISA-3D (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: ~q .. ------.., San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I ---------------------------< AI$C., ND$ Parameters >=========================== Section Length Lb-yy Lb-zz. Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 le1 le-bend yy zz CH y z ---------------ft-----·ft------ft------ft---------·------------------------ I 139 BMl 0.52 31.20 31.20 31.20 0.65 0.65 140 BMl 0.52 31.20-31.20 31.20 0.65 0.65 141 BMl 0.52 31.20 31.20 31.20 0.65 0.65 I 142 BM1 0.52 31.20 3:J..20 31.20 0.65 0.65 143 BMl 0.52 31.20 31.20 31.20 0.65 0.65 144 BMl 0.52 31.20 31.20 31.20 0.65 0.65 I 145 BMl 0.52 31.20 31.20 31.20 0.65 0.65 146 BMl 0.52 31.20 31.20 31 .. 20 0.65 0.65 147 BMl 0.52 31.20 31.20 31.20 0.65 0.65 148 BMl 0.52 31.20 31.20 31.20 0.65 0.65 I 149 BMl 0. 52. 31.20 31 . .20 :31.20 0.65 0.65 150 BM1 0.52 31.20 31.20 31.20 0.65 0.65 151 BMl 0.52 31~20 31.20 31.20 0.65 0.65 I 152 BMl 0.52 3:J..20 31.20 31.20 0.65 0.65 153 BMl 0.52 31.20 31.20 31.20 0.65 0.65 154 BMl 0.52 31.20 31.20 31.20 0.65 0.65 I 155 BMl 0.52 31.20 31.20 31.20 0.65 0.65 156 BMl 0.52 15.60 15.60 15.60 0.65 0.65 157 BMl 0.52 15.60 15.60 15.60 0.65 0.65 158 BMl 0.52 15.60 15.60 15.60 0.65 0.65 I 159 BMl 0.52 15.60 lS.60 15.60 0.65 0.65 160 BMl 0.52 15.60 15.60 15.60 0.65 0.65 161 BMl 0.52 i5.60 15.60 i5.60 0.65 0.65 I 162 BMl 0.52 15.60 15.60 15.60 0.65 0.65 163 BMl 0.52 15.60 15.60 15.60 0.65 0.65 164 BMl 0.52 15.60 15.60 15.60 0.65 0.65 165 BMl 0.52 15.60 15.60 15.60 0.65 0.65 I 166 BMl 0.52 15.60 15.60 15.60 0.65 0.65 167 BMl 0.52 15.60 15.60 15.60 0.65 0.65 168 BMl 0.52 15.60 15.60 l5.60 0.65 0.65 I 169 BMl 0.52 15.60 15.60 15.60 0.65 0.65 170 BMl 0.52 15.60 15.60 15.60 0. 65 0.65 171 BMl 0.52 15.60 15.60 15.60 0.65 0.65 I 172 BMl 0.52 15.60 15.60 15.60 o. 65 ·o. 65 173 BMl 0.52 15.60 15.60 15.60 0.65 0.65 174 BMl 0.52 15.60 1s. 6·o 15.60 0.65 0.65 175 BMl 0.52 15.60 15.60 15.60 0.65 0.65 I 176 BM1 0.52 15.60 15.60 15.60 0.6-S 0.65 177 BMl 0.52 15.60 15.60 15.60 0.65 0.65 178 BM1 0.52 15.90 15.60 =!-5.60 0.65 0.65 I 179 BMl 0.52 15.60 15.60 .is. 60 0 .. 65 0.65 180 BMl 0.52 . 15. 60 15.60 15.60 0.65 0.65 181 BMl 0.52 15.60 15.60 :J,.5.60 0.65 0.65 I --182 BMl 0.52 15.60 15.60 15.60 0.65 .0.65 183 BMl 0.52 15,60 15.60 15.60 0.65 0.65 184 BMl 0.52 15.60 15.60 lS.60 0.65 0 .-65 I I RISA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 ---'\ San Diego, CA 92108 Job: 960240 Page : e,,ql> Date: File: BIGSHOPl I I I I I I I I I I I I I I I I I LEGOLAND CARLSBAD~ BEGINNING EAST COMPLEX RETA!L AREA --------------------------< AISC,NDS Parameters>==============·=========== Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel ·1e-bend yy zz CH y z ---------------ft------ft----.ft -----ft----------------------------------- 185 BMl 186 BMl 187 BMl 188 BMl 189 BMl 190 BMl 191 BMl 192 BMl · 193 BMl 194 BMl 195 BMl 196 BMl 197 BMl 198 BMl 199 BMl 200 BMl 201 BMl 202 BMl 203 BMl 204 BMl 205 BMl 206 BMl 207 BMl 208 BMl 209 BMl 210 BMl 211 BMl 212 BMl 213 BMl 214 BMl 215 BMl 216 BMl 217 BMl 218 BMl 219 BMl 220 BMl 221 BMl 222 BMl 223 BMl 224 BMl 225 BMl 226 BMl 227 BMl 228 BMl 229 BMl 230 BMl 0.52 0.52 0.52 0.52 0.52 0.$2 0.52 0.52 0.52 0.52 0.52 0.52 o·.52 0.52 0.52 0.52 0.52 0.52 0.52 0-.49 0.51 0.51 0.51 0.51 0.51 0.51 0.5i 0.51 0.51 0.51 0.60 0.43 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 15. 60 15. 6.0 15.55-15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15. 55 15. 55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15. 55 ·15. 55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15.55 15 .'55 15. 55 15.55 15.55 15 .·55 15. 55 15.55 15.55 15.55 15.55 13.88 13.88 13:88---13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13. 88 13. ·88 13.88 13.88 13~88 i3.88 13.88 13.88 13.88 13.88 13;88 13.88 15.60 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15 . 55 0. 65 0 .. 65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 Q.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 o,.65 15.55 0.65 0.65 15-.55 0 .65 0 .65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15.55 0.65 0.65 15 . -55 0. 65 0. 65 15.55 0.65 0.65 15.55 0.65 0.65 13. 88 ·0. 6.5 0. 65 13.88 0.65 0.65 13.88 0.6-5 0.65 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 i3.88 0.65 0·.65 13.88 0.6.5 0.65 13.88 0.65 0.65 13.88 0;65 0.65 13.88 0.65 0.6'5 13.88 0.65 0.65 13.88 0.6.5 0.65 I RISA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 .------1 San Diego, CA 92108 Job: 960240 P~ge: ?R/1. Date: File: BIGSHOPl I I I I I I I I I I I I I I I I ... I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA --------------------------< AISC,NDS Parameters>=========================== Section Length Lb-yy Lb-zz Lcornp K K Crnyy Crnzz Cb,B Sway Member Set le2 lel le-bend yy zz CH y z ---------------ft-----ft-·----ft------ft------· -------------.------------ 231 BMl 232 BMl 233 BMl 234 BMl 235 BMl 236 BMl 237 BMl 238 BMl 239 BMl 240 BMl 241 BMl 242 BMl 243 BMl 244 BMl 245 BMl 246 BMl 247 BMl 248 BMl 249 BMl 250 BMl 251 BMl 252 BMl 253 BMl 254 BMl 255 BMl 256 BMl 257 BMl 258 BMl 259 BMl 260 BMl 261 BMl 262 BMl 263 BMl 264 BMl 265 BMl 266 BMl 267 BMl 268 BMl-- 269 BMl 270 BMl 271 BMl 272 BMl 273 BMl 274 BMl 275 BMl 276 BMl 0.51 0.51 o .5:1 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.70 0.33 0.51 0 .5:I. 0.51 0.51 0.51 0.51 0.51 0.51 0 .51 · 0.51 0.51 0.51 0.51 0 .5.1 O.Sl 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 -0.51 0.51 0.51 ·o .51 0.51 0.58 0.45 0.51 0.51 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 15.70 15.70 15.70 15.70 15. 70 ;15.70 15.70 15.70 15.70 . 15. 70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15 /70 15.70 15.70 15.70 13·. 35 13.35 13.35 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 13.88 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 i5.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 15.70 13.35 13.35 13.35 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.6.5 0.65 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 l~.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 13.88 0.65 0.65 15.70 0·.65 0.65 15. 10 o·. 65 o. 65 15. 10 o. 6.5 o. 65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 lS..70 0.65 .0.65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 i5.70 0.65 0.65 15.70 0.65 0.65 15.70 o.65 0.6·5 15.70 0.65 Q.65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 15.70 0.65 0.65 15 • 7 0 0 • 6 5 0 • "6 5 15.70 0.65 0.65 15.70 0.65 0.65 15. 70 0. 65 0. 65 15.70 0.6,5 0.65 15.70 0.65 0.65 i5.70 0.65 0.65 15.70 0.65 0.65 l5. 70 .Q. 6.S O. 65 13.35 0.65 0.65 13.35 0.65 0.65 13.35 0.65 0.65 I RISA-3D (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: c/11/ · ----\ San Pi ego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I --------------------------< AISC,NDS Parameters >=========================== Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le-bend yy zz CH y z ---------------ft------ft------ft------ft----------------------------------- I 277 BMl 0.51 13.35 13.35 13.~5 0 .6'5 0.65 278 BMl 0.51 13.35 13.35 13.35 0.65 0.65 279 BMl 0.51 13.35 13.35 13.35 0.65 0.6-S I 280 BMl 0.51 13.35 13.35 13.35 0.65 0.65 281 BMl 0.51 13.35 13.35 13.35 0.65 0.65 282 BMl 0.51 13.35 13.35 13.35 0.65 0.65 I 283 BMl 0.51 13.35 13.35 13.35 0.65 0.65 284 BMl 0.51 13.35 13.35 13.35 0.65 0.65 285 BMl 0.51 13.35 13.35 13.35 0.65 0.65 286 BMl 0.51 13.35 13.35 13.35 o·. 65 0.65 I 287 BMl 0.51 13.35 13.35 13.35 0.65 0.65 288 BMl Q.51 .13. 35 13.35 1.3. 35 0.65 0.65 289 BMl 0.51 13.35 13.35 13.35 0.65 0.65 I 290 BMl 0.51 13.35 13 .. 35 13.35 0.65 0.65 291 BMl 0.51 13.35 13.35 13.35 0.65 0.65 292 BMl 0.51 13.35 13.35 13.35 0.65 0.65 I 293 BMl 0.51 13.35 13.35 13.35 0.65 0.65 294 BMl 0 .5-1 13.35 13.35 13.35 0. 6-5 0.65 295 BMl 0.27 7.00 7. o.o 7.00 0.65 0.65 296 BMl 0.27 7.00 7.00 7.00 0.65 0.65 I 297 BMl 0.27 7.00 7.00 7.00 0.65 0.65 298 BMl 0.27 7.00 7.00 7.00 0.65 0.65 299 BMl 0.27 7.00 7.00 7.00 0.65 0.65 I 300 BMl 0.27 7.00 7.00 7.00 0.65 0.65 301 BMl 0.27 7.00 7.00 7.00 0.65 0.65 302 BMl 0.27 7.00 '7.00 7.00 0.65 0.6:S 303 BMl 0.27 7.0(;) 7.00 7.00 0.65 0.65 I 304 BMl 0.27 7.00 '7.00 7.00 0.65 0.65 305 BMl 0.27 7.00 7.00 7.00 0.65 0.65 306 BMl 0.27 7.00 7.00 7.00 0.65 0.65 I 307 BMl 0.27 7.00 7.00 7.'00 0.65 0.65 308 BMl 0.27 7.00 7.00 7.00 0.65 0.65 309 BMl () • .27. 7.00 7.00 7.00 0.65 0.65 I 310 BMl 0.27 7.00 7.00 7.00 0.65 0.65 311 BMl 0.27 7.00 7.00 7.00 0.65 0.65 312 BMl 0.27 7.00 7.00 7.00 0.65 0.65 313 BMl 0.27 7.00 7.00 7.00 0.65 0.65 I 314 BMl 0.27 7.00 7 .o·o 7.00 0.65 0.65 315 BMl 0.27 7.00 7.00 7.00 0.65 0.65 316 BMl 0.27 7.00 7.00 7.00 0.65 0.65 I 317 BMl 0.27 7.00 7.00 7.00 0.65 0. 65, 318 BMl 0.27 7.00 7.00 7.00 0.65 0.65 319 BMl 0.27 7.00 7.00 , 7. 00 0.65 0.65 I -320 BMl 0.27 7.00 7.00 7.00. 0.65 0.65 321 BMl 0.27 7.00 7.00 7.00 0.65 0.65 322 BMl 0.27 14.45 14;.45 14.45 0.65 0.65 I I RISA-3D (R) Version 3. O Martin & Dunn Job . 960240 I . 7801 Mission Center Ct., #400 Page: t'l?:7 ---.\ San Diego, CA 92108 Date: File: BIGSHOPl I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA. I --------------------------< AISC,NDS Parameters >=== ======================= Section Length Lb-yy Lb-zz Lcomp K K Cmyy Ctnzz Cb,B Sway Member Set le2 lel le-bend yy zz CH y z - - - - - - - - - - - - - - -ft - - - - - -ft - - - - - -f.t - - - - -_ft -. - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - I 323 BMl 0.27 14.45 14.45 14.45 0.65 o·. 65 324 BMl 0.27 14-.45 14.45 14.45 0.65 0.65 325 BMl 0.27 14.45 14.45 14.45 0.65 0.65 I 326 BMl 0.27 14.45 14.45 14.45 0.65 0.65 327 BMl 0.27 14.45 14.45 14.45 0.65 0.65 328 BMl 0.27 14.45 14.45 14.45 0.65 0.65 I 329 BMl 0.27 14.45 14 .4-5 14.45 0.65 0.65 330 BMl 0.27 14.45 14.45 14.45 0.65 0.65 331 BMl 0.27 14.4,? 14.45 14.45 0.65 0.65 332 BMl 0.27 14.45 1-4.45 14.45 0 .. 65 0.65 I 333 BMl . 0 .27 14.45 14.45 14.45 0.65 0.65 334 BMl 0.27 '14.45 14.45 14.45 0.65 0.65 335 BMl 0.27 14.45 14.45 14.45 O·. 65 0.65 I 336 BMl 0.27 14 .. 45 14.45 14.45 0.65 0.65 337 BMl 0.27 14.45 14.45 14.45 0.6'5 0.65 338 BMl 0.27 14.45 14.45 14.45 0.65 0.65 I 339 BMl 0.27 14.45 14.45 14.45 0.65 0.65 340 BMl 0.27 14.45 14.45 14.45 0.65 0.65 341 BMl 0.27 J,.4.45 14.45 14.45 0.65 0.65 342 BMl 0.27 14.45 14.45 14.45 0.65 0.65 I 343 BMl 0.27 14.45 14.45 14.45 0.65 Q.65 344 BMl 0.27 14.45 14.45 14.45 0.65 0.65 345 BMl 0~27 14.45 14.45 14.45 0.65 0.65 I 346 BMl 0.27 14,45 14.45 · i4.45 0.65 0.65 347 BMl 0.27 14.45 14.45 14.45 0.65 0.65 348 BMl 0.27 14.45 :I.4 .45 · 14.45 0.65 0.65 349 BMl 0.27 14.45 14.45 14.45 0.65 0.65 I 350 BMl 0.27 14.45 14.45 14.45 0.65 0.65 351 BMl 0.27 14.45 14.45 14.45 0.65 0.65 352 BMl 0.27 14.45 14.45 14.45 0.65 0.65 I 353 BMl 0.27 14.45 14.45 14.45 0.65 0.65 354 BMl 0 .27 14.45 14.45 14.45 0.65' 0.65 355 BMl· 0 .27· 14.45 14.45 14.45 0. 6.5 0.65 I 356 BMl 0.27 14.45 14.45 14.45 0.65 0.65 357 BMl 0 .27 14.45 14.45 14.45 0.65 0.65 358 BMl 0.27 14.45 14.45 14.45 0.6'5 0.65 359 BMl 0 .27 -14 .. 45 14.45 14.45 0.65 0.65 I 360 BMl o· .21 14.45 14.45 14,.45 0.65 0.65 361 BMl 0.27 14.45 14.45 14.45 0.65 0.65 362 BMl 0.27 14.4e5 14.45 14.45 0.65 0.65 I 363 BMl 0.27 14.45 14.45 14.4,5 0.65 0.65 364 BMl 0.27 14.45 14.45 14.45 0.65 0.65 365 BMl 0.27 14.45 14.45 ,14 .45 0.65 0.65 I 366 BMl 0.27 14.45 . 14 .45 14.45 .0.65 0.65 367 BMl 0.21 14.45 14.45 14.45 0.65 0.65 368 BMl 0.27 14..45 14.45 14.45 0.65 0.65 I I RISA-3D {R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 ·) San Diego, CA 92108 Job: 960240 Page: tt,4--" Date: File: BIGSHOPl I I I I I I I I I I I I I I I I ~ I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA -------------------~~-----< AISC1 NDS Parameters>.-------------------------- Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le--bend yy zz CH y z ---------------ft------ft------ft~----ft----------------------------------- 369 BMl 370 BMl 371 BMl 372 BMl 373 BMl 374 BMl 375 BMl 376 BMl 377 BMl 378 BMl 379 BMl 380 BMl 381 BMl 382 BMl 383 BMl 384 BMl 385 BMl 386 BMl 387 BMl 388 BMl 389 BMl 390 BMl 391 BMl 392 BMl 393 BMl 394 BMl 395 BMl 396 BMl 397 BMl 398 BMl 399 BMl 400 BMl 401 BMl 402 BMl 403 BMl 404 BMl 405 BMl 406 BMl 407 BMl 408 BMl 409 BMl 410 BMl 411 BMl 412 BMl 413 BMl 414 BMl 0.27 0.27 0.27 0.27 0.27 0.27 0.41 0.14 0.27 0.27 0.27 0.27 0.27 0.27 0 .27 - 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 14.45 14.45 14.45 14.45 14.45 J,4.45 14.45 10.67 10.67 10.67 10.67 10.67 10.67 10. 67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 '10.67 10.67 10.67 10.67 10.67 10.67 10.67 10-. 67 10.67 10.67 10.67 10.67 10.67 10.67 -10 .67 10,67 10.67 10.67 10.67 10,67 10.67 10.67 14.45 14.45 14.45 14.45 14.45 14.45 14.45 lQ.67 10.67 10.67 10.67 10.67 -10. 67 10.67 10.67 10.67 10.-67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 l0.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 14.45 0.65 0.65 14.45 0.65 0.65 14:. 45-0. 65 0 . 65 14.45 0.65 0.65 14.45 0.65 0.65 ·14. 45 0. 65 0. 65 14.45 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 .10.67 0.65 0.65- 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 J,0.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 - 10.67 0.65 0.65 10.67 0.65 0.65 ·10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10. 67 0 .'65 0. 65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.65 10.67 0.65 0.6-S 10.67 0.65 0.65 10.67 0.65 0.65 l.,0.67 0.65 0.65 10.67 0.65 0.65 10.67 o._65 o.6.s ,10.67 0.65 0.65 1.0 ~ 67 0. 65 O. 65 10.67 0.65 0.65 10.67 0.65 0.65 I RlSA-3D (R) Version 3.0 Martin & Dunn . I· 7801 Mission Center Ct., #400 ·--...... San Diego, CA 92108 Job : ~~oi4o Page: V"t YJ Date: I I I I I I I I I I I I I I I I I \ LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA File: BIGSHOPl --------------~----~-~--~-< AISC,NPS Parameters>--------------------------- Section Length .Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le-bend yy .zz CH y z ---------------ft-----ft------ft------ft---------------------------------- 415 BMl 0.27 10.67 10.67 10.67 0.65 0.65 416 BMl 0.27 13.35 13.35 13.35 0.65 0.65 417 BMl 0.27 13.35 .13.35 13.35 0.65 0.65 418 BMl 0.27 13.35 13.35 13.35 0.65 0.65 419 BMl 0.27 13.35 13.35 13.35 0.65 0.65 420 BMl 0.27 13.~5 13.35 13.35 0.65 0.65 421 BMl 0.27 13.35 13.35 13.35 0.65 0.65 422 BMl 0.27 13.35 ;1.3.35 13.35 0.65 0.65 423 BMl 0.27 13.35 13.35 13.35 0.65 0.65 424 BMl 0.27 13.35 13.35 13.-35 0.65 0.65 425 BMl 0.27 13.35 13.35 13.35 0.65 0.65 426 BMl 0.47 15.55 15.55 15.55 0.65 0.65 427 BMl 0.5.2 15.55 15.55 15.55 0.65 o.:65 428 BMl 0.52 15.55 15.55 15.55 0.65 0.65 429 BMl O. 52 15. 55 15. 55 15. 5.5 0. 65 0. 65 430 BMl 0.52 15.55 15.55 15.55 0.65 0.65 431 BMl 0.52 15.55 15.55 15.55 0.65 0.65 432 BMl 0.52 15.55 15.55 15.55 0.65 0.65 433 BMl o.52 i5.55 15.55 15.55 o.65 o.65 434 BMl 0.52 15.55 15.55 15.55 0.65 0.65 435 BMl 0.52 15.55 15.55 15.55 0.65 0.65 436 BMl 0.52 15.55 15.55 15.55 0.6-5 0.65 437 BMl 0.52 15.55 15.55 15.55 0.65 0.65 438 BMl 0.52 15.55 15.55 15.55 0.65 0.65 439 BMl 0.52 15.55 15.55 15.55 0.65 0.65 440 BMl 0 .. 52 15.55 15.55 15.55 0.65 0.65 441 BMl 0.52 15.55 15.55 15.55 0.65 0.65 442 BMl 0.52 15.55 15.55 15.55 0.6$ 0.65 443 BMl 0.52 15.55 15.55 15.55 0.65 0.65 444 BMl 0.52 15.55 15.55 15.55 0.65 0.65 445 BMl 0.52 15.55 15.;SS 15.55 0.65 0.65· 446 BMl 0.52 15.55 15.55 15.55 0.65 0.65 447 BMl 0.52-·15.55 15.55 15.55 o.65 o.65 448 BMl 0.52 15.55 -1'5.5.5 15.55 0.65 0.65 449 BMl 0.52 15.55 15.55 15.55 0.65 0.65 450 BMl 0.52 15.55 15.55 15.55 0.65 0.65 451 BMl 0 .. 52 15.55 i5.55 15.55 0.65 0.65 452 BMl 0.52 15.55 15.55 15.55 0.65 0.65 453 BMl O. 52 15. 55 15. 55 15. 55· 0. 65 0. 65 454 BMl 0.52 15.55 15.55 15.55 0.65 0.65 455 BMl O. 52 15 .. 55 15. 55 15. 55 0. 65 0. 65 456 BM5 13.28 0.80 0.80 457 BM5 10.33 0.80 0.80 458 BM3 35.03 1.00 1.00 459 BM3 50.42 1.00 1.00 460 BM3 48.39 1.00 1.00 I RI$A-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 --------San Diego, CA 92108 ) Job: 960240 Page: c,.ql) Date: I I I I I I I I I I I I I I I I --- 1 LEGOLAND CARLSBAD -B.EGINNING EAST COMPLEX RETAIL AREA File: BIGSHOPl _____________ _; _________ ...,. __ < AISC,NDS Parameters>--------------------------- Section Length Lb-yy Lb-zz Lcornp K K Crnyy Crnzz Cb,B Sway Member Set le2 lel le-bend yy zz CH y z --------------ft------ft------ft------rt----------------------------------- 461 BM3 41.37 1.00 1.00 462 BM3 40.14 1.00 1.00 463 BM3 45.81 1.00 1.00 464 BM3 30.00 1.00 1.00 465 BM3 29.93 1.00 1.00 466 BM4 11.33 1.00 1.00 467 BM4 7.75 1.00 i.00 468 BM4 7.75 469 BM4 12.54 470 BM4 26.96 471 BM4 14.86 472 BM4 12.32 473 BRACE 16.00 474 BRACE 16.00 1. o.o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I RJSA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 .-----.. San Diego, CA 92108 ) Job: 960240 Page: C-C?1 Date: I I I I I I I I I I I I I I I I I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA File: BIGSHOPl -----------------------<Plate/Shell Elements>------------------------- Plate Joints Material Stress Location Inactive? No. A a c D Set Thickness R s Label ----------------------------------------in--------------------------------- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 37 305 38 39 40 42 43 45 3·6 36 36 36 36 105 466 305 332 386 426 -283 252 225 75 75 105 165 195 465 135 465 386 386 426 283 252 225 75 225 105 165 195 465 466 1-65 195 38 A36 A36 39 A36 40 A36 42 A36 43 A36 44 A36· A36 A36 A36 A36 A36 44 A36 ~36 A36 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I I I I I I I I I I I I ·I I -1 I I I I R!SA-3D {R) version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 -) San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: C,q/3 Date: File: BIGSHOPl =========================<Basic Load Case Data>========================= BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. Surface ---------------------------------------,--------------------------------------1 2 DEAD LOAD SEISMIC LOAD 1 15 15 ======================<.Plate Surface Loads, BLC 1 >======================= Plate Label/No. Direction Magnitude ---------------- . ----------------K/ft2---· ------------------· --------------- 1 z 0.025 2 z 0~025 3 z 0.025 4 z 0.025 5 z 0.025 6 z 0.025 7 z 0.025 8 z 0.025 9 z 0.025 10 z 0.025 11 z 0.025 12 z b.025 13 z 0.025 14 z 0.025 15 z 0.025 I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 -~. San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINN!NG EAST COMPLEX RETAIL AREA Job: 960240 Page: e,.q~ Date: File: BIGSHOPl ===============< Joint Loads/Enforced Displacements, BLC 2 >================ Joint Is this a Load or Direction Number a Displacement? {X,Y,Z,Mx,My,Mz) Magnitude ----------------------------------------------------K,K-ft,in,rad--------- 37 L Y 11.000· I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 --.; San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA ·Job : 960240 Page: ?100 Date: File: BIGSHOPl -----------------------:-< Plate Surface Loads, BLC 2 >-----------------------Plate Label/No. Direction Magnitude. --------------------------------K/ft2-------------------------------------1 Y 0.004 '2 Y 0.004 3 Y 0.0-04 4 Y 0.004 5 Y 0.004 6 Y . 0.004 7 Y 0.004 8 Y 0.004 9 Y 0.004 10 Y 0.004 11 Y 0.004 12 Y 0,004 13 Y 0.004 14 Y 0.004 15 Y 0,004 I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3. 0 Martin & Dunn 7801 Mission Center Ct., #400 -··-\ San Diego, CA 92108 Job: 960240 Page: blDI Date: I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA File: BIGSHOPl ==========================<Load Combinations>-------------------~-------- RWPE No. Description BLC Fae BLC Fae BLC Fae BLC Fae BLC Fae SSdv -------------------------------------------~ ----------------------------1 DL + E 1 1 2 1 yyy 2 DL + 1.5E ~ 1 :L 2 1.5 yyy 3 DL + 3RwE/~ 1 1 2 3 yyy 4 DL + E 1 1 2 -1 yyy 5 DL + 1.5E 1 1 2 -1.5 yyy 6 DL + 3RwE/8 1 1 2 -3 yyy I I I I I I I I I I I I I I I I I I I RISA-3b (R) Version 3.0 Martin & Dunn Job: 960240 Page: C, 10-Z... Date: 3/0·6/98 File: B-IGSHOPl 7801 Mission Center Ct., #400 -~\ San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA ----------------< Member AISC Unity Checks, LC 1 : DL +·E >---------------- Member Joints Unity Shear Fb Fb Cm Cm ASb I J Chk Loe Chk Loe Fa yy zz Cb yy zz Eqn --------------------------------------Ksi---Ksi---Ksi--------------------- 6 2 5 456 1 474 4 467 468 25 473 9 24 13 19 18 12 466 20 26 14 16 31 17 21 30 15 27 8 28 35 3 29 22 457 10 6 2 5 37 1 4 4 40 41 29 3 8 16 23 26 13 10 39 14 17 11 12 32 25 27 19 24 30 35 18 34 3 31 15 38 9 44 39 43 38 37 41 42 41 42 75 41 305 29 386 252 26 23 40 27 30 24 25 195 283 225 32 426 105 36 31 466 40 165 28 39 22 0.843 5 0.564 5 0.380 5 0.353 5 0.352 5 0.339 1 0.263 5 0 .20-3 5 0.100 1 0.098 5 0.096 1 0.095 5 0.089 1 0.084 5 0.081 5 0.080 1 0.080 1 0.079. 1 0.077 1 0.077 1 0.075 1 0.073 1 0.073 5 0.072 5 0.072 5 0.072 1 0.071 5 0.071 5 0.069 5 0.066 l 0.066 5 0.064 5 0.063 5 0. 056-1 0.051 l 0.050 1 0.001 0.002 0.000 0.038 0.001 0.000 0.001 0.001 0. 00·1 0.005 0.000 0.000 0.005 0.005 0.005 0.005 0.005 0.000 0. 003 0.004 0.004 0.004 0.004 0.004 0.003 0.004 0,004 0.004 0.001 0.004 0. 0-02. 0.001 0.004 0.003 0.007 0.003 ly ly ly ly ly ly ly ly ly 1 ly ly 1 1 1 1 l ly 1 1 1 1 1 1 1 1 1 l 1 l 1 ly 1 l ly l 3.41 :36.79 36.79 3.88 36.79 36.79 3.41 36.79 36.79 19.&8 35.99 23.33· 3.41 36.7~ 36.79 1Q.44 36.79 36.79 9. 47 36. 79 36 .. 19 i5.51 35.99 22.42 15.51 35.99 28.79 23.50 30.79 30.79 10.44 36.79 36.79 3.71 36.79 36.79 23.50 30.79 30.79 23. 50 3·0. 79 30. 79 23.50 30.79 30.79 23.50 3-0.79 30.79 23.50 30.79 30.79 7.66 35.99 15.02 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 :30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 24.25 3-0.79 30.79 23.50 30.79 30.79 23.50 ~0.79 30.79 3.41 36.79 36.79 23.50 30.79 30.79 23.50 30.79 30.79 22.55 35.99 28.79 23.50 30.79 30.79 1.75 0.85 0.85 Hl-1 1.75 0.85 0.85 Hl-1 1.75 0.85 0.85 Hl-1 1.00 0.60 0.60 Hl-2 1.75 0.85 0.85 Hl-1 1.00 0.60 0.60 Hl-1 1.75 0.85 0.85 Hl-1 1.00 0.60 0.60.Hl-1 1.00 0.60 0.60 H2-1 1.75 0.85 0.85 Hl-2 1.00 0.60 0.60 H2-1 1.75 0.85 0.85 Hl-1 1.75 0.85 0.85 Hl-2 1.72 0.85 0.85 Hl-2 1.74 0.85 0.85 Hl-2 1.76 0.85 0.85 Hl-2 1.78 0.85 0.85 Hl-2 1.00 0.60 0.60 Hl-1 1.64 0.85 0.85 Hl-2 1.70 0.85 0.85 Hl-2 1.72 0.85 0.85 Hl-2 1.74 0.85 0.85 Hl-2 1.77 0.85 0.85 Hl-2 1.76 0.85 0.85 Hl-2 1.89 0.85 0.85 Hl-2 1.73 0.85 0.85 Hl-2 1.79 0.85 0.85 Hl-2 1.80 0.85 0.85 Hl-2 1.30 0.85 0.85 Hl-2 1.63 0.&5 0.85 Hl-2 1.30 0.85 0.85 Hl-2 1.75 0.85 0.85 Hl-1 1.92 0.85 0.85 Hl-2 1.62 0.85 0.85 Hl-2 1.00 0.60 0.60 Hl-2 1.60 0.85 0.85 H2-1 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 -,1 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: Page: Date: File: 96024$l · vl07 3/06/98 BIGSHOPl ====================·==< Story Drift, LC 1 : DL ·+ E >======================= Story +---x Direction---+ +---Y Direction---+ +---z Direction---+ No. Joint Drift % of Ht Joint Drift % of Ht Joint Drift % of Ht ---------------in---------------------in--·-------------.-----in----------- 1 165 -0.02 0.01 165 0.07 0.03 165 0.00 · 0.00 I RISA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 ·) San Diego, CA 92108 Job: 960240 Page: · ?,?4--' Date: 3/06/98 File: BIGSHOPl I I I I I I I I I I I I I I I I I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA ----------------------< Reactions, LC 1 : DL + E >--.---------------------Joint +-----------Forces--------.--+ +-----------Moments----------+ No. X Y Z Mx My Mz -----------K---------k---------K----------K-ft ------K-ft-------K-ft----- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Totals: Center of o.oo -0.01 0.00 0.00 0.01 0.00 0.08 -0.01 -0.24 -0.16 0.07 0.04 0.00 -0.34 -0.30 0.24 0.19 0.57 -0.21 0.29 -0.23 0.00 Gravity 0.12 -0.22 -10.84 ..:10-~96 . 0.04 -0.05 -0.44 -0.03 -0.74 -1.25 -1.05 -1.12 -1.18 -0.88 -0.85 -1.25 -1.06 -0.82 -1.03 -0.55 0.52 -33.65 Coords {X,Y,Z) 5.39 15.04 -18.89 32. so· 7.35 15.52 10.66 3.58 -0.58 6.72 7.92 5.85 8 .14 11.65 1.24 10.01 7.76 4.87 7.55 -2.39 1.66 141.54 (ft) : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.97 9.71 8.71 9.10 9.43 7.88 7.78 10.08 8_. 93 7.44 8.43 5.79 0.00 25.383, 0.00 0.00 0.00 0.00 0.00 0.00 o:oo 0.00 -1.43 -1.04 0.21 0.15 0.08 -1.53 -1.24 1.74 1.59 3.75 -0.41 2.15 0.00 70.720, ·O. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.04 -0.05 0.11 -0.09 -0.14 -0.02 -0.08 -0.06 -0.04 -0.07 -0.03 -0.02 0.00 16.000 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 ----..,) San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EASr COMPLEX RETAIL AREA Job : 960249.-, . Page: ·: tlO'? Date: 3/06/98 File: BIGSHOPl ----------------< Member AISC Unity Checl{.s, LC 4 : DL + E >---------------- Member Joints Unity Shear Fb Fb Cm Cm ASD I J Chk Loe Chk Loe Fa yy zz Cb yy zz Eqn - - - - - - - - - - - - - - - - - - - - - - - - - -· - - - - - - - - - - - -Ks i - - -Ks i - - -Ks·i-- - - - - - - - - - - - - - - - - - - - - 6 2 1 5 456 473 4 468 467 35 474 9 24 20 27 21 13 26 12 25 8 19 18 16 17 14 15 33 32 10 28 7 30 470 3 22 34 11 457 29 23 31 469 36 37 466 6 2 1 5 37 3 4 41 40 34 4 8 16 14 30 27 23 17 10 29 35 26 13 12 25 11 24 33 20 9 18 7 19 43 3 15 21 22 38 31 28 32 42 45 46 39 44 39 37 43 38 41 42 42 41 466 41 305 29 27 105 225 386 30 23 75 36 252 26 25 283 24 426 465 33 22 31 35 ·32 44 40 28 34 332 39 165 45 195 43 46 47 40 0.801 5 0.535 5 0.369 5 0.367 5 0.326 5 0.322 1 0.247 5 0.165 1 0.111 5 0.093 5 0.091 1 0.089 5 0.086 1 0.083 1 0.083 5 0.083 5 0.082 5 0.079 1 0.078 1 0.077 5 0.076 5 0.075 5 0.075 1 0.073 1 0,071 5 0.067 1 0.062 5 0.060 5 0.057 1 0.054 1 0.054 1 0.053 5 0.052 1, 0.052 1 0.052 5 0.051 1 0.047 5 0.046 5 0.038 1 0.038 5 0.037 5 0.036 5 0.027 1 0. 023 1 0. 022 1 0.021 1 0.000 0.001 0.002 0.001 0.037 0.000 0.000 0.001 0.001 0.003 0.000 0.000 0.004 0 .-004 0.005 0.004 0.004 0.005 0.004 0.004 0.002 0.005 0.005 0.004 0.004 0.004: 0.004 0.004 0.004 0.003 0.003 0.002 0.002 0.000 0.001 0.003 0.003 0.003 0.006 0.003 0:003 0.002 o. o·oo 0.007 o. oo·7 0.000 1y ly ly ly ly ly ly ly ly 1 ly ly 1 1 1 1 1 1 ,l· 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ly ly 1 1 1 ly 1 1 1 ly ly ly ly 3 Al 36. 79 3. 00: 36. 79 3.41 36.79 3.41 36.79 19.88 35.99 i0.44 36.79 9.47 36.79 15.51 35.99 15.51 35.99 23 .50 30 .. 79 10.44 36.79 3.71 36.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23 ,. 50 30. 79 23.50 30.79 24.25 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 · 23 . 5 0 3 0 . 7 9 23.50 30.79 23.50 30.79 ~3.50 30.79 23.50 30.79 20.41 30.79 23.50 30.79 1.35 35.99 3.41 36.79 23.50 30.79 18.81 30.79 23.50 30.79 22.55 35.99 2a~50 30.79 23.50 30.79 23.50 30.79 6.25 35.99 32.21 36.79 32.21 36.79 7.66 35.99 36.79 36.79 36. 79 36.79 23.33 36.79 36.79 22.42 28.79 30.79 36.79 36.79 30.79 30.79 30.79 3.0. 79 30.79 30.79 30.79 30.79 30.79 30 .. 79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 6.31 36.79 30.79 30.79 30.79 28.79 30.79 30.79 30.79 13.57 36,79 36.79 28.79 1.75 1.75 1.75 1.75 1.00 1.00 1.75 1.00 1.00 1.30 1.00 1.75 1.77 1.72 :1. 75 1.79 1.73 1.75 1'. 77 1.73 1.30 1.75 1.75 1.73 1 .. 77 1.70 1.81 1.73 1.77 1.64 1.57 1.75 1.56 1.00 1.75 1.59 1.75 1.89 1.00 2.06 2.02 2.09 1.00 1.00 1.00 1.00 0.85 0.85 Hl-1 0.85 0.85 Hl-1 0.85 0.85 Hl-1 0.85 0.85 Hl-1 0.60 0.60 Hl-3 0.60 0.60 Hl-1 0.85 0.85 Hl-1 0.60 0.60 Hl-1 0.60 0.60 H2-l 0.85 0.85 H2-1 0.60 0.60 H2-l 0.85 0.85 Hl-1 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-1 0.85 0.85 Hl-2 0.60 0.60 Hl-1 0.85 0.85 Hl-1 0.85 0.85 Hl-2 0.85 0.85 H2-l 0.85 0.85 Hl-2 0.60 0.60 H2-1 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.85 0.85 Hl-2 0.60 0.60 Hl-1 0.78 0.98 Hl-.2 0.55 0.98 Hl-2 0.60 0.60 H2-1 I I I I I I I I I I I I I I I I I I I RISA-3D {R} Vereion 3.0 Martin & Dunn Job: 960240 Page : ?LO(.., Date: 3/06/98 File: BIGSHOPl 7801 Mission Center Ct., #400 --~-1 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA ----------------< Member AISC Unity Checks, LC 4 : DL + E >---------------- Member Joints Unity Shear . Fb Fb Cm Cm ASD I J Chk Loe Chk Loe Fa yy zz Cb yy zz Eqn --------------------------------------Ksi---Ksi---Ksi---------------------- 38 39 40 41 42 65 125 43 124 64 44 123 63 122 45 121 62 120 321 46 320 119 61 319 .118 47 376 47 48 49 50 51 74 134 52 133 73 53 132 72 131 54 130 71 129 331 55 330 128 70 329 127 56 386 48 49 50 51 52 75 135 53 134 74 54 133 73 134 55 131 72 130 332 56 331 129 71 330 128 57 387 0.021 1 0.019 1 0.018 1 0.017 1 0. 01·6 1 0.016 5 0.015 5 0.015 1 0,014 5 0.014 5 0.013 1 0.013 5 0.013 5 0.013 5 0.012 1 0.012 5 0.011 5 0.011 5 0.011 5 0.011 1 0.010 5 0.010 5 0.010 5 0.010 5 0.010 5 0.010 1 0.010 1 0.006 0.006 0.006 0.005 0.005 0.005 0.001 0.005 0.001 Q.005 0.005 0.002 0.004 0.002 0. 00·4 0.002 0.004 0.002 0.002 0.004 0.002 0.002 0.004 0.002 0.002 0.004 0.005 ly 32.21 36.79 36.79 ly ~2.21 36.79 36.79 ly 32.21 36.79 36.79 ly 32.21 36.79 36.79 ly 32.21 36.79 36.79 ly 32.21 36.79 36.79 ly 24.98 36.79 36.79 ly 32.21 36.79 36.79 ly 24.~8 36.79 36.79 ly 32.21 36.79 36.79 ly 32.21 36.79 36.79 ly 24.98 36.79 36.79 ly 32.21 36.79 36.79 ly 24.98 36.79 36.79 1 y 3-2 . 21 3 6 . 79 3 6 • 7 9 ly 24,98 36479 36A79 ly 32.21 36.79 36.79 ly 24.98 36.79 36.79 ly 35.16 40.47 40.47 ly 32.21 36.79 36.79 ly 35.16 40.47 40.47 ly 24.98 36.79 36.79 1y· 32.21 36.79 36.79 ly 35.16 40.47 40.47 ly 24.98 36.79 36.79 ly 32.21 36.79 36.79 lz 34.03 40.47 40.47 1.00 0.65 0.97 Hl-2 1.00 0.82 0.97 Hl-2 1.00 0.88 0.97 Hl-2 1.00 0.92 0.97 Hl-2 1.00 0.94 0.97 Hl-2 1.00 0.87 0.96 Hl-2 1.00 0.92 0.98 Hl-2 1.00 0.95 0.96 Hl-2 1.00 0.91 0.98 Hl-2 1.00 0.87 0.96 Hl-2 1.00 0.96 0.96 Hl-2 1.00 0.89 0.98 Hl-2 1.00 0.81 0.96 Hl-2 1.00 0.86 0.98 Hl-2 1.00 0.97 0.96 Hl-2 1.00 0.80 0.98 Hl-2 1.00 0.67 0.95 Hl-2 1.00 0.64 0.98 Hl-2 1.00 0.96 0.98 Hl-2 1.00 0.98 0.95 Hl-2 1.00 0.95 0.98 Hl-2 1.00 0.55 0.98 Hl-2 1.00 0.47 0.95 Hl-2 1.00 0.95 0.98 Hl-2 1.00 0.80 0.97 Hl-2 1.00 0.99 0.94 Hl-2 1.00 0.96 1.00 Hl-2 I RISA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 ·-) San Diego, CA 92108 Job: Page: Date: File: 960240 , t-10, 3/06/98 BIGSHOPl I I I I I I I I I I I I I I I I I LEGOLAND CARµSBAD -BEGINNING EAST COMPLEX RETAIL AREA ======================< Story Drift, LC 4 : DL + E >=============~========= Story +---X Direction---+ +---Y Direction---+ +---z Direction---+ No. Joint _Drift % of Ht Joint Drift % of Ht Joint Drift % of Ht ---------------in---------------------in---------------------in----------- 1 165 0. 01 0. 01 165 -0. 06 0. 03 16'5 0. 00 · 0. 00 I RIS~-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 .-.,_____l San Diego, CA 92108 Job: 960240 Page: ·. ?101' Date: 3/06/98 File: BIGSHOP1 I I I I I I I I I I I I I I I I I LEGOLAND CARLSaAD -BEGINNING EAST COMPLEX RETAIL AREA -----------------------< Reactions, LC 4 : DL + E >------------------------ Joint +----------Forces-----------+ +----------Moments----------+ No. X y z Mx My Mz -----------K---------K----------K----------K-ft------K-ft-------K-ft----- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Totals: Center of 0.00 0.01 0.01 0.00 -0.01 0.00 -0.03 0.01 0.28 0.33 -0.09 -0.10 0.10 0.31 0.14 -0 .. 11 -0.46 -0.14 -0·. 09 0.14 -0.30 0.00 Gravity 0.14 -"0.13 10.41 10.30 0.05 -0.03 0.48 0.05 0.81 1.16 0.96 1.04 1.12 1.04 0.75 1.20 1.17 0.67 0.61 1.03 0.79 33.65 Coords (X,Y,Z) 5.38 15.40 18.90 -5.28 6.84 16.11 11.80 3.27 1.61 7.15 5.93 7.49 6.84 12.19 0.89 10.98 6.25 4.40 5.09 0.41 -0.11 141.54 (ft) : 0.00 0.00 0.00 0.00 0. 0·0 0.00 0.00 0.00 -7.24 -9.15 -8.12 -8.57 -8.98 -s·. 63 -7.16 -9.48 -9.42 -6.53 -6. o-6 -8.14 d.00 25.383, 0.00 0.00 0.00 0.00 0.00 0.00 0~00 0.00 1.93 2.14 -0.09 -0.20 0.66 1.62 0.61 -0.90 -2.85 -1.36 -1.01 0. 31 0.00 70.720, ·o. oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.05 -0.11 0.09 0.14 0.04 0.08 0.06 0.06 0.06 0.06 0.02 0.00 16.000 I . RISA-3D (R) Ver$ion 3. O· Martin & Dunn I 7801 Mission Center Ct., #400 · ---..,_\ San Diego, CA 92108 Job: 960240 Page: -. ~iu:j Date: 3/06/98 File: BIGSHOPl I I I 1, I I I I I I I I I I I I I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA -------------~< Member AISC Unity Checks, LC 2 : DL + 1.5E >--------------- Member Joints Unity Shear Rb. Fb Cm Cm ASD I J Chk Loe Chk toe Fa yy zz Cb yy zz Eqn ------------------_--------------------Ksi---Ksi---Ksi--------------------- 6 6 44 0.853 5 0.001 ly 3.41 36.79 ~6.79 1.75 0.85 0.85 Hl-1 2 2 39 0.575 5 0.002 ly 3.88 36.79 36.79 1.75 0.85 0.85 Hl-1 474 4 41 0.504 1 0.000 ly 10.44 36.79 36.79 1.00 0.60 0.60 Hl-1 5 5 43 0.387 5 0.000 ly 3.41 36.79 36.79 1.75 0.85 0.85 Hl-1 456 37 38 0.36~ 5 0.039 ly 19.88 35.99 23.33 1.00 0.60 0.60 Hl-2 1 1 37 0.348 5 0.001 ly 3.41 36.79 36.79 1.75 0.85 0.85 Hl-1 467 40 41 0.300 5 0.001 ly 15.51 35.99 22.42 1.00 0.60 0.60 Hl-1 4 4 42 0.268 5 0.001 ly 9.47 36.79 36.79 1.75 0.85 0.85 Hl-1 468 41 42 0.144 1 0.001 ly 1'5.51 35.99 28.79 1.00 0.60 O.GO H2-1 473 3 41 0.143 1 0.000 ly 10.44 36.79 36.79 1.00 0.60 0.60 H2-1 25 29 75 0.132 5 0.007 1 23.50 30.79 30.79 1.75 0.85·0.85 Hl-2 24 16 29 0.122 1 0.007 1 23,50 30.79 30.79 1.75 0.85 0.85 Hl-2 466 39 4-0 0.119 1 0.000 ly 7,66 35.99 15.02 1.00 0.60 0.60 Hl-1 13 23 386 0.118 5 0.007 1 23.50 30.79 30.79 1.72 0.85 0.85 Hl-2 19 26 252 0.113 5 0.007 1 23_.50 30.79 30.79 1.75 0.85 0.85 Hl-2 12 10 23 0.112 1 0.007 1 23.50 30.79 30.79 1.78 0.85 0.85 Hl-2 18 13 26 0.112 1 0.007 1 23.50 30.79 30.79 1.75 0.85 0.85 Hl-2 I -RISA-3D {R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 · --:---) San Diego, CA 92108 Job: 960240 Page: ~llD Date: 3/06/98 File: BIGSHOPl I I I I I I I I I I I I I I I I I \ LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA --------------< Member AISC Unity Checks, LC 5 : DL + l.5E >--------------- Member Joints Unity Shear Fb Fb Cm Cm ASD I J Chk Loe Chk Loe F~ Y':( z~ Cb yy zz Eqn --------------------------------------Ks1---Ks1---Ks1---------------------- 6 2 473 1 5 456 468 4 467 474 24 13 27 20 25 26 12 21 19 18 16 8 17 35 14 9 15 470 32 33 10 28 22 30 6 2 3 1 5 37 41 4 40 4 16 23 30 14 29 17 10 27 26 13 12 35 25 34 11 8 24 43 20 33 9 18 15 19 44 39 41 37 43 38 42 42 41 41 29 386 105 27 75 30 23 225 252 26 25 36 283 466 24 305 426 44 33 465 22 31 28 32 0.788 5 0.530 5 0.487 1 0.374 5 0.369 5 0.323 5 0.247 1 0.243 5 0.163 5 0.138 1 0.120 1 0.117 5 0.114 5 0.112 1 0.112 5 0.111 1 0.111 1 0.110 5 0.106 5 0-.:106 1 0.104 1 0.102 5 0.101 5 O.iOl 5 0.095 1 0.092 5 o. oa·a 5 0.086 1 0.082 1 0.081 5 0.081 1 0.079 1 0.077 1 0.075 1 0.000 0.001 ·O. 000 0.002 0.001 0.037 0 .. 001 0.000 0.001 0.000 0.007 0.007 0.007 0.006 0. 0.06 0.007 0.007 0.006 Q.007 0.007 0.006 0.002 0. 00·6 0.003 0.006 0.000 0.006 0.000 0.005 0.005 0.005 0.004 0.005 0.004 ly ly ly ly ly ly ly ly ly ly 1 1 1 1 i 1 1 1 1 1 1 1 i 1 1 ly 1 ly 1 1 1 1 1 1 3.41 36.79 36.79 3.88 36.79 36.79 10.44 ~6.79 36.79 3.41 36.79 36.79 3.41 36.79 36.79 . 19.88 35.99 23.33 15.51 35.99 22.42 9.47 36 .. 79 36.79 15.51 35.99 28.79 10.44 36.79 36.79 23.50 ~Q.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.7~ 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.19 23.50 30.79 30.79 24.25 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 3.71 36.79 36.79 23.50 30.79 30.79 1.35 35.99 6.31 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.79 23.50 30.79 30.19 23.50 30.79 30.79 23.50 30.79 30.79 1.75 0.85 0.85 1.75 0.85 0-.85 1.00 0.60 0.60 1.75 0.85 0.85 1.75 0.85 0.85 1.00 0.60 0.60 1.0·0 0.60 0.60 1.75 0.85 0.85 1.00 0.60 0.60 1.00 0.60 0.60 1.76 0.85 0.85 1.73 0.85 0.85 1.76 0.85 0.85 1.71 0.85 0.85 1.74 0.85 0.85 1.74 0.85 0.85 1.77 0.85 0.85 1 . 8 0 0 . 8 5-0 . 8.5 1.75 0.85 0.85 1.75 0.85 0.85 1.73 0.85 0.85 1.30 0.85 0.85 1.77 0.85 0.85 1.30 0.85 0.85 1.70 0.85 0.85 1.75 0.85 0.85 1.81 0.85 0.85 1.00 0.60 0.60 1.74 0.85 0.85 1.77 0.85 0.85 1.64 0.85 0.85 1.59 0.85 0.85 1.59 0.85 0.85 1.60 0.85 0.85 Hl-1 Hl-1 Hl-1 Hl-1 Hl-1 Hl-3 Hl-1 Hl-1 H2-l H2-1 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 H2-1 Hl-2 Hl-1 Hl-2 Hl-1 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2 Hl-2· I RISA-3D (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: . ?11 t . --1 San Diego, CA 92108 Date: 3/06/98 File: BIGSHOPl I· LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I =============< Member AISC Unity Checks; LC 3 : DL + 3RwE/8 >============== Member Joints Unity .Shear Fb Fb Cm Cm ASD I J Chk Loe Chk Loe Fa yy zz Cb yy zz Eqn ---------------------------------------Ksi---Ksi---Ksi---------------------- I 474 4 41 0.999 1 0.000 ly 10.44 36.79 36.79 1.00 0.60 0.60 Hl-1 6 6 44 0.881 5 .0. 001 ly 3.41 36.79 36.79 1.75 0.85 0.85 Hl-1 2 2 39 0.607 5 0.003 ly J; 8·8 36. 79 36.79 1.75 0.85 0.85 Hl-1 1· 467 40 41 0.594 5 0.001 ly 15.51 35.99 22.42 1.00 0.60 Q.60 Hl-1 5 5 43 0.407 5 0.000 lz 3.41 36.79 36.79 1.75 0.85 0.85 Hl-1 456 37 38 0.395 5 0.040 ly 19.88 35.99 23.33 1.00 0.60 0.60 Hl-2 I -1 1 37 0.335 5 0.001 ly 3 .41 36. 79 36.79 1.75 0.85 0.85 Hl-1 473 3 41 0.283 1 0.000 ly 10. 44 3-6. 79 36.79 1.00 0.60 0.60 H2-1 4 4 42 0.282 5 0.001 ly 9 .47 36. 79 36.79 1.75 0.85 0.85 Hl-1 468 41 42 0.280 1 0.001 ly 15.51 35.99 28.79 1.00 0.60 0.60 H2-1 I 466 39 40 0.239 1 0.000 ly 7.66 35.99 15.02 1.00 0.60 0.60 Hl-1 25 29 75 0.233 5 0.014 1 23.50 30.79 30.79 1.75 0.85 0.85 Hl-2 24 16 29 0.223 1 0. 0.14 1 23.50 30.79 30.79 1.75 0.85 0.85 Hl-2 I 13 23 386 0 . .222 5 0.013 1 23.50 30.79 30.79 1.72 0.85 0.85 Hl-2 19 26 252 0.210 5 0.014 1 23.50 30.79 30.79 1.75 0.85 0.85 Hl-2 12 10 23 0.210 1 0.013 1 23.50 30.79 30.79 1.78 0.85 0.85 Hl-2 26 17 30 0.209 1 0.012 1 23.50 30.79 30.79 J,.. 72 0.85 0.85 Hl-2 I 18 13 26 0.209 1 0.014 1 23.50 30.79 30.79 1.75 0.85 0.85 Hl-2 27 30 105 0.200 5 0.01.2 1 23.50 30.79 30.79 1.79 0.85 0.85 Hl-2 14 11 24 0.194 1 0.012 1 23.50 30.79 30.79 1.71 0.85 0.85 Hl-2 I 16 12 25 0.192 1 0.013 i 23.50 30.79 30.79 1.74 0.85 0.85 Hl-2 20 14 27 0 .1.91 1 0.010 1 23.50 30.79 30.19 1.67 0.85 0.85 Hl-2 17 25 283 0.187 5 0.013 1 23.50 30.79 30.79 1.76 0.85 0.85 Hl-2 I 15 24 426 0.182 5 0.012 1 23.50 30.79 30.79 1.79 0.85 0.85 Hl-2 21 27 225 0.181 .5 0.010 1 23.50 30.79 3'0.79 1.85 0.85 0.85 Hl-2 30 19 32 0.176 ·1 0.010 1 23.50 30.79 30.79 1.69 0.85 0.85 Hl-2 8 35 36 0.170 5· 0.005 1 24.25 30.79 30.79 1.30 0.85 0.85 Hl-2 I 28 18 31 0 .'l.69 1 0.010 1 23.50 30.79 30.79 1.61 0.85 0.85 Hl-2 31 32 195 O·. J,.61 5 0.010 1 23.50 30.79 30.79 1.83 0.85 0.85 Hl-2 22 15 28 0.160 1 0.010 1 23.50 30.79 30.79 1.61 0.85 0.85 Hl-2 I 10 9 22 0.154 1 0.009 1 23.50 30.79 30.79 1.61 0.85 0.85 H2-1 32 20 33 0.148 1 0.008 1 23.50 -30.79 30.79 1.62 0.85 0.85 H2-1 29 31 165 0.145 5 0.010 1 23.50 30.79 30.79 1.95 0.85 0.85 Hl-2 I 23 28 45 0.131 5 0.010 1 23.50 30.79 30.79 1.96 0.85 0.85 Hl-2 11 22 332 0.122 5 0.009 1 23.50 30.79 30.79 1.96 0.85 0.85 H2-1 9 8 305 0.121 5 0.001 ly 3.71 36.79 36.79 1.75 0.85 0.85 Hl-1 33 33 465 0.112 5 0.008 1 23.50 30.79 30.79 1.94 0.85 0.85 H2-1 I 7 7 35 0.094 5 0.005 1 20.41 3.0.79 30.79 1.75 0.85 0.85 Hl-2 I I I I RISA-3D (R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 .. ---.___) San Diego, CA 92108 Job: 960240 Page : ~-:, t: 11'2-> Date: 3/06/98 File: BIGSHOPl I· I I I ,- 1 I I I I I I I I I I I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA =====================< Reactions, LC 3 : DL + 3RwE/ 8 >=========·============ Joint +-----------Forces---~------~+ +-----------Moments----------+ No. X Y Z _Mx My Mz -----------K----------K---------K-----------K-ft-------K-ft-------K-ft----- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Totals: Center of 0.00 0.10 -0.02 -0.30 -0. 01 -32. 13- 0. 00 -32.17 0.03 0.03 0.00 -0.08 0 .19 -1. 3·6 -0.02 -0.12 -0.76 -2.29 -0.65 -3.66 0.22 -3.06 0.18 -3.30 -0.11 -3.48 -0.98 --2.80 -0.74 -2.45 0.59 -3.71 0.84 -3.29 1.29 -2.31 -0.33 -2.68 0.44 -2.15 -0.16 0.26 0.00 -100.94 Gravity Coords (X,Y,Z) 5.41 14.67 -56.68 70.29 7.85 14.93 9.52 3.90 -2.77 6.28 9.91 -4. 20 9.45 11.10 1.59 9.03 9.27 5.34 10.01 -5.19 3.44 141. 5-4 (ft) : 0.00 0.00 0.00 0. 00· 0.00 0.00 0.00 0.00 21.18 28 .57 25.55 26.77 27.84 24.38 22.72 29.63 27.28 21.42 22.91 19.71 0.00 25.383, 0.00 0.00 0.00 0.00 0.00 0.00 o·. oo 0.00 -4.79 -4.21 0.51 0.51 -0.50 -4.68 -3.09 4.38 6.04 8.86 0.20 3.99 0.00 70.720, -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.13 -0.15 0.33 -0.27 -0.42 -0.07 -0.23 -0.17 -0.15 -0.19 -0.13 -0.06 0.00 16.000 I I I I I 1· I I I I I I I I .I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL.AREA Job : 96024.0 Page : 6 vi 1'7 Pate: 3/06/98 .File: BIGSHOPl @bs. H~x. A1flAL. ( ---------------< Member Section Forces, LC 3 : DL + 3RwE/8 >=============== 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--- 474 4-41 1 66.33 0.00 0.00 0.00 0.00 0.00 2 66.33 0.00 0.-00 0.00 0.00 0.00 3 66.33 0.00· 0.00 0.00 0.00 0.00 4 66.33 0.00 O.OQ 0.00 0.00 0.00 5 66.33 0.00 0.00 0.00 0.00 0.00 -------------------------------------------~--------------------------------473 3-41 1, -66.31 0.00 0.00 0.00 ·o.oo 0.00 2 -66.31 0.00 0.00 0.00 0.00 0.00 3 -66.31 0.00 0.00 0.00 0.00 0.00 4 -66.31 0.00 0.00 0.00 0.00 0.00 5 -66 ."31 0.00 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------467 40-41 1 34.66 -0.03 0.00 0.00 0.00 0.00 2 34.66 -0.03 0.00 0.00 0.00 0.05 3 34.66 -0.03 0.00 0.00 0.01 0.10 4 34.66 -0.03 0.00 0.00 0.01 0.15 5 34.66 -0.03 0.00 0.00 0.01 0.20 -----------------------------------------------------------------------------468 41-42 l -29.58 0.03 0.00 0.00 0.01 0.20 2 -29.58 0.03 0.00 0.00 0.01 0.15 3 -29.58 0.03 0.00 0.00 0.01 0.10 4 -29.58 0.03 0.00 0.00 0.00 0.05 5 -29.S-8 0.03 0 .. oo 0.00 0.00 0.00 -------------------------------------------------------------------------6 6-44 l 14.93 -0.09 0.00 0.00 0.00 0.00 2 14.93 --0.09 0.00 0.00 -0.01 0.33 3 14.93 -0.09 0.00 0.00 -0.01 0.65 4 14.93 -0.09 0.00 0.00 -0.02 0.98 5 14.93 -0.09 0.00 0.00 -0.03 1.30 -------------------------------------------------------------------------. --2 2-39 1 14.67 -0.32 0 .02. 0.00 0.00 0.00 2 14.67 -0.32 0.02 0.00 0.07 1.12 3 14.67 -0.32 0.02 0.00 0.15 2.24 4 14.67 -0.32 0.02 0.00 0.22 3.36 5 14.67 -0.32 0.02 0.00 0.30 4.48 --------------------------------------------· -------------------------------4 4-42 l 12.24 -Q.10 0.00 0. 0-0 0.00 0.00 2 12.24 -0.10 0.00 0.00 -0.01 0.34 3 12.24 -0.10 0.00 0.00 -0.02 0.68 4 12.24 -0.10 0.00 0.00 -0.02 1.02 5 12.24 -0.10 0.00 0.00 -0.03 1.36 . . . -----------------------------------------------------------------------------457 38-39 1 2 3 4 11.52 11·. 52 11.52 11.5'2 -0.43 -0.43 -0.43 -0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 -4.42 -3.32 -2.21 -1.11 I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 7 ~t /4- Date: 3/06/98 File: BIGSHO:f,'1 •· ===============< Member Section Forqes, LC 3 ; DL + 3RwE/8 >--------------- Member Joints Shea.r 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--- 5 11.52 -0.43 0.00 0.00 0.00 0.00 -------------------------------------------------------------------------456 37-38 1 11.15 1.98 0.00 0.00 0.00 0.00 2 11.15 1.98 0.00 0.00 0.00 -6.57 3 11.15 1.98 0.00 0.00 0.00 -13.14 4 11.15 1.98 0.00 0.00 0.00 -19.70 5 11.15 1.98 0.00 0.00 :..(). 01 -26.27 -----------------------------------------------------------------------------. . 20 14-27 1 11.10 -2.81 0.98 -0.07 -4.68 -24.38 2 11.10 -2.81 0.98 -0.07 -2.71 -18.76 3 11.10 -2.81 0.98 -0.07 -0.75 -13.14 4 11.10 -2.81 0.98 -0.07 1.22 -7.52 5 11.10 -2.81 0.98 -0.07 3.19 -1.90 ----------------------------------------------------------------------------21 27-225 1 11.10 -2.81 0.98 -0.07 3.19 -1.90 2 11.10 -2.81 0.98 -0.07 5.14 3.72 3 11.10 -2.81 0.98 -0.07 7.10 9.34 4 11.10 -2.81 0.98 ·-0. 07 9.06 14.96 5 11.10 -2.81 0.98 -0.07 11.02 20.59 ----------------------------------------------------------------------------30 19-32 1 10.01 -2.Q8 0.33 -0.13 0.20 -22.91 2 10.01 -2.68 0.33 -0.13 0.87 -17.54 3 10.01 -2.68 0.33 -0.13 1.53 -12.17 4 10.01 -2.68 0.33 -0.13 2.19 -6.80 5· 10.01 -2.68 0.33 -0.13 2.85 -1.43 -------------------------------"---------------------. ----------------------31 32-195 1 10.01 -2.69 0.33 -0.13 2.85 -1.43 2 10.01 -2.69 0.33 -0.13 3.51 3.94 3 10.01 -2.69 0.33 -0.13 4.16 9.31 4 10.01 -2.69 0.33 -0.13 4.82 14.69 5 10.01 -2.69 0.33 -0.13 5.48 20.06 ----------------------------------.--------------------------------------14 11-24 1 9.91 -3.07 -0.22 0.33 0.51 -25.55 2 9.91 -3.07 -0.22 0.33 0.07 -19.40 3 9.91 -3.07 -0.22 0.33 -0.37 -13.26 4 9.91 -3.07 -0.22 0.33 -0.81 -7.11 5 9.91 -3.07 -0.22 0.33 -1.25 -0.97 ----------------------------------------------------------------------------15 24-426 1 9.91 -3.07 -0.22 b.33 -1.25 -0.97 2 9.91 -3.07 ,.:.0. 22 0.33 -1.69 5.18 3 9.91 -3.07 -0.22 0.33 -2.13 11.33 4 9.91 -3.07 -0.22 0.33 -2.57 17.48 5 9.91 -3.07 -0.22 0.33 -3.00 23.63 -------------------------------------.---------------------------------7 7-35 1 9.52 -1.37 -0.19 0.00 0.00 0.00 2 9.52 -1.37 -0,19 0.00 -0.38 2.75 I I I I I I I I I I I I I I I I I I 1· RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job : 9602~ Page: 8 C\l'? Date: 3/06/98 File: BIGSHOPl ===============< Member Section Forces, tc 3 : DL + 3RwE/8 >=============== 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--- 3 9.52 -1.37 -0.19 0.00 -0.76 5.50 4 9.52 -1.37 -0.19 0.00 -1.14 8.25 5 9.52 -1.37 -0.19 0.00 -1.53 11.00 . . ---------------------------------------------------------------------------- 8 35-36 1 2 3 4 5 9.52 9.52 9.52 9.52 9.52 -1.36 -1.36 -1.36 -1.36 -1.36 -0.19 -o .19 -0.19 -0.19 -0.19 0.00 0.00 0.00 0 .o.o 0.00 -1.53 -1.90 '-;2 • 2a, I -2.66 -3.04 11.00 13.72 16.45 19.17 21.90 ------------------------------------------------------------------------- 18 13-26 1 9.45 -3.49 0.11 -0.42 -0.50 -27.84 2 9.45 -3.49 0.11 -0.42 -0.28 -20.86 3 9.45 -3.~9 0.11 -0.42 -0.06 -13.87 4 9 .4.5 -3.49 0.11 -0.42 0.16 -6.88 5 9.45 -3.49 0.11 -0 .42 0.39 0.10 ---------------------------------------------------------------------------19 26-252 1 9.45 -3.49 0.11 -0.42 0.39 0.10 2 9.45 -3. 4.9 0.11 -0.42 0.61 7.09 3 9.45 -3.49 0.11 -0.42 0.83 14.07 4 9.45 -3.49 0.11 -0.42 1.05 21.06 5 9.45 -3.49 0.11 -0.42 1.27 28.05 -------------------------------------------------------------------------26 17-30 1 2 3 4 5 9.27 9.27 9.27 9.27 9.27 -3.30 -3.30 -3.30 -3.30 -3.30 -0.84 -0.84 -0.84 -0.84 -0.84 -0.15 -0.15 -0.15 -0.15 -0.15 6.04 4.36 2.68 1.00 -0.68 -27.28 -20.67~ -14.06 -7.46 -0.85 ----------------------------------------------------------------------------27 30-105 1 2 3 4 5 9.21 9.27 9.27 9 .27 9.27 -3.31 -3.31 -3.31 -3.31 -3.31 -0.84 -0.84 -0.84 -,o. 84 -0.84 -0.15 -0.15 -0.15 -0.15 -0.15 -0.68 -2.36 -4.04 -5.72 -7.40 -0.85 5.76 12.37 18.98 25.59 -----------------------------------------------------------------------------24 16-29 1 9.03 -3.72 -0.59 -0.17 4.38 -29.63 2 9.03 -3.72 -0 .59 -0.17 3.20 -22.20 3 9.03 -3.72 -0 .5.9 -0.17 2.01 -14.77 4 9.03 -3.72 -0.59 -0.17 0.83 -7.34 5 9.03 -3.72 -0.59 -0.17 -0.36 0.09 -------------------------------------------------------------------------25 29-75 1 8.96 -3.87 --0.59 -0.18 -0.35 0.09 2 8.96 -3.87 -0.59 -0.18 -1..54 7.83 3 e.96 -3.87 -0.59 -0.18 -2.72 15.57 4 8. 9'6 -3.87 -0.59 -0,18 -3.91 23.31 5 8.96 -3.87 -0.59 -0.18 -5.09 31. 0-5 I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 . San Diego, CA 92108 LEGOLAND CARLSBAD .. B'EGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 9 cqHP Date: 3/06/98 File: BIGSHOPl ============:;:==< Member Section Forces, LC 3 : DL + 3RwE/8 >--------------- 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--- 5 5-43 1 7.85 0.02 -0.03 0.00 0.00 0.00 2 7.85 0.02 -0.03 b.00 -0.10 -0.06 3 1.a5 0.02 -0.03 o.oo -0.20 -0.12 4 7.85 0.02 -0.03 0.00 -0.30 -0.18 5 7.85 0.02 -0.03 0.00 -0.40 -0.24 -----------------------------------· ----------------------------------------466 39-40 1 7.02 0.00 0.00 0.00 · 0. 00 0.00 2 7.02 0.00 0.00 0.00 0.00 0.00 3 7.02 0.00 0.00 0.00 0.00 0.00 4 7.02 0.00 0.00 0.00 0.00 0.00 5 7.02 0.00 0.00 0.00 0.00 0.00 ------------------------------------------------------. ----------------------12 10-23 1 6.28 -3.66 0.65 -0.15 -4.21 -28.57 2 6.28 -3.66 0.65 -0.15 -2.91 -21.24 3 6.28 -3.66 ·O. 65 -0.15 -1.60 -13.92 4 6.28 -3.66 0.65 -0.15 -:-0.29 -6.59 5 6.28 -3.66 0.65 -0.15 1.02 0.73 -----------------------· ---------------------------------------------------- 13 23-386 1 6.28 -3.66 0 .6·5 -0.15 1.02 0.73 2 6.28 -3.66 0.65 -0.15 2.33 8.05 3 6.28 -3.66 0.65 -0.15 3.64 15.38 4 6.28 ,-3.66 0.65 -0.15 4.94 22.70 5 6.28 -3.66 0 .65, -0.15 6.25 30.02 ----------------------------------------------------------------------------1 1-37 1 5.41 0.10 0.00 0.00 0.00 0.00 2 5.41 0.10 0.00 0.00 -0.01 -0.34 3 5.41 0.10 0.00 0.00 -0.03 -0.69 4 5.41 0.10 0.00 0.00 -0.04 -1.03 5 5.41 0.10 0.00 0.00 -0.06 -1.37 -----------------------.----------------------. -----------------------------28 18-31 1 5.34 -2.32 --1.29 -0.19 8.86 -21.42 2 5.34 -2.32 -l.29 -0.19 ,6 .27 -16.78 3 5.34 -2.32 -1.2·9 -0.19 3.68 -12.15 4 5.34 -2.32 -1.29 -0.19 1.09 -7.51 5 5.34 -2.32 -1.29 -0.19 -1.49 -2.88 ------------------------------------------------------------------------29 31-165 1 5.34 -2.32 -1.29 :..o .19 -1.49 -2.88 2 5.34 -2.32 -1.29 -0.19 -4.08 1.76 3 5.34 -2.32 -1.29 -0.19 -6.66 6.40 4 5.34 -2.32 -1.29 -0.19 -9.25 11.03 I -------------------------------. ------------------------------------------5 5.34 -2.32 -1.29 -0.19 -11.84 15 .. 67 32 20-33 ;L -5.19 -2.14 -0.44 .:0.06 3.99 -19.71 1 I 2 3 4 -5.19 -2.14 -5.19 -2.14 -5.19 -2.14 -0.44 -0.06 3.11 -15 .42 .-0.44 -0.06 2.22 -11.14 -0.44 -0.06 1.34 -6.85 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn Job: 960240 Page: 11 t--111 Date: 3/06/98 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA HQxSft!J/1.Pl~y 1 ---------------< Member Section Forces, LC 3 : DL + 3RwE/8 >=============== 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--- 25 29-75 1 8.96 -3.87 -0.59 -0.18 -0.35 0.09 2 8.96 -3.87 -0.59 -0.18 -1.54 7.83 3 8.96 -3.87 -0.59 -0.18 -2.72 15.57 4 8.96 -3.87 -0.59 -0.18 -3.91 23.31· 5 8.96 -3-.87 -0.59 -0.18 -5.09 31.05 -----------------------------------------------.-.--------------------------24 12 16-29 1 2 3 4 5 10-23 1 2 3 4 5 9.03 9.03 9.03 9.03 9.03 6.28 6.28 6.28 6.28 6.28 -3.72 -3.72 -3.72 -3.72 .,.3. 72 -3.66 -3.66 -3.66 -3.66 -3.66 -0.59 -0 .5.9 -0.59 -.0 .59 -0-. 59 0.65 0,65 0.65 0.65 o~65 -0.17 -0.17 -0.17 -0.17 -0.17 -0.15 --0 .15 -0.15 ·-0.15 -0.15 -4 .38 -29.63 3.20 -22.20 2.01 -14.77 0.83 -7.34 -0.36 0.09 -4.21 -28.57 -2.91 -21.24 -1.60 -13.92 -0.29 -6.59 1.02 0.73 -----------------------------------------------------------------------------13 23-386 1 2 3 4 5 6.28 6.28 6.28 6.28 6 .28 -3.66 -3.66 -.'.?. 66 -3.66 -3.66 0.65 0.65 0.65 ·o. 65 0.65 -0.15 -0.15 -0.15 -0.15 -0.15 1.02 2.33 3.64 4.94 6 .25 0.73 8.05 15.38 22.70 30.02 --------------------------------------------------------------------------- 18 13-26 1 9.45 -3.49 0.11 -0.42 -0.50 -27.84 2 9.45 -3·.49 0.11 -0.42 -0.28 -20.86 3 9.45 -3.49 0.11 -0.42 -0.06 -13.87 4 9.45 -3.49 0.11 -0.42 0.16 -6.88 5 9.45 -3.49 0.11 -0.42 0.39 0.10 ---------------------------------------------------------------------.------19 26--252 1 9.45 -3.49 0. ll -0.42 0.39 0.10 2 9.45 -3.49 0.11 -0.42 0.61 7.09 3 9.45 -3.49 0.11 -0.42 0.83 14.07 4 9.45 -3.49 0.11 -0 .42 1.05 21.06 5 9.45 -3.49 0.11 -0 .. 42 1.27 28.05 ---------------------------------------------------------------------------27 26 30-105 1 2 3 4 5 17-30 1 2 3 4 9.27 9.27 9.27 9.27 9.27 9.27 9.27 9.27 9.27 -3.31 -3.31 -3.31 -3.31 -3.31 -3.30 -3.30 -3 _.30 -3.30 -0.84 -0.84 -0.84 ::-0. 84 -0.84 , -0. 84 -0.84 -0.84 -0.84 --0 .15 -0.15 -0.15 -0.15 -0.15 -0.15 -0.15 -0.15 -0.15 -0.68 -2.36 -4.04 -5.72 -7.40 6.04 4.36 2.68 1.00 -0.85 5.76 12.37 18.98 25.59 -27.28 -20.67 -14.06 -7.46 I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #4-00 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 12. Cl 1.0 Date: 3/06/98 File: BIGSHOP1 ---------------< Member Section Forces, LC 3 : DL + 3RwE/8 >--------------- 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--- 5 9.27 -3.30 -0.84 -0.15 -0.68 · -0.85 17 25-283 1 4.~0 -3.30 -0.18 -0.27 -0.92 -0.37 2 4.20 -3.30 -0.18 -0.27 -1.28 6.23 3 4.20 -3.30 -0.18 -0.27 -1.64 12.84 4 4.20 -3.30 -0.18 -0.27 -1.99 19.44 5 4.20 -3.30 -0.i8 -0.27 =-2.35 26.04 ------------------------------.----· ----------------------------------------16 12-25 1 4.20 -3.36 -0.18 -0.27 0.51 -26.77 2 4.20 -3.30 -0.18 -0.27 0.15 -20.17 3 4.20 -3.30 -0.18 -0.27 -0.21 -13.57 4 4:. 20 -3.30 -0.18 -0.27 -0.56 -6.97 5 4.20 -3.30 -0.18 -0.27 -0.92 -0.37 ------------------------------------------------------------------------15 24-426 1 9.91 -3.07 -·0. 22 0.33 -1.25 -0.97 2 9.91 -3.07 -0.22 0.33 -1.69 5.18 3 9.91 -3.07 -0.22 0.33 -2.13 11.33 4 9.91 -3.07 -0.22 0.33 -2.57 17.48 5 9.91 -3.07 -0.22 0.33 -3.00 23.63 ----------------------------------------------------------------------------14 11-24 1 9.91 -3.07 -0.22 0.33 0.51 -25.55 2 9.91 -3.07 -0.22 0 .. 33 0.07 -19.40 3 9.91 -3.07 -0.22 0.33 -0.37 -13.26 4 9.91 -3.07 -0.22 0.33 -0.81 -7.11 5 9.91 -3.07 -0.22. 0.33 -1.25 -0.97 -----------------------------------------------------,----------------------21 27-225 1 11.10 -2.81 0.98 -0.07 3.19 -1.90 2 11.10 -2.81 0.98 -0.07 5.14 3.72 3 11.10 -2.81 0.98 -0.07 7.10 9.34 4 11.10 -2.81 0. 9'8 -0.07 9.06 14.96 5 11.10 -2.81 0.98 -0.07 11.02 20.59 ----------------------------------------------------·-----------------------20 14-27 1 11.10 -2.8l 0.98 -0.07 -4.68 -24.38 2 11.10 -2.81 0.98 -0.07 -2.71 -;LS. 7 6 3 11.10 -2.81 0.98 -0.07 -0.75 -13.14 4 11.10 -2.81 0.98 -0.07 1.22 -7 .. 52 5 11.10 -2.81 0.98 -0.07 3.19 -1.90 ----------~--------------------------------------------------------------31 32-19'5 1 10.01 -2.69 0.33 -0.13 2.85 -1.43 2 10. OJ,. .,.2. 69 0.33 -0.13 3.51 3.94 3 10.01 -2.69 Q.33 -0.13 4.16 9.31 4 10.01 -2.69. 0.33 -·o .13 4.82 14.69 5 10.01 -2.69 0.33 -0.13 5.-48 20.06 ----------------------------------------"-----------------------------------30-19-32 1 10.01 -2.68 0.33 -.0.13 0.20 -22.91 2 10.01 -2.68 0.33 -0.13 0.87 -17.54 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX 'RET~IL AREA Job: 960240 Page: 13 C,tlq Date: 3/06/98 File: BIGSHOPl ===============< Member Section Forces, LC 3 : DL + 3RwE/8 >=============== Member Joints Shear Shear_ Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------i-------K-ft------K-ft-------K-ft--- 3 lQ.01 -2.68 0.33 -0.13 1.53 --12.17 4 10.01 ~2.68 0.33 -0.13 2.19 -6.80 5 10.01 -2.68 0.33 -0.13, 2.85 -1.43 -------------------------------------------------------------------------23 28-45 1 2 3 4 5 1.59 1.-.59 1.59 1.59 1.59 -2.45 -2.45 -2.4-S ""2 .45 -2.45 0. 74 0.74 0.74 0.74 0.74 -0.23 -0.23 -0.23 -0.23 -0.23 2.87 4.36 -5.84 7.33 8.82 -3.14 1.76 6.65 11.55 16.45 ----------------------------------------------------------------------------22 15-28 1 2 3 4 5 1.59 1.59 1.59 1.59 1.59 -2.45 -2.45 -2.45 -2.45 -2.45 0.74 0.74 0.74 0.74 0 .74 -0.23 -0.23 -0.23 -0.23 -0.23 -3.09 -1.60 -0.11 1.38 2.87 -22.72 -17.82 -12.93 -8.03 -3.14 --------------------------------------------------------------------------29 31-165 1 5.34 -2.32 -1.29 -0.19 -1.49 -2.88 2 5.34 -2.32 -1.29 -0.19 -4.08 1.76 3 5.34 -2.32 .,.1.29 -0.19 -6.66 6.40 4 5.34 -2.32 ;_1.29 -0.19 -9.25 11.03 5 5.34 -2.32 -1.29 -0.19 -11.84 15.67 ----------------------------------------------------------------------------28 18-31 1 5.34 -2.32 -1.29 -0.19 8.86 -21.42 2 5.34 -2.32 -1.29 -0.19 6.27 -16.78 3 5.34 -2.32 -1.29 -0.19 3.68 -12.15 4 5.34 -2.32 -1.29 -0.19 1.09 -7.51 5 5.34 -2.32 -1.29 -0.19 -1.49 -2.88 ----------------------------------------------------------------------------10 9-22 1 2 3 4 5 -2·. 77 -2.77 -2.77 -2.77 -2.77 -~.29 --2.29 -2.29 -2.29 -2.29 0.76 0.76 0.76 0.76 0.76 -0.13 -4.79 -21.18 --0 .13 -3.28 -16.60 -0.13 -1.76 -12.03 -0.13 -0.25 -7.45 -0.13 1.26 -2.88 ------------------------------------------------,-----,---------------------11 22-332 1 -2.77 -2.29 0.76 -0.13 1.26 -2.88 2 -2.77 -2.29 0.76 -0.13 2.78 1.70 3 -2.77 -2.29 0.76 -0.13 4.29 6.27 4 -2.77 -2.29 0.76 -0.13 5.80 10.84 5 -2.77 -2.29 0.76 -0.13 7.32 15.42 -~ , l~... - --- 32 20-33 1 -5.19 ..;2 .14 -0.44 -0.06 3.99 -19.71 2 -5.19 -2.14 -o .44 -0.06 3.11 -15.42 3 -5.19 -2.14 -0.44 -0.06 2.22 -11.14 4 -5.19 -2.i4 ·-0 .44 -0.06 1.34 -6.85 5 -5.19 -2.14 :..o .44 -0.06 0.45 -2.57 I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 -San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 14 C,j'Zt} Date: 3/06/98 File: BIGSHOPl ===============< Member Section Forces, LC 3 : DL + ·3RwE/8 >=============== 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--- 33 33-465 1 -5.19 -2.14 -0.44 -o.os 0.45 -2.57 2 -5.19 -2.14 -0.44 -0.06 -0.44 1.71 3 -5.19 -2.14 -0.44 -0.06 -1.32 6.00 4 -5.19 -2.14 -0.44 -0.06 -2.21 10.28 5 -5.19 -2.14 -0.44 ~0.06 -3.09 14.5~ ---------------------------------------------------------------------------456 37-38 1 11.15 1.98 0.00 0.00 ·o.oo 0.00 2 11.15 1.98 0.00 o.op 0.00 -6.57 3 11.15 1.98 O.Ob o. oo· 0.00 -13.14 4 11.15 1.98 0.00 0.00 0.00 -19.70 5 11.15 1.98 0.00 0.00 -0.01 -26.27 ----------------------------------------------------------------------------7 7-35 1 9.52 -1.37 -0.19 0.00 0.00 0.00 2 9.52 -1.37 -0.19 0.00 -0.38 2.75 3 9.52 -1.37 -0.19 0.00 -0.76 5.50 4 9.52 -1.37 -0.19 0.00 -1.14 8.25 5 9 .52 -1.37 · -0 .J,.9 0.00 -1.53 11.00 -. . . ----------------------------------------------------------------------------8 35-36 1 9.52 -1. 3·6 -0.19 0.00 -1.53 11.00 2 9.52 -1.36 -.o .19 0.00 -1. 90 13.72 3 9.52 -1. 36 -0.19 0.00 -2.28 16.45 4 9.52 -1.36 -0.19 0.00 -2.66 19.17 5 9.52 -1.36 -0.19 0.00 -3.04 21.90 --------------------------------------·-----------------·-------------------- I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 15 ~11,,I Date: 3/06/98 File: BIGSHOPl ===============< Member Section Forces, LC 3 : DL + 3RwE/8 >=============== Member Joints Shear $hear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K -------K--------K-------K-ft------K-ft-------K-ft--- 28 18-31 1 5·,34 -2.32 -1.29 -0.19 8.86 ·-21.42 2 5.34 -2.32 -1.29 -0.19 6.27 -16.78 3 5,·34 -2.32 -1.29 -0.19 3.68 -12.15 4 5.34 -2.32 -1.29 -0.19 1.09 -7.51 5 5.34 -2.32 -1.29 -0.19 -1.49 -2.88 ----------------------------------------------------------------------------29 31-165 1 5.34 -2.32 -1.29 -0.19 .:.1.49 -2.88 2 5.34 -2 .·32 -1.29 -0 .,19 -4.08 1.76 3 5.34 -2.32 ,-1.29 -0.19 -6.66 6.40 4 5.34 -2.32 -1.29 -0.19 -9.25 11.03 5 5.34 -2. 3.2 -1.2·9 -0.19 -11.84 15.67 ----------------------------~-----------------------------------------------376 386-387 1 -2 .11 0.27 1.28 -0.25 -1.83 3.64 2 -2.11 0.27 1.28 -0.25 -1.79 3.63 3 -2.11 0.27 1~28 -0.25 -1.74 3.62 4 -2.11 0.27 1.28 -0.25 -1.70 3.61 5 -2.11 0.27 1.2-8 -0.25 -1.65 3.60 ----------------------------------------------------------------------------20 21 14-27 1 2 3 4 5 27-225 1 2 3 4 5 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 -2.81 -2.81 -2.81 -2.81 -2 .-81 -2.81 -2.81 -2.81 -2·. 81 -2.81 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 -0.07 -0.07 -0.07 -0.07 -0.07 -0.07 -0.07 -0.07 -0.07 -0.07 -4.68 -2.71 -0.75 1.22 3.19 3.19 5.14 7.10 9.06 11.02 -24.38 -18.76 -13.14 -7.52 -1.90 -1.90 3.72 9.34 14.96 20.59 ----------------------------------------. ----------------------------------- I RISA-3D {R) Version 3.0 Martin & Dunn I 7801 Mission Center Ct., #400 -, San Diego, CA 92108 Job: 960240 Page: 16 ?/12,1.,,, Date: 3/06/98 File: BIGSHOPl I I I I 1, I I I I I I I I I I ·1 I LEGOLAND CARLSBAD -BEGINNI~G EAST COMPLEX RETAIL AREA ( ,¥;.. R•K--,r;~oke] ---------------< Member Section Forces, LC 3 : DL + 3RwE/8 >===:::=========== Member Joints Shear Sbear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------k-------K-ft------K-ft-------K-ft--- 36 45-46 1 -0.01 -0,44 -Q.01 -2.74 0.14 -5.40 2 -0.01 -0.44 -0.0.1 -2.74 0.14: ..,5_35 3 -0.01 -Q.44 -0.01 -2.74 0.14 -5.29 4 -0.01 -0.44 -0.01 -2.74 0.14 -5.23 5 -0.01 -0.44 -0.01 -2.74 0.14 -5.17 ------------------------------------------------------------------------37 46-47 1 -0.01 ~0.44 -0.01 -2.65 -0.14 -5.22 2 -0.01 -0.44 -0.01 -2.65 0.13 -5.16 3 -0.01 -0.44 -0.01 -2.65 0.13 -5.10 4 -0.01 -0.44 -0.01 -2.65 0.13 -5.05 5 -0.01 -0.44 -0.01 -2.65 0.13 -4.99 38 47-4'8 1 -0.01 -0.44 -0.01 -2.55 0.13 -5.04 2 -0.01 -0.44 -0.01 -2.55 0.13 -4.98 3 -0.01 -0.44 -0.01 -2.55 0.13 -4.92 4 -0.01 -0.44 -0.01 -2.55 0.13 -4.87 5 -0.01 -0.44 -0.01 -2.55 0.13 -4.81 ----------------------------------------------------------------------------39 48-49 1 -0.01 -0.44 -0.01 -2.47 0.13 -4.85 2 -0.01 -0.44 -0.01 -2.47 0.12 -4.79 3 -0.01 -0.44 -0.01 '-2.47 0.12 -4.73 4 -0.01 -0.44 -0.0i -2.47 0.12 -4.68 5 .-0.01 -0.44 -0.01 -2.47 0.12 -4.62 ---------------------------------------------------------------------------- 40 49-50 1 -0.01 -0.44 -0.01 -2.40 0.12 ·-4.6'6 2 -0.01 -0.44 -0. ('1 -2.40 0.12 -4.60 3 -0.01 -0.44 -0.01 -2.40 0.12 -4.55 4 -0.01 -0.44 -0.01 -2.40 0.12 -4.49 5 -0.01 -0.44 -0.01 -2.40 0.11 -4.43 ----------------------------------------------------------------------------41 so-51 1 -0.()1 -0.44 -0.01 -2.32 0.11 -4.47 2 -0.01 -Q.44 -0.01 -2.32 0.11 -4.42 3 -0.01 -0.44 -0.01 -2.32 0.11 -4.36 4 -0.01 -0.44 -0.01 -2.32 0.11 -4.30 5 -0.01 -0.44 -0.01 -2.32 0.11 -4.24 ----------------------------------------------------------------------------42 51-52 1 -0.0l -0.44 -0.01 ~2.23 0.11 -4.29 2 -0.01 -0.44 -0.01 -2.23 0.11 -4.23 3 -0.01 -0.44 -0.01 -2.23 0.11 -4.17 4 -0.01 -0.44 ;,-0.01 -2.23 0.10 -4.12 5 -0.01 -0.44 -0.01 -'-2 .23 0.10 -4.06 ---------------·------------------------------------------------------------43 52-53 1 2 3 4 -0', 01 -0.01 -0.01 -0.01 -0.44 -0.44 -0.44 -0.44 -0.01 -2.17 -0.01 -2.17 -0.01 -2.17 -0.01 -2.17 0.10 0.10 ·O .10 0.10 -4.09 -4.03 -3.98 -3.92 I I I I I I 1, I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL. AREA Job: 960240 Page: 17 C,{1,,1;7 Date: 3/06/98 File: BIGSHOPl ---------------< Member Section Forces, LC 3 : DL + 3RwE/8 >--------------- 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--- 5 -0.01 -0.44 -0.01 -2.17 0.10 --3.86 -----------------------· ----------------------------------------------------44 53-54 1 -0.01 -0.44 -0.01 -2.1.0 0.10 '-3.90 2 -0.01 -0.44 -0.01 -2.10 0.10 -3.84 3 -0.01 -0.44 -0.01 -2.10 0.09 -3.78 4 .,.o .01 -0.44 -0.01 -~.10 0.09 -3.73 5 -0.01 -0.44 -0.01 -2.10 ·0.09 -3.67 --------------------------------------------------------------------------45 54-55 1 -0.01 -0.44 -0.01 -2.03 0.09 -3.71 2 -0.01 -0.44 -0. 0·1 -2.03 0.09 -3.65 3 -0.01 -0.44 -0.01 -2.03 0.09 -3.59 4 -0.01 -0.4:4 -o. 01 '-2.03 0.09 -3.54 5 -0.01 .. o.44 -0.01 -2.03 0.09 -3.48 --------------------------------------L-------------------.--------------- 322 332-333 1 -0.98 0.13 0.43 -1.99 -0.83 -0.99 2 -0.98 0.13 0.43 -1.99 -0.80 -1.00 3 -'0.98 0.13 0.43 -1.99 -0.77 -1.01 4 -0.98 0.13 0.43 -1.99 -0.74 -1.02 5 -0.98 0.13 0.43 -1.99 -0.71 -1.03 ----------------------------------------------------------------------------46 55-56 1 -o .01 --0.44· -0.01 -1.98 0.09 -3.51 2 -0.01 -0.44 -0.01 -1.98 0.08 -3.45 3 --0.01 -0.44 -0.01 .. 1.98 0.08 -3.39 4 -0.01 -0.44 --0.01 -1.98 0.08 -3.34 5 -'O .01 -0.44 -0.01 -1.98 0.08 -3.28 ----------------------------------------------------------------------------323 333-334 1 -0.99 0.13 0.41 -1.98 -0.71 -1.06 2 -0.99 0.13 0.41 -1.98 -0.68 -1.07 3 -0.99 0.13 0.41 -1.98 -0.65 -1.08 4 -0.99 0.13 0.41 -1.98 -0.63 -1.09 5 -0.99 0.13 0.41 -1. 9-s .:.o. 60 -1.10 -------------. --------------------------------------------------------------324 334-335 1 -1.00 0.13 0.39 -1.96 -0.60 -1.13 2 -1.00 0.13 0.39 -1.96 -0.57 -1.14 3 -1.00 0.13 0.39 -1.96 -0.54 -1.15 4 -1.00 0.13 0.39 -i. 96 -0.52 -1.J,6 5 -1.00 0.13 0.39 -1.96 -0.49 -1.16 ----------------------------------------------------------------------------325 335-336 1 -1.00 0.13 0.38 -1.94 -0.49 -1.20 2 -1.00 0.13 0.38 --1 .. 94 -0.47 -1.21 3 -1.00 0.13 0.38 -1.94 -0.44 -1.22 4 -1.00 0.13 Q.38 -1.94 -0.41 -1.22 5 -1.00 0.13 0.38 -1.94 -0.39 -1.23 ----------------------------------------·--------------------------------47 $6-57 1 -0.01 -0.44 -0.01 -1.91 0.08 -3.32 2 -0.01 ·-0.44 -0.01 -1.91 0.08 -3.26 I I I I I I I I I I I I I I I I I I I RISA-3D (R). Version 3. 0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 - LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 20QVV Date: 3/06/98 _ _ · File: BIGSHOPl ===============< Member Section Forces, LC 3 : DL + 3RwE/8 >=============== 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 31-165 1 5.34 -2.32 -1.29 -0.19 -1.49 -2.88 2 5.34 -2.32 -1.29 -0.19 -4.08 1.76 3 5.34 -2.32 -1.29 -0.19 -6.66 6.40 4 5.34 -2.32 .,.1.29 -0.19 -9.25 11.03 5 5.34 -2.32 -1.29 -0.19 -11.84 15.67 --------------------.---·---------------------------------------------------21 27-225 1 2 -3 4 5 11.10 11.10 11.10 11.10 11.10 -2.81 -2.81 -2.81 -2.81 -2.81 0.98 0.9'8 0.98 0.98 0.98 -0.07 -0.07 -0.07 -0.07 -0.07 ·3.19 5.14 7.10 9.06 11.02 -1.90 3.72 9.34 14.96 20.59 -----------------------------------------------------------------------28 18-31 1 5.34 -2.32 -1.29 -0.19 8.86 -21.42 2 5.34 -2.32 -1.29 --0.19 6.27 -16.78 3 5.34 -2. 32 -1.29 -0.19 3.68 -12.15 4 5.34 -2.32 -1.29 -.o. 19 1.09 -7.51 5 5.34 -2.32 -1.29 -0.19 -1.49 -2.88 -------------------------------------------------------------------------23 28-45 1 1.59 -2.45 0.74 -0.23 2.87 -3.14 2 1.59 -2.45 0.74 -0.23 4.36 1.76 3 1.59 -2.45 0.74 -'0. 23 5.84 6.65 4 1.59 -2.~5 0.74 -0.23 7.33 11.55 5 1.59 -2.45 0.74 -0.23 8.82 16.45 ---------------------------------------------------------------------------27 30-105 1 9.27 -3 .. 31 -0.84 -0.15 -0.68 -0.85 2 9.27 -3.31 -0.84 -0.15 -2.36 5.76 3 9.27 -3.31 -0.84 -0.15 -4.04 12.37 4 9.27 -3.31 -0.84 -0.15 -5.72 18.98 5 9.27 -3.31 -0.84 --0 .15 -7.40 25.59 --------------------------------------------------------------------------11 22-332 1 --2.77 -2.29 0. T6 -.o .13 1.26 -2.88 2 -2.77 -2.29 0. 7'.6 --0,13 2.78 1.70 3 -2.77 --2.29 0.76 -0.13 4.29 6.27 4 -2.77 -2.29 0.76 --0.13 5.80 10.84 5 -2.77 -2.29 0.76 -0.13 7.32 15.42 -------------------------------------------------------------------------13 23-386 1 6.28 -3.66 0. 65 -0.15 1.02 0.73 2 6.28 -3.66 0.65 -0.15 2.33 . 8 .05 3 6.28 -3.66 0.65 -0.15 3.64 15.38 4 6.28 -3.66 0.65 -0.15 4.94 22.70 5 6.28 -3.66 0.65 -0-.15 6.25 30.02 -------------·---------------------------------------------. ----------------26 17-30 1 9.27 -3.30 -0.84 -0.15 6.04 -27.28 2 9.21 -3.30 -0.84 -0.15 4.36 -20.67 3 9.27 -3.30 -0.84 -0.15 2. 6·8 -14.06 4 9.27 -3.30 -0.84 -0.15 1.00 -7.46 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD~ BEGINNING EAST COMPLEX RETAIL AREA ===============< Member Section Forces, LC 3 : DL + 3RwE/8 >=============== 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--- 25 29-75 1 8.96 -3.87 -0.59 -0.18 -0.35 0.09 2 8.96 -3.87 -0.59 -0.18 -1.54 7.83 3 8.96 -3.87 -0.59 -0.18 -2.72 15.57 4 8.96 -3~87 -0.59 -0.18 -3.91 23.31 5 8.96 -3.87 -0.S9 -0.18 -5.09 31.05 ----------------------------------------------------------------------------13 23-386 1 6.28 -3.66 0.65 -0.15 -1.02 0.73 2 6.28 -3.66 0.65 -0.15 2.33 8.05 3 6.28 -3. 6'6 0.65 -0.15 3.64 15.38 4 6.28 -3.66 0.65 -0.15 4.94 22.70 5 6.28 -3.66 0.65 -0.15 6.25 30.02 --------------------------------------------------------------------------24 16-29 1 9.03 -3.72 -0.59 -0.17 4.38 -29.63 2 9.03 -3.72 -0.59 -0.17 3.20 -22.20 3 9.03 -3. 72 -0.59 -0.17 2.0:1, -14.77 4 9.03 -3.72 -0.59 -0.17 0-. 83 ~ -7.34 5 9.03 -3.72 -0.59 -0.17 -0.36 0.09 -----------------------------------------·-------~----·-------------------' 12 10-23 1 6.28 -3.66 0.65 -0.15 -4.21 -28.57 2 6.28 -3.66 0.65 -0.15 -2.91 -21.24 3 6.28 -3.66 0.65 -0.15 -1.60 -13.92 4 6.28 -3.66 0.65 -0.15 -0.29 -6.59 5 6.28 -3.66 0.65 ,..o .15 1.02 0.73 19 26-252 1 9.45 -3.49 0.11 -0.42 0.39 0.10 2 9.45 -3 .49 0.11 -0.42 0.61 7.09 3 9.45 -3.49 0.11 -0.42 0.83 14.07 4 9.45 -3.49 0.11 -0.42 1.05 21.06 5 9.45 -3.49 0.11 -0.42 1.27 28.05 ------------------------------------------------------------------------18 13-26 1 9.45 -3.49 0.11 -0.42 -0. 5.0 -27.84 2 9.45 -3.49 0.11 -0.42 -0.28 -20.86 3 9.45 -3.49 0.11 -0.42 -0.06 -13.87 4 9.45 -3.49 0.11 -0.42 0.16 -6.88 5 9.45 -3.49 0.11 -0.42 0.39 0.10 -----------------~------------------------------------------------------26 17-30 1 9.27 -3.30 -0.84 -0.15 6.04 -27.28 2 9.27 -3.30 -0.84 -0.15 4.36 -20.67 3 9.27 -3.30 -0.84 -0.15 2.68 -14.06 4 9.27 -3.30 -0.84 -0.15 1.00 -7.46 5 9.27 -3.30 -0.84 -0.15 -0.68 -0.85 -----------------------------·----------------------------------------------16 12-25 1 4.~o -3.30 -0.18 -0.27 0.51 -26.77 2 4.20 -3.30 -0.18 -0.27 0.15 -20.17 3 4.20 -3.30 -0.18 -0.27 -0.21 -13.57 4 4.20 -3.30 -0.18 -0.27 -0.56 -6.97 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Ver~ion 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 23 ?11.u Date: 3/06/98 File: BIGSHOPl ---------------< Member Section Forces, LC 3 : DL + 3RwE/8 >--------------- Member Joints Shear Shear Moment Moment I J Sec A:>cial y-y z-z Torque y-y z-z ----------------------K--------K--------K------K-ft~-----K-ft-------K-ft--- 5 4.20 -3.30 -0.18 -0.27 -0.92 --0.37 -----------------------------------------.---------------------------------- 456 37-38 1 11.15 1.98 0.00 0.00 0.00 0.00 2 11.15 1.98 0.00 0.00 0.00 -6.57 3 11.15 1.98 0.00 0.00 0.00 -13.14 4 11.15 1.98 0.00 0.00 0.00 -19.70 5 11.15 1.98 0.00 0.00 :..o. 01 -26.27 -------------------------------------·--------------------------------------17 25-283 1 4.20 -3 .30 -0.18 -0.27 -0.92 -0.37 2 4.20 -3.30 --O.i8 -0.27 -1.28 6.23 3 4.20 -3.30 -0.18 -0.27 -1.64 12.84 4 4.20 -3 .30 -0.18 -0.27 -1.99 19.44 5 4.20 -3.30 -0.18 -0.27 -2.35 26.04 ------------------. ---------------------------------------------------------27 30-105 1 9.27 -3.31 -0.84 -0.15 -0.68 -0.85 2 9.27 -3.31 ,,-0,84 -0.15 -2.36 5.76 3 9.47 -3.31 -0.84 -0.15 -4.04 12.37 4 9.27 -3. 3.1 -0.84 -0.15 -.-5. 72 18.98 5 9.27 -3.31 -0.84 -0.15 -7.40 25.59 ------------------------------------------------------------------------------- 14 11-24 1 9.91 -3.07 -0.22 0.33 0.51 -25.55 2 9.91 -3.07 -0.22 0.33 0.07 -19.40 3 9.91 -3.07 -0.22 0.33 -0.37 -13.26 4 9.91 -3.07 -0.22 0.33 -0.81 -7.11 5 9.91 -3.07 -0.22 0. 33. -1.25 -0.97 ---------------------------------------------------------------------------20 14-27 1 11.10 -2.81 0.98 :..o. 07 -4.68 -24.38 2 11.10 -2.81 0.98 -0.07 -2.71 -18.76 3 11.10 -2.81 0.98 -0.07 -0.75 -13.14 4 11.10 -2.81 0.98 -0.07 1.22 -7.52 5 11.10 -2.81 0.98 -0.07 3.19 -1.90 -------------------------------------------------------------------------15 24-426 1 9.91 -3.07 -0.22 0.33 -1.25 -0.97 2 9.91 -3.07 -0.22 0.33 -1.69 5.18 3 9.91 -3.07 -0.22 0.33 -2.13 11.33 4 9.91 -3.07 -0.22 0.33 -2.57 17.48 5 9.91 -3-. 07 -0.22 0.33 -3.00 23.63 -------------------------------------------------------·--------------------30 19-32 1 10.01 -2.68 0.33 -0.13 0.20 -22.91 2 10 .0·1 -2.68 0.33 -0.13 0.87 -17.54 3 10.01 -2.68 0.33 -0.13 1.53 -12.17 4 10.01 .-2.68 .o .33 -0.13 2.19 -6.80 5 10.01 -2. 68 0.33 -0.13 2.85 -1.43 ------------------------------------,---------------------------------------22 15-28 1 1.59 -2.45 0.74 -0.23 -3.09 -22.72 2 1.59 -2.45 0.74 -0.23 -1.60 -17.82 I I I I I I I I I I I I I I I I I I I· RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 24 ~l'Z-1 Date: 3/06/98. File: BIGSHOPl ---------------< Member Section Forces, LC 3 : DL + 3RwE/8 >=============== Member Joints Shear Shear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------~------K-ft------K-ft-------K-ft--- 3 1.59 -2.45 0.74 -0.23 -0.11 ·-12.93 4 1.59 -2.45 0.74 -0.23 1.38 -8.03 5 1.59 -2.45 0.74 -0.23 2.87 -3.14 ----------------·----------------------------------------------------------- 8 35-36 1 9.52 -1.36 -0.19 0.00 -1.53 11.00 2 9.52 -1.36 -0.19 0~00 -1.90 13.72 3 9.52 -1.36 -0,19 0.00 ..:2.28 16.45 4 9.52 -:;I.. 36 -0.19 0.00 -2.66 19.17 5 9.52 -J,.36 -0.19 0.00 -3.04 21.90 --------------------------------------------------------------------------28 18-31 1 5.34 -2.32 -1.29 -0.19 8.86 -21.42 2 5.34 -2.32 -1.29 -0.19 6.27 -16.78 3 5.34 -2.32 -1.29 -0.19 3.68 -12.15 4 _ 5 .34 -2.32 -1.29 -0.19 1.09 -7.51 5 5.34 -2.32 -1.29 -0.19 -1.49 -2.88 -------------------------------------------------------------------------10 9-22 1 -2.77 -2.29 0.76 -0.13 -4.79 -21.18 2 ·-2. 77 -2.29 0.76 -0.13 ,-3 .28 -16.60 3 -2.77 -2.29 .0.76 -0.13 -1.76 -12.03 4 -2.77 -2.29 0.76 -0.13 -0.25 -7.45 5 -2.77 -2.29 0.76 -0 .. 13 1.26 -2.88 ----------------------·-----: ----------~------------------------------------21 27-225 1 11.10 -2.81 0.98 -0.07 3.19 -1.90 2 11.10 -2.81 0.98 -0.07 5.14 3.72 3 11.10 -2.81 0.98 -0.07 7.10 9.34 4 11.10 -2.81 0 .. 98 -0.07 9.06 14.96 5 11.J,0 -2.81 0.98 -0.07 11.02 20.59 ------------------------------------------------------~---------------------31 32-195 1 10.01 -2.69 0.33 -0.13 2.85 -1.43 2 1-0.01 -2.69 0.33 -0.13 3.51 3.94 3 10.01 -2.69 0.33 -0.13 4.16 9.31 4 10.01 -2.69 0.33 -0.13 4.82 14.69 5 10.01 -2.69 0.33 -0.13 5.48 20.06 --------------------------------------------------------------------------32 20-33 1 -5.19 -2.14 -0.44 --0. 06 3.99 -19.71 2 -5.19 -2.14 -0.44 -0.06 3.11 -15.42 3 -5.19 -2 .14 -0.44 -0.06 2.22 -11.14 4 -5.19 -2.14 -0.44 -0.06 1.34 -6.85 5 -5.19 -2.14 -0.44 -0.06 0.45 -2.57 - -. ---;----------~-~-----------------------------------23 28-45 1 1.59 .,.2 .45 0.74 -0.23 2.87 -3.14 2 1.59 -2.45 0.74 -0.23 4.36 1.76 ~ 1.59 -2.45 0.74 -0.23 5.84 6.65 4 1.59 -2.45 0.74 -0.23 7.33 11.55 5 1.59 -2.45 0.74 -0.23 8.82 16.45 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA .,,. Job: 960240 Page: 25 llW Date: 3/06/98 File: BIGSHOPl ===============< Meml:;>er Section Forces, LC 3 : DL + 3RwE/8 >--------------- 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 9 31-16 5 1 5 . 3 4 - 2 . 3 2 -1 . 2.9 - 0 . 19 -1 . 4 9 - 2 . 8 8 2 5.34 -2.32 -1.29 -0.19 -4.08 1.76 3 5.34 -2.32 -1.29 -0.19 -6.66 6.40 4 5.34 -2.32 -1.29 ~0.19 -9.25 11.03 5 5.34 -2.32 -1.29 -,0.19 -11.84 15.67 ------------------------------------------------------------------------. 11 22-332 1 -2.77 -2.29 0.76 -0.13 -1.26 -2.88 2 -2.77 -2.29 0.76 -0.13 2.78 1.70 ·3 -2.77 -2.29 0.76 -0.13 4.29 6.27 4 -2 .. 77 -2.29 0.76 -0.13 5.80 10.84 5 -2.77 -2.29 0.76 -0.13 7.32 15.42 --------------------------------------------------.----------------------33 33-465.1 -5.19 -2.14 -0.44 -0.06 0.45 -2.57 2 .,.5 .19 -2.14 -0.44 -b.06 -0.44 1.71 3 -5.19 -2.14 -0.44 -0.06 -1.32 6.00 4 -5.19 -2.i4 -0.44 -0.06 -2.21 10.28 5 -5.19 -2 .14 -0.44 -0.06 -3.09 14.56 --------------------------------------------------------·-------------------7 7-35 1 9.52 -1.37 -0.19 0.00 0.00 0.00 2 9.52 -1.37 -0.19 0.00 -0.38 2.75 3 9.52 -1.37 -0.19 0.00 -0.76 5.50 4 9.52 -1.37 -0.19 0.00 -1.14 8.25 5 9.52 -1.37 -0.19 0.00 -1.53 11.00 ------------------------------------" --·-------------------------------------- 36 45-46.1 -0.01 -0.44 -0.01 -2.74 0.14 -5.40 2 -0.01 -0.44 -0.01 . -2. 74 0.14 -5.35 3 -0.01 -0 .. 44 -0.01 -2.74 0.14 -5.29 4 -0.01 -0.44 -0.01 -2.74 0.14 -5.23 5 -0.01 -0.44 -0.01 -2.74 0.14 -5.17 --------------------------------------------------------------------------37 46-47 1 -0.01 -0.44 -0.01 -2.65 0.14 -5.22 2 -0.01 --0. 44 -0.01 -2.65 0.13 -5.16 3 -0.01 -0.44 -0.0i -2.65 0.13 -5.10 4 -0.01 -0.44 -0.01 -2.65 0.13 -5.05 5 -0.01 -0.44 -0.01 -2.65 0.13 -4.99 ---------------------·-----------------------------·------------------------ I I I I I I I I I I I I I I I -1 .I I ·I RlSA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 13 ?lifl Date: 3/06/98 File: BIGSHOPl -------------< Member AISC Unity Checks, LC 6 : DL + 3RwE/8 >============== Member Joints Unity Shear Fb Fb Cm Cm ASD I J Chk Loe Chk Loe Fa yy zz Cb yy zz Eqn --------------------------------------Ksi---Ksi---Ksi---------------------- 473 6 2 468 1 5 467 456 474 4 24 13 25 12 27 26 19 20 18 16 21 17 470 8 14 15 10 32 28 22 30 33 11 35 23 29 31 7 9 3 6 2 41 1 5 40 37 4 4 16 23 29 10 30 17 26 14 13 12 27 25 43 35 11 24, 9 20 18 15 19 33 22 34 28 31 32 7 8 41 44 39 42 37 43 41 38 41 42 29 386 75 23 105 30 252 27 26 25 225 283 44 36 24 426 22 33 31 28 32 465 332 466 45 .165 195 35 305 0.982 1 0:822 5 0.516 5 0 .49-6 1 0.389 5 0.372 5 0.321 5 0.315 5 0.279 1 0.2.39 5 0.223 1 0.222 5 0.216 5 0.210 1 0.207 5 0. 2-06 1 0.200 5 0.199 1 0.199 1 0.197 1 0.194 5 0.192 5 0.190 1 0.18D 5 0.179 1 0.166 ,5 0.159 1 0.158 1 0.155 1 0.154 1 0.147 1 0.143 5 0.131 5 0.126 5 0.117 5 0.117 5 0.114 5 0.103 5 0.099 5 0.000 0.000 0.000 0.001 0.002 0.001 0.001 0.036 0.000 0.000 0.013 0.013 0.013 0.013 0.013 0.013 0.014 0. 0.11 0.014 0.012 0.011 0.012 0.000 0.005 0.012 0.012 0.009 0.009 0 .00-9 0.009 0. 0-08 0.009 0.009 0.004 0.009 0.009 0.008 0.005 0.001 ly ly lz ly ly ly ly ly ly ly 1 1 1 1 1 1 1 1 1 1 1 1 ly 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ly 10.44 36.79 3.41 36.79 3.88 36.79 15.51 35.99 3.41 36.79 3.41 36.79 15.51 35.99 19.88 35.99 10 .44. 36, 79 9.47 36.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.19 23.50 30.79 23.50 30.79 23.50 30.79 2 3 . 5 0 3-0 . 7 9 -23.50 30.79 23.50 30.79 23.50 30.79 1.35 35.99 24.25 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 23.50 30.79 20.41 30.79 3.71 36.79 36 .79 36.79 36.79 22.42 36.79 36.79 28.79 23.33 36.79 36.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30. 79· 6. 31 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 30.79 36.79 1.00 0.60 1.75 0.85 1.75 0.85 1.00 0.60 1.75 0.85 1.75. 0.85 1.00 0.60 1.00 0.60 1.00 0.60 1.75 0.85 1.76 0.85 1.73 0.85 1.74 0.85 1.77 0.85 1.77 0.85 1.73 0.85 1.75 0.85 1.69 0.85 1.75 0.85 1.73 0.85 1. 81 0. 85 1.77 0.85 1.00 0.60 1.30 0.85 1.70 0.85 1.80 0.85 1.63 0.85 1.70 0.85 1.60 0.85 1.60 0.85 1.63 0.85 1.81 6.85 1.92 0.85 1.30 0.85 1.99 0.85 2.00 0.85 1.92 0.85 1.75 0.85 1.75 0.85 0.60 Hl-1 0.85 Hl-1 0.85 Hl-1 0.60 Hl-1 0.85 Hl-1 0.85 Hl-1 0.60 H2-1 0.60 Hl-3 0.60 H2-1 0.85 Hl-1 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.60 Hl-1 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 H2-1 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-1 I I I I I I I I I I I 1· I I 1· I I· I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Cente~ Ct., #400 San Diego, CA · 92108 · LEGOLAND CARLSBAD -SEG!NNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 12 vi "!Jl> Date: 3/06/98 File: BIGSHOP1 =====================< Reactions, LC 6 : DL + 3RwE/8 >===================== Joint +----------·-Forces -----------+ +-----------Moments ----------+ No. X y z Mx My Mz -----------K----------X---------K---------K-ft-------K-ft-------K-ft----- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Totals: Center of 0.00 0.16 0.02 -0.04 0.01 .31.62 0.00 31.60 -0.03 0.06 0.00 0.00 -0 .14 . J,. .40 0.02 0.14 o. 9·0 2. 36 0.82 3.57 -0.24 2.98 -0.23 3.21. 0.21-3.42 0.96 2.96 0.59 2.35 -0.47 3.65 -1.11 3.41 -0.86 2.16 0. 04 2. 2-6 -0.01 2.62 -0.37 1.06 0.00 100.94 Gravity Coords (X,Y,Z) 5.37 15.77 56.69 -43. 06 6. 3.3 16.69 12.94 2.96 3.80 7.59 3.94 9.14 5.54 12.73 0.55 1.1.96 4.74 3.93 2.63 3.21 -1.89 141.54 (ft) : 0-. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -21.44 -28.01 -24.96 -26.23 -27. 3,9 -25.13 -22.10 -29.04 -27.77 -20.50 -20.54 -22.06 0.00 25.383, 0.00 0.00 0.00 0.00 0.00 0.00 o-. 00 0.00 5.29 5.32 -0.38 -0.56 1.24 4.77 2.46 -3.54 -7.29 -6.47 -1.62 -1.53 0.00 70.720, -0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.bO 0.14 0.15 -0.32 0.27 0.41 0.09 0.23 0.17 0.17 0.19 0.15 0.07 0.00 16.000 I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page : 2 6 t-,(0 l Date: 3/0'6/98 file· ===============< Member Section Forces, LC 6 : DL + 3RwE/8 >=============== Member Joints Shear Shear Moment Moment I J Sec Axial y~y z-z Torque y-y z-z - - - - - - - - - - - - - - - - - - - - - -K--- - - - - -K-----· - - -K-- - - - --K-f·t-- - - - -K-ft-- - - - - -K-ft-- - 473 3-41 1 65.20 0.00 0.00 0.00 0.00 o,.oo 2 65.20 0.00 0.Q0 0.00 0.00 0.00 3 65.20 0.00 0.-00 0.00 0.00 0.00 4 65.20 0.00 0~00 0.00 0.00 0.00 5 65.20 -0.00 0.00 0.00 0.00 0.00 ----------.--------------------.-----------------------------------------474 4-41 1 2 3 4 5 -65.19 -65.19 -65.19 -65.19 -65.19 0.00 0.00 0.00 0.00 0.0Q , , , 0.00 0.00 0.00 0.00 0.00 O.bO o.qo 0.00 O.Ob 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -----------------------.-------------------------------~ --------------------467 40-41 1 2 3 4 5 -34.22 -34.22 . -34. 22 -34.22 -34.22 -0.03 -0.03 -0.03 -0.03 -0.03 0.00 0.00 0.00 0.00 0.00 · 0. 00 Q.00 0.00 0.00 0.00 0.00 0.00 0.01 Q.01 0.01 0.00 0.05 0.10 0.15 0.20 ----------------------------------------------------------------------468 41-42 1 2 3 4 5 28.93 28.93 28.93 28.93 28.93 0.03 0.03 0.03 0. 0:3 0.03 ·O. 00 o.oo 0.00 0.00 0.00 0.00 0.00 0. 00· 0.00 0.00 0.01 0.01 0.01 0.00 0.00 0.20 0.15 0.10 0.05 0.00 ----------------------------------------------------------------------------6 6-44 1 16.69 .o .01 0.00 0.00 0.00 0.00 2 16.69 0.01 0.00 0.00 0.02 -0.05 3 16.69 0.01 0.00 , 0.00 0.03 -0.10 4 16.69 0.01 0.00 0.00 0.05 -0.15 5 16.69 0.01 0.00 0.00 0.06 -0.20 ------------------------------___________ , -------------------------------- 2 2-39 1 15.77 -0.02 -0.02 0.00 0.00 0.00 2 15.77 -0.02 -0.02 o .·oo -0.08 0.08 3 15.17 -o·. 02 -0.02 0.00 -0.16 0.16 4 15.77 -0.02 -0.02 O.Ob -0.25 0.25 5 15.77 -0.02 -0.02 0.00 -0.33 0.33 -------------------------------------- --------------------------------4 4-42 1 13 .95-0.01 0 . .00 0.00 0.00 0.00 2 13.9-S 0.01 0.00 0.00 0.02 -0.02 3 13.95 0.01 o .oo 0.00 0.03 -0,04 4 13.9? 0.01 0.00 0.00 0.05 -0.05 I ------------------------------------------------------------------------5 13.95 0.01 0.00 0.00 0.06 -0.07 7 7-35 1 12.94 1.42 0.15 -0. 00 0.00 0.00 I I 2 3 4 '12. 94 1.42 12.94 1.42 12,94 1.42 ~ 0.15 0.00 0'.29 -2.84 0.15 0.00 0.59 -5.69 0.15 0.00 0.88 -8.53 I I I I I I -1 I I I I I I I I -1 I I I RISA-3D (R) Version 3 .·O Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 27 l,t';"l/ Date: 3/06/98 File: BIGSHOPl ---------------<; Member Section Forces, LC 6 : DL + 3RwE/8 >--------------- Member Joints She-ar 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--- 5 12.94 1.42 0.15 0.-00 1.17 · -11.3S ---------------------------------------------------------------------------- 8 35-36 1 2 3 4 5 12.94 12.94 12 .. 94 12.94 12.94 1.41 1.41 1.41 1.41 1.41 0.14 0.14 0.14 0·.14 0.14 0.00 0.00 0.00 0.00 0.00 1.17 1.46 1.75 2.04 2.33 -11.38 -14.19 -17.00 -19.81 -22.63 ------------------·--------------------·------------------------------------20 14-27 1 12.73 2.97 -0.96 0.09 4.77 25.13 2 12.73 ' 2.97 -0.96 0.09 2.85 19.19 3 12.73 2.97 -0.96 0.09 0.94 13.24 4 12.73 2.97 -0.96 -0 .09 -0.98 7.30 5 12,73 2.97 ~0.96 0.09 -2.89 1.36 21 27-225 1 12.73 2.97 -0.95 0.09 -2.89 1.36 2 12.73 2.97 -0.95 0.09 -4.80 -4.59 3 12.73 2.97 -0.95 0.09 -6.71 -10.53 4 12.73 2.97 -0.95 0.09 -8.62 -16.48 5 12.73 2.97 -0.95 0.09 -10.52 -22.42 ---------------------------------------------------------------------------25 29-75 .1 12.02 3.45 0.47 0.17 0.20 -0.25 2 12.02 3.45 0 .. 47 0.17 1.13 -7.16 3 12.02 3.45 0.47 0.17 2.06 -14.07 4 12.02 3.45 0.47 0.17 3.00 -20.98 5 12.02 3.45 0.47 0.17 3.93 -27.89 ---------------------------------------------------------------------------24 16-29 1 11.96 3.66 0.47 0.17 -3.54 29.04 2 11.96 3.66 0.47 0.17 -2.61 21.72 3 11. 9-6 3.66 0.47 0.17 -1.67 14~39 .4 11.96 3.66 0.47 0.17 -0.74 7.07 5 11.96 3.66 0 .47 0.11 0.20 -0.25 _________________ ¥ _______________________________ --------------------------- 457 38-39 1 -11.45 -0.10 0.00 0.00 0.01 -0.98 2 -11.45 -0.10 0.00 0.00 0.00 -0.74 3 -11.45 -0.10 0.00 0.00 o.oo -0.49 4 -11.45 -0.10 0.00 0.00 0.00 -0.25 5 -11.45 -0.10 0.00 o.oo 0.00 0.00 -------------------------------------------------------------------------456 37-38 1 -11.07 1.78 0.00 0.00 0.00 0.00 2 -11.07 1.78 0.00 0.00 0.00 -5.89 3 ,..11.07 1.78 0.00 0.00 0.00 -11.79 4 -11.07 1 .. 78 0.00 0.00 0.00 -17.68 5 -11.07 1.78 b.00 0.00 0.01 -23.57 -----------------------------------·----------------------------------------16 12-25 1 9 .. 14 3.22 0.23 0.27 -0.56 26.23 2 9.14 3.22 0.23 0.27 -0.09 19.79 I I I I I I 1· I I I I I I I I I I I I RISA.-3D (R) Version 3. 0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 921_08 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Pag.e: 28 C-l'?'J Date: 3/06/98 File: BIGSHOP1 ---------------< Member Section Forces, LC 6 : DL + 3RwE/8 >=============== 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--- 3 9.14 3.22 0.23 0.27 0.37 13.35 4 9.14 3.22 0.23 0.27 0.84 6.91 5 9.14 3.22 0.23 0.27 1.31 0.47 -----------------------------------------· ---------------------------------17 25-283 1 9.14 3.22 0.23 0.27 1.31 0.47 2 9.14 3.22 0.23 0.27 1.77 -5.98 3 9.14 3.22 0 .23 0.27 2.24 -12.42 4 9. l.4 3.22 0.23 0.27 2.70 -18.86 5 9.14 3.22 0.23 0.27 3.17 -25.30 ----------------------------------------·--------------------------------12 10-23 1 7 .59, 3.58 -0.82 0.15 5.32 28.01 2 7.59 3.58 -0.82 0.15 3.68 20.86 3 7.59 -3.58 -0.82 0.15 2.04 13.70 4 7.59 3.58 -0.82 0.15 0.41 6.54 5 7.59 3.58 -0.82 0.15 -1.23 -0.62 -----------------, ------------------------------------------------------13 23-386 1 7.59 3.58 -0 . .82 0.15 -1.23 -0.62 2 7.59 3.58 -0 .-82 0.15 -2.86 -7.78 3 7.59 3.58 -0.82 0.15 -4.49 -14.93 4 7.59 3.58 -0.82 0.15 -6.13 -22.09 5 · 7. 5.9 3.58 -0.82 0.15 -7.76 -29.25 -----------------. ----------------------------------------------------------466 39-40 1 -7.04 0.00 0.00 0.00 0.00 0.00 2 -7.04 0.00 0.00 0.00 0.00 0.00 3 -7.04 0.00 0.00 0.00 0.00 0.00 4 -7.04 0.00 0.00 0.00 0.00 0.00 5 -7.04 0.00 0.00 0.00 0.00 0.00 -----------------------------------------------------------------------------5 5-43 1 6.33 0.06 0.03 0.00 0.00 0.00 2 6.33 0.06 0.03 0.00 0.09 -0.23 3 6.33 0.06 0.03 0.00 0.18 -0.45 4 6.33 0.06 0.03 0.00 0.27 -0.68 5 6.33 0.06 0.03 0.00 0.36 -0.90 18 13-26 ,l 5.54 3.43 -0.21 0.41 1.24 27.39 2 5.54 3.43 -0.21 0.41 0.83 20.53 3 5.54 3.43 -0 .. 21 0.41 0.41 13.67 4 5.54 3.43 -0.21 0.41 0. O·O 6.82 5 5.54 3.43 -o .. 21 0.41 -0.42 -0.04 ----------------------------------------------------------------------------19 26-252 1 5.54 3 .43 -0.21 0.41 -0.42 -0.04 2 5.54 3.43 -0.21 0.41 -0.83 -6.90 3 5.54 3.43 -0.21 0.41 -1.24 -13.76 4 5.54 3.43 -0.21 0.41 -1.66 -20.62 5 5.54 3.43 -0.21 0.41 -2.07 -27.48 ------------------------~-----· ------------------------------------------- I I I I I I I I I I I I I I I I I I I RISA-3D {R) Version. 3.0 Martin & Dunn 7801 Mission Center Ct., #400 ·. San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINN!NG EAST COMPLEX RETAIL AREA [Mi. 960240 30 t--1* 3/66/98 ---------------< Member Section Forces, LC 6 : DL +· 3RwE/8 >=============== 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--- 24 16-29 1 11.96 3.66 0~47 0.17 -3.54 29.04 2 11.96 3.66 0.47 0.17 -2.61 21.72 3 11.96 3.66 0.47 0.17 -1.67 14.39 4 11.96 3.66 0.47 0.17 -0.74 7.07 5 11.96 3.66 0~47 0.17 0.20 -0.25 --------------------------------. ---·------------------------------------ 12 10-' 23 1 2 3 4 5 7.59 7.59 '7.59 7.59 7.59 3.58 3.58 3.58 3.58 3.58 -0.82 -Q.82 -0. 8~ . -0.82 -0.82 0.15 0.15 0.15· 0.15 0.15 . 5 .32 3.68 2.04 0.41 -1.23 • • ' > 28.01 20.86 13.70 6.54 -0.62 ----------------------------------------------------------------------------13 23-386 1 2 3 4 5 7 .5'9 7.59 7.59 7.59 7.59 3.58 3.58 3.58 3.58 3. 58 -0.82 -0.82 -0.82 -0.82 .,.o. 82 0.15 0.15 0.15 0.15 0.15 -1.23 -0.62 -2.86 -7.78 -4.49 -14.93 -6.13 -22.09 -7.76 -29.25 ---------------------------------------------------------------------25 29-75 1 12.02 3.45 0.47 0.17 0.20 -0.25 2 12.02 3.45 0.47 0.17 1.13 -7.16 3 12:02 3.45 0.47 0.17 2.06 -14.07 4 12.02 3.45 0.47 0.17 3.00 -20.98 5 12 .. 02 :3.45 0.47 0.17 3.93 -27.89 ----------------------~---------·--·----------------------------------------18 13-26 1 5.54 3.43 -0 .2.1 0.41 1.24 27.39 2 5.54 3.43 -0.21 0.41 0.83 20.53 3 5.54 3.43 -0.21 0.41 0.41 13.67 4 5.54 3.43 -0.21 0.41 0.00 6.82 5 5.54 3.43 -0.21 0.41 -0.42 -0.04 -----------------------------------------------------,.--------------------19 26-252 1 5.54 3.43 -0.21 0.41 -0.42 -0.04 2 5.54 3.43 -0.21 0.41 -0.83 -6.90 3 5.54 3.43 -0.21 0.41 -1.24 -13.76 4 5.54 3.43 ,-Q.2:1. 0.41 -1.66 -20.62 5 5.54 3.43 -0.21 0.41 -2.07 -27.48 --------------' -------·--------------~----------------------------------27 30-105 1 2 3 4 5 4.74 4.74 4.74 4.74 4.74 3.41 3.41 3.41 3.41 3.41 1 :11 1.11 ·1.11 1.11 1.11 0.17 0.17 0.17 0.17 0.17 1.56 3.77 5.98 8.19 10.40 0.47 -6.36 -13.18 -20.01 -26.83 ---------------------------------~ ------------------------------------------26 17-30 1 2 3 4 4.74 4.74 4.74 4.74 3.41 3.41 3 .. 41 3.41 1.11 1.11 1.11 1.11 0.17 0.17 0.17 0.17 -7.29 -5.08 -2.86 -0.65 27.77 20.95 14.12 7.30 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -B'EGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: 31 t (~6° Date: 3/06/98 File: BIGSHOPl ===============< Member Section Forces, LC 6 : DL + 3RwE/8 >--------------- 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--- 5 · 4.74 3.41 1.11 0.17 1.56 0.47 ---------------------------------------.------------------------------------17 25-283 1 9.14 3.22 0.23 0.27 1.31 0.47 2 9.14 3.22 0.23 0.27 1.77 -5.98 3 '9.14 3 ,22 . 0.23 0.27 2.24 -12.42 4 9.14 3 .22 0.23 0.27 2.70 -18.86 5 9.14 3.22 0.23 0.27 . 3 .17 -25.30 -----------------------------------:-------------------------------------16 12-25 1 9.14 3.22 0.2.3 0.27 -0.56 26.23 2 9.14 3.22 0.23 0.27 -0.09 19.79 3 9.14 3.22 0 . .23 0.27 0.37 13.35 4 9.14 3 .. 22 0.23 0.27 0.84 6.91 5 9.14 3.22 0.23 0.27 1.31 0.47 ----------------.----· ----------------------------------------------------15 24-426 1 2 3 4 5 3.94 3.94 3.94 3.94 3.94 2.98 2.98 2. 9$. . 2 .98 2.98 0.24 0.24 0.'24 0.24 0.24 -0.32 -0.32 -0.32 -0.32 -0.32 1.54 2.02 2.50 2.98 3. 4() 1.10 -4.87 -10.84 -16.80 . -22. 77 --------------------------· -------------------------------------------------14 11-24 1 3.94 2.98 0.24 -0.32 -0.38 24.96 2 3.94 2.98 0.24 -0.32 0.10 18.99 3 3.94 2.98 0.24 -0.32 0.58 13.03 4 3.94 2.98 0.24 -0.32 1.06 7.06 5 3.94 2.98 0.24 -0.32 1.54 1.10 ----------------------------------------------·----------------------------21 27-22·5 ;L 12.73 2.97 -0.95 0.09 -2.89 1.36 2 12.73 2.97 -0. 9'5 0.09 -4.80 -4.59 3 12.73 2.97 -0.95 0.09 -6.71 -10.53 4 12.73 2.97 -0.95 0.09 -8.62 -16.48 5 12.73 2.97 -0.95 0.09 -10.52 -22.42 ------------------------------------------~--------------------------------20 14-27 1 12.73 2.97 -0.96 0.09 4.77 25.13 2 12.73 2.97 -0.96 0.09 2.85 19.19 3 12.73 2.97 -0.96 0.09 0.94 13.24 4 12.73 2.97 -0.96 0.09 -0.98 7 .30· 5 12.73 2.97 -0.96 0.09 -2.89 1.36 -----------------------------· ----------------------------------------------33 33-465 1 3.21 2.62 0.01 0.07 -1.48 1.08 2 3.2i 2.62 0.01 0. 0·7 -1.47 -4.17 3 3.21 2.62 0.01 0.07 -1.45 -9.41 4 3 .2·1 2.62 0.01 0.07 -1.44 -14.66 5 3.21 2.62 0.01 0.07 -1.43 -19.90 -------------·------------------------------------------------------------32 20-33 1 · 3. 21 2.62 0.01 0.07 -1.53 22.06 2 3.21 2.62 0. 0.1 0.07 -1.52 16.81 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA '92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAI~ AREA Job: 960240 Page: 34 ?10// Date: 3/06/98 ---------------< Member Section Forces, LC· 6 : DL + 3RwE/8 >========·======= 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--- 376 386-387 1 2.09 --0.17 -1.27 0.73 1.82 -3.21 2 2.09 -0.17 -1.27 0.73 1.77 -3.21 3 2.09 -0.17 -1~27 0.73 1.73 -3.20 4 2.09 -0.17 -1.27 0.73 1.69 -3.19 5 2.09 -0.17 -1.27 0.73 1.64 -3.19 ------------------------------------------------------------------------26 17-30 1 2 3 4 5 4 .. 74 4.74 4.74 4.74 4.74 3.41 3.41 3.41 3.41 3 .41 . 1.li 1.11 1 .. 11 J,. .:I.1 1.11 0.17 0.17 0.17 0.17 0·.17 ·-7 .29 -5. 0·8 -2.86 -0.65 1.56 27.77 20.95 14.12 7.30 0.47 ----------------.-----------·---------, ------. --------------------------------- 27 30-i05 1 2 3 4 5 4.74 4.74 4.74 4.74 4.74 3.41 3.41 3.41 3.41 3.41 1.11 1.11 1.11 1.11 1.11 0.17 0.17 0.17 0.17 0.17 1.56 3.77 5.98 8.19 10.40 0.47 -6.36 -13.18 -20.01 -26.83 -----------------------------------------------------------------------20 14-27 1 2 3 4 5 12.73 12.73 12.73 12 .,73 12.73 2.97 2.97 2.97 .2.97 2.97 -0.96 -0.-96 -b. 9-6 -0.96 -0.96 0.09 0.09 0.09 0.09 0.09 4.77 2.85 0.94 -0.98 .:2.89 25.13 19.19 13.24 7.30 1.36 ---------------------------------L-------·---------------------------------21 27-225 1 12.73 2. 97 -0.95 0.09 -2.89 1.36 2 12. 73 -2.97 .,..o. 95 o·. 09 -4.80 -4.59 3 12.73 2 .. 97 -0.95 0.09 -6.71 -10.53 4 12.73 2.97 -0 .. 95 0.09 -8.62 -16.48 5 12.73 2.97 -0.95 0.09 -10.52 -22.42 -----------------------------------.---------------·---------------------275 284-285 1 4.32 0.06 -0.93 -0.i5 1.64 0.86 2 4.32 0.06 -0.93 -0.15 1.52 0.85 3 4.32 0.0-6 -0.93 -0.15 1.40 0.84 4 4.32 0.06 -0 .. 93 -0.15 1.28 0.84 5 4.32 0 .0·(5 -0. 93. -0.15 1.17 0.83 ----------------------------------------------------------------------------377 387-388 1-2.27 -0.17 --0.92 1.24 1.64 -3.03 2 2.27 -0.17 -0.92 1.24 1.58 -3.02 3 2.27 -0.17 -0.92 1.24 1.52 -3.01 4 2.27 -0.17 :-0.92 1.24 1.45 -2.99 5 2.27 -0.17 -0.92 1.24 1.39 -2.98 -------------------------------------------------------------------------378 388-389 1 2.28 -0.17 -0.88 1.28 1.39 -2.96 2 2.28 -0-.17 -0.88 1.28 1.33 -2.95 3 2.28 -0.17 -0.88 1.28 1.27 -2.94 4 2.28 -0.17 -0.88 1.28 1.21 -2.93 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -~EGINNING EAST COMPLEX RETAI~ AREA Job: 960240 Page : 3 5 C,11?1 Date: 3/06/98 File: BIGSHOPl ---------------< Member Section Forces, LC 6 : DL +-3RwE/8 >==~=====7====== Member Joints Shear Shear · Moment . Moment , I J Sec Mial y-y z-z Torque y-y z-z ------------· ---------K-------·K---·-.--K-. -----K-ft-. ----K-ft-------K-ft--- 5 2.28 -0.17 -0.88 1~28 1.15 · -2.92 ----------------------------------------------------------------------------28 18-31 1 3.93 2.17 0.86 0.19 -6.47 20.50 2 3.93 2.17 o. a·6 0.19 -4.74 16.16 3 3.93 2.17 0.86 0.19 -3.01 11.83 4 3.93 2.17 0. 8·6 0.19 -1.28 7.49 5 3.93 2.17 0.86 0~19 . 0 .44 3.16 -----------------------------------.----------------------------------------29 31-165 1 3.93 2.17 0.86 0.19 0.44 3.16 2 3.93 2.17 0.86 0.19 2.17 -1.18 3 3.93 2.17 0.86 0.19 3.90 -5.52 4 3.93 2.17 0.86 0.19 5.63 -9.85 5 3.93 2.17 0.$6 O.i9 7.35 -14.19 ----------. ----------·------------------------------------------------ 276 285-286 1 4.34 o.66 -0.8$ -0.16 1.17 0.83 2 4.34 0.06 -b.85 -0.19 1.06 0.82 3 4.34 0 .-06 -o .as· -0:16 0.95 0.81 4 4.34 0.06 -0.85 -0.16 0.84 0.81 5 4.34 0.06 -0.85 -0.16 0.73 0.80 379 389·-390 1 2.30 -0.17 -0.84 1.33 1.15 -2.89 2 2.30 -0.17 -0.84 1.33 1.09 -2.88 3 2.30 -0.17 -0.84 1. 33 1.04 -2.87 4 2.30 -0.17 -0.84 1.33 0.98 -2.86 5 2.30 -0;17 -0.84 1.33 0.92 -2.84 ---------------------------------------------------------------------------- 12 10-23 1 7.59 3.58 -0.82 ·0.15 5.32 28.01 .2 7.59 3· .58 -0.82 0.15 3.68 20.86 3 7.59 3.58 -0.82 0.15 2.04 13.70 4 7.59 3.58 -0.82 0.15 0.41 6.54 5 7.59 3.58 -·0. 82 0.15 -1.23 -0.62 ----------------------------.------------------------------------------- 13 23-386 1 7 .. 59 3.58 --0.82 0.15 -1.23 -0.62 2 7.59 3.58 -0.82 0.15 -2.86 -7.78 3 7.59 3.58 -0.82 o.1s· -4.49 -14.93 4 7.59 3.58 -0.82 0.15 -6.13 -22.09 5 7.59 3.58 -0.82 0.15 -7.76 -29.25 ---------------------------------------------------· ------------------------380 390-391 1 2.31 -0.17 -0.81 1.38 0.92 -2.82 2 2.3;1. -0.17 ,.,.o. 81 1.38 0.87 -2.81 3 2.31 -0.17 -0.81 1.38 0.81 -2.80 4 2.31 -0.17 -0.81 1.38 0.76 -2.79 5 2.31 -0.17 -0.81 1.38 0.70 -2.78 ---------------------------------------------------------------------------10 9-22 1 3.80 2.36 -0.81 0.14 5.29 21.44 2 3.80 2.36 -0.81 0.14 3.68 16.72 I I I I I I I I I I I I I I I I I I I RISA-3b (R) Version 3.0 Martin & Dunn Job: 960240 Pq.ge: 3 7 &-1~8 Date: 3/06/98 File: BIGSHOPl 7801 Mission Center Ct., #400 San Diego, CA 921·08 LEGOLAND CARLSBAD .,. B-EGINNING EAST COMPLEX RETAIL AREA [Ah :0A,t-. ~NU/& } ---------------< Member Section Forces, LC 6 : bL + 3RwE/8 >=============== 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--- 36 45-46 1 o.09 o.89 -0.02_ 2.76 ·-0.05 8.92 2 0.09 0.89 -0.02 2.7~ -0.05 8.81 3 0.09 0.89 -0.02 2.76 -0.06 8.6~ 4 0.09 0.89 -0.02 2.76 -0.06 8.57 5 0.09 0.89 -0.02 2.76 -0.06 8.45 -------------------------------------------------------------------------------37 46.,. 47 1 2 3 4 5 0.09 0;09 0 .. 09 0.09 0.09 0.89 0.89 0.89 0.89 0.89 -0.01 -0.01 --0. 01 -0.01 -0.01 2.62 2.62 2.62 2.62 2.62 :. 0. 06 -0.06 -0.06 -0.06 -0.07 8.50 8.38 8.27 8.15 8.03 ----------------------------------------------------------------------- 38 47-48 1 2 3 4 5 0.09 0.09 0.09 O. 09 0.09 0.8'9 0.89 0.89 0.89 0.89 -0.01 -0.01 -0.01 -0~01 -0.01 2.46 2.46 2.46 2 .4.6 2.46 -·o .01 -0.07 -0.07 -0.07 -0.07 8.08 7.96 7.85 7.73 7.61 ------------------------------------------------------------, --------------- 39 48-49 1 2 3 4 5 0.09 0.09 0.09 0.09 0.09 0 .8·9 0.89 0.89 0.89 .0.89 -0.01 -0.01 -0.01 -·o. 01 -o.or 2.34 2.34 2.34 2.34 2.34 -0.07 -0.07 -0.08 -0.08 .,.o. 08 7.65 7.54 7.42 7.30 7.18 ----------------------------------------------------------------------------414 424-425 1 2.37 0.17 -0.63 2.24 0.11 0.04 2 2.37 0.17 -0.63 2.24 0.06 0.03 3 2.37 0.17 -0.63 2.24 0.02 0.02 4 2.37 0.17 -0.63 2.24 -0.02 0.01 5 2.37 0.17 -0.63 2.24 -0.06 0.00 -------------------------------------------------------------------------415 425-426 1 2.36 0.17 -0.67 2.24 -0.06 -0.04 2 2.36 0.17 -0.67 2.24 -0.11 -0.05 3 2.36 0.17 -0.67 2.24 -0.16 -0.06 4 2.36 0.17 -0.67 2.24 -0.20 -0.07 5 2.36 0.17 -0.67 2.24 -0.25 -0.08 ------------------------------------------------------------------------413 423-424 1 2.38 0.17 -0.58 2.24 0.26 0.14 2 2.38 0.17 -0 .. 58 2.24 0.23 0.13 3 2.38 0.17 -0.58 2.24 0.19 0.12 4 2.3-~ 0.17 ,:-·O. 58 2.24 0.15 0.10 5 2.38 0.17 -0.58 2.24 0.11 0.09 ----------------------------------------------------------------------------412 422-423 1 2.39 0.17 -0.55 2.24 0.41 0.22 2 2.39 O.l.7 -Q.55 2.24 0.38 0.21 3 2.39 O.i7 -0.55 2.24 0.34 0.20 4 2.39 0.17 -0.55 2.24 0.30 0.18 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARtsaAD -BEGINNJNG EAST COMPLEX RETAIL AREA Job: 960240 Page: 38 vf'?1 Date: 3/06/98 File: BIGSHOP1 . ' • ===============< Member Section Forces, LC 6 : DL + 3RwE/8 >--------------- 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--- 5 2.39 0.17 -0.55 2.24 0.26 0.17 -. ----------------------------------------------------------------------------411 421-422 1 ' 2 3 4 5 2.40 2.40 2.40 2.40 2.40 0.17 0.17 0.17 0.17 0.17 -0.50 -0 .50 --0. 50 -0.50 -0. 5-0 2.24 2.24 2.24 2.24 2.24 0.55 0.52 0.48 0.45 -0. 41 0.31 0.30 0.28 0.27 0.26 ---------------------------------------------------------------------------- 410 420-421 1 2.40 0.17 -0.46 2.23 0.67 0.40 2 2.40 0.17 -0.46 2.23 0.64 0.38 3 2.40 0.17 -0.46 2.23 0.61 0.37 4 2.40 0.17 -0.46 2.23 0.58 0.36 5 2.40 0.17 -0.46 2.23 0.55 0.35 ---------------------------------------------------------------------- 409 419-420 1 2.41 0.17 -0.42 2.22 0.79 0.48 2 2.41 0.17 -0.42 2.22 0.76 0.46 3 2.41 0.17 -0.42 2.22 0.13 0.45 4 2.41 0 .-17 -0 .42 · 2.22 0.70 0.44 5 2.41 0.17 ·-0 .42 2.22 0.67 0.43 --------------------------------------------------------------------·--------40 49-50 1 0.09 0.89 -0.01 2.22 -0.08 7.22 2 0.09 0.89 -0.01 2.22 -0.08 7.11 3 0.09 0.89 -0.01 2.22 -0.08 6.99 4 0.09 0. 8:9 .,.o .01 2.22 -0.08 6.87 5 0.09 0.89 -0.01 2.22 -0.08 6.75 -------------------·-----------------------------------------------------408 418-419 1 2.42 0.17 -0.38 2.22 0.89 0.56 2 2.42 0.17 -0.38 2.22 0.87 0.55 3 2.42 0.17 -0.38 2.22 0.84 0.54 4 2.42 ·O .17· -o_.38 2.22 0.82 0.53 5 2.42 0.17 -0.38 2 . .22 0.79 0 .52· -----------------------------------------------------------------------------407 417-418 1 2.43 ,o .17 -0.34 2.20 0.98 0.65 2 2.43 0.17 --0.34 2.20 0.96 0.64 3 2.43 0 .1, 7 ..:o .34 2.20 0.94 0.63 4 2.43 0.17 -0.34 2.26 0.92 0.62 5 2.43 0.17 -0.34 2.20 0.89 0.60 ----------------------· ------·--------------------------------------------406 416-417 1 2.43 0.17 -0 .29 2.19 1.06 0.74 2 2.43 0.17 -0.29 2.19 1.04 0.73 3 2 .4'.3 0.17 -0.29 2.19 i.02 0.72 4 2.43 0.17 -0.29 2.19 1.00 0.71 5 2.43 0.17 ... o. :29 2.19 0.98 0.69 ----------------------------------------------------------------------------405 415-416 1 2.44 0.17 --0.25 ·2.18 1.13 0.82 2 4.44 0.17 -0.25 2.18 1.11 0.81 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Vers·ion 3. 0 Martin & Dun~ 7801 Mission Center Ct., #400 San Diego, CA 92108 Job: 960240 Page: 42 Cl 40 Date: 3/0.6/98 . . _ ff l a · BIGSHOPJ LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA ---------------< .Member Section Forcesi LC 6 : DL + 3RwE/8 >=============== 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--- 21 27-225 1 12.73 2.97 -0.95 0.09 -2.89 1.36 2 12.73 2.97 -0.95 0.09 -4.80 -4.59 3 12.73 2.97 -0.95 0.09 -6.71, -10.53 4 12.73 2.97 -0.95 0.09 -8.62 -16.48 5 12.73 2.97 -0.95 0.09 -10.52 -22.42 ------------------------------------------------------------.---------- 27 30-105 1 4.74 3.41 1.11 0.17 1.56 0.47 2 4.74 3.41 1.i1 0.17 3.77 -6.36 3 4.74 3.41 1.11 0.17 5.9.S -13.18 4 4.74 3.41 1.11 0.17 8.19 -20.01 5 4.74 3.41 1.11 0.17 10.40 -26.83 ------------------------------------------------------------------------- 13 23-386 1 7.59 3.58 -0.82 0.15 -"1.23 -0.62 2 7.59 3.58 -0.82 0.15 -2.86 -7.78 3 7 ,5·9 3.58 -o-.s2 0.15 -4.49 -14.93 4 7.~9 3 .58 -0.82 0.15 -6.13 -22.09 5 7.59 3 .58 -0. 8'2 0.15 -7.76 -29.25 ----------------------------------------------------------------------------11 22-332 1 3.80 2 .36· -0.80 0.14 -1.15 2.57 2 3.80 2.36 -0.80 0.14 -2.76 -2.16 3 3.80 2.36 -0.80 0-.14 -4.37 -6.88 4 3.80 2.36 -.0. 80 0.14 -5.98 -11.60 5 3.80 2.36 -0.80 0.14 -7.59 -16.32 ------------------· -------. --~ -------------: -' ---------------------------------- 29 31-165 1 3.93 2.17 0. 8·6 0.19 0.44 3.16 2 3.93 2 .. 17 0. 8:6 0.19 2.17 -1.18 3 3.93 2.17 0. 8.6 0.19 3.90 -5.52 4 3.93 2.17 0.86 0.19 5.63 -9.85 5 3.93 2.17 0.86 0.19 7.35 -14.19 -------------------------------------------------------------------------26 17-30 i 4.74 3.41· 1.11 0.17 -7.29 27.77 2 4.74 3.41 1.11· 0.17 -5.08 20.95 3 4.74 3.41 i.11 0.17 -2.86 14.12 4 4.74 3.41 1.1.1 0.17 -0.65 7.30 5 4. 74 3.41 1.11 0.17 1.56 0.47 ----------------------------------------------·---------------------------23 28-45 1 0.55 2.35 -0.59 0.23 -2.23 3.33 2 0.55 2.3.5 -0.59 0.23 -3.41 -1.37 3 0.55 2.35 -0.59 0.23 -4.58 -6.06 4 0.55 2.35 -::0. 59 0.23 -5. 75. -10.75 5 0.55 2.35 -0.59 0.23 -6.93 -15.45 ---------------------------------------------------------------------- 28 18-31 1 3.93 2.17 0.86 O.l9 -6.47 20.50 2 3.93 2.17. 0.86 0.19 -4.74 16.16 3 3.93 2.17 0.86 0.19 -3.01 11. 83 4 3.93 2.17 0.86 0.19 -1.28 7.49 I I I I I I I I I I I I I I I I I I I RISA-3D (R) Ver.sion 3. 0 Martin & Dunn 7801 Mission center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMl?LEX RETAIL AREA . . Job: 960240 Page: 43 ? l-4-'I Date: 3/06/98 File: BIGSHOPl ----------~----< Member Section Forces, LC 6 : DL + 3RwE/8 >--------------- 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--- 5 3.93 2.17 0.86 0.19 0.44 3.16 ------------------------------------------------------------------------ 35 34-466.1 2 3 4 5 -1.89 -1.89 -1.89 -1.89 -1.89 1.05 ·1. 05 1.0:5 1.05 1.05 0.37 0.37 0.37 0.37 0~37 0.00 0.00 0.00 0.00 0.00 2.96 3.70 4.44 5.18 ·5_92 -8.42 -10.53 -12.64 -14.75 -16.86 ----------------------------------------------------------------------------12 10-23 i 7.59 3.58 -0.82 0.15 5.32 28.01 2 7.S9 3.58 -0~82 0.15 3.68 20.86 3 7.59 ~.58 -0.82 0.15 2.04 13.70 4 7.59 3.58 -0.82 0.15 0.41 6.54 5 7.59 3.58 -0.82 0.15 -1.23 -0.62 10 9-22 1 3.80 2.36 -o·. 81 0.14 5.29 21.44 2 3.80 2.36 -0.81 0.14 3.68 16.72 3 3.80 2.36 -0.81 0.14 2.07 12.00 4 3.80 2.36 -0.81 0.14 0.46 7.28 5 3.80 2.36 -0.81 0.14 -1.15 2.57 ----------------------------------------------------------------------------20 14-27 1 12.73 2.97 "-,0 .96 0.09 4.77 25.13 2 12.73 2.97 -0.96 0.09 2.85 19.19 3 12.73 . 2. 97 '-0.96 0.09 0.94 13.24 4 12.73 2.97 -0.96 0.09 -0.98 7.30 5 12.73 2.97 -0.96 0.09 -2.89 1.36 ----------------------·-------·-------------------------------------- I I I I I I I I I I I I I I I I I I I RISA-30 (R) Version 3. 0 Martin & Dunn Job: 960240 Page: 44 ?14-"v Date: 3/06/98 File: BIGSHOPl 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA ,+,-,,«ak If "'1,M/-a-, -------~-------< Member Section Forces, LC 6 : DL + 3RwE/8 >=============== 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--- 13 23 - 3 8 6 1 7 • 5 9 3 . 5 8 - 0 . 8 2 0 . 15 -1 . 2 3 - - 0 . 6 2 2 7.59 3,58 -0.82 0.15 -2.86 -7.78 3 7.59 3.58 -0.82 0.15 -4.49 -14.93 4 7.59 3.58 -Q.82 0.15 -6.13 -22.09 5 7.59 3.58 -0482 0.15 -7.76 -29.25 --------------------------------------------------------------------------2.4 16-29 1 11.96 3.66 ,p ~-47 0.17 ·-3 .54 29.04 2 11. 96 · 3.66 0',:47 0.17 -2.61 21.72 3 11.96 3.66 OA7 0.17 -1.67 14.39 4 11.96 3.66 0:47 0.17 -0.74 7.07 5 11.96 3.66 0.47 0.17 0.20 -0.25 ---------------------· -----------~------------------------------------~----12 10-23 1 7.59 3.58 .-0.82 0.15 5.32 28.01 2 7.59 3.58 -0. 8,2 0 ."15 3.68 20.86 3 7.59 3.58 -0.82 0.15 2.04 13.70 4 7 .5-9 3.58 -0.82 0.15 0.41 6.54 5 7.59 3.58 -0.82 0.15 -1.23 -0.62 -------------------------.-------------------------------------------------25 29-75 1 2 3 4 5 12.02 12.02 12.02 12.02 12 .0-2 3.45 3.45 3.45 3.45 3.45 0.47 0.47 0.47 0.47 0.47 0.17 0.17 0.17 0.17 0.17 0.20 1.13 2.06 3.00 3.93 -0-. 25 -7.16 -14.07 -20.98 -27.89 ---------------------------------------------------------------------------26 17-30 1 4.74 3.41 1.11 0.17 -7.29 27.77 2 4.74 3.41 1.11 0.17 -5.08 20.95 3 4.74 J.. 4:1, 1.11 0.17 -2.86 14.12 4 4.74 3.41 1.11 0.17 -0.65 7.30 5 4.74 3.41 1.11 0.17 1.56 0.47 -----------------------------~-------------------------------------------19 26-252 1 5.54 3.43 -0.21 0.41 -0.42 -0.04 2 5.54 3.43 -0.21 0.41 -0.83 -6.90 .3 5.54 3.43 -0.21 0.41 -1.24 -13.76 4 5.54 3.43 -0.21 0.41 -1.66 -20.62 5 5.54 3.43 -0.21 0.41 -2.07 -27.48 ------------------------------------------------------------------------- 18 13-26 1 5.54 3.43 -0 .2:1,. 0.41 1.24 27.39 2 5.54 :,L43 -0.21 0.41 0.83 20.53 3 5.54 ·3 .43 -0.21 0.41 0.41 13.67 4 5.54 3.43 -0.21 0.41 o. o·o 6.82 5 5.54 3.43 -0.21 0.41 -0.42 -0.04 -------------------------------------------------------------------·-------27 30-105 1 2 3 4 4.74 4.74 4.74 4.74 3.41 3.41 3.41 3.41 1.11 1.11 1.11 1.11 0.17 0.17 0.17 0.17 1.56 3.77 5.98 8.19 0.47 -6.36 -13.18 -20.01 .1 I I I I I I I I I I I I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGI!fflING EAST COMPLEX RETAIL AREA Job : 960249t--z. Page: 45 uh;.,- Date: 3/06/98 File: BIGSHOPl ===============< Member Section Forces, LC 6: DL + 3RwE/8 > ________ ....; _____ _ Member Joints Shear Shear Moment Moment I J Sec Axiai y-y z--z Torque y-y z-z -----------. -------· --K--------K--------K----·--I<;-.f.t------K-ft-------K-ft--- 5 4.74 . 3.41 1.11 0~17 10.40 -26.83. --------------------·----------------------------------------------------16 12-25 1 9.14 3.22 0.23 0.27 -0.56 26.23 2 9.14 3.22 0.23 0.27 -0.09 19.79 3 9.14 ·3.22 0.23 0.27 0.37 13.35 4 9.14 3.22 0.23 0.27 0.84 6.91 5 9.14 3.22 0.23 0.27 1.31 0.47 ----------------------------------------------------------------------------17 25-283 1 9.14 3.22 0.23 0.27 1.31 0.47 2 9.14 3.22 0.23 0.27 1.77 -5.98 3 9.14 3.22 0.23 0.27 2.24 -12.42 4 ·9.14 3.22 0.23 0.27 2.70 -18.86 5 9.14 3;22 0.23 0.27 3.17 -25.30 ------------------------------------------------------------------------· 20 14-27 1 12.73 2.97 -0.96 0.09 4.77 25.13 2 12.73 2.97 ..aQ .96: 0.09 2.85 19.19 3 12.73 2.97 -0.96 0.09 0.94 13.24 4 12. 7"3 2.97 -0.96 0.09 -0.98 7.30 5 12.73 2.97 -0. 9,6 0.09 -2.89 1.36 -----------------------------------·-------~-------------------------------- 14 11-24 1 3.94 2.98 0.24 -0.32 -0.38 24.96 2 -3~94 2.98 0.24 -0.32 0.10 i8.99 3 3.94 2.98 0.24 -0.32 0.58 13.03 4 3.94 2.98 0.24 ,-o.32 1.06 7.06 5 3.94 2.98 0.24 -0.32 1.54 1.10 456 37-38 1 -11.07 1.78 0.00 0.00 0 .o.o 0.00 2 -11.07 1. 78 0.00 0.00 0.00 -5.89 3 --11.07 1.78 0 .o:o 0.00 0.00 -11.79 4 -11.07 1.78 0.00 0 .·00 0.00 -17.68 5 -11.07 1.78 0.00 0.00 0.01 -23.57 ---------------------------------------.------------------------------------15 24-426 1 3.94 2.98' 0.24 -0.32 1.54 1.10 2 3.94 2 .9'8 0.24 -0.32 2.02 -4.87 3 3.94 2.98 0.24 -0.32 2.50 -10.84 4 3.94 2.98 0.24 -0.32 2.98 -16.80 5 3.94 .2. 98 0.24 -0.32 3.46 -22.77 ----------------------------------------------4----------------------------- 8 21 35-36 1 2 3 4 5 27-225 1 2 12.94 12.94 12.94 12.94 12.94 12.73 12.73 1.41 1.41 1.41 1.41 1.41 2.97 2.97 0.14 0:14 0.14 0.14 0.14- -0.95 -o .95 0.00 0.00 0.00 0.00 0.00 0.09 0.09 1.17 1.46 1.75 2.04 2.33 -2.89 -4.80 -11.38 -14.19 -17.00 -19.81 -22.63 1.36 -4.59 I I I I I I I, I I I I I 1. I ] ,. J RISA-3D-(R) Version 3. 0 Martin & Dunn 7801 Mission Center Ct., #400 ·:. San. Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240A.A.,. Page: 46 Cl'1''1' Date: 3/06/98 File: BIGSHOPl -----------:------=:; Member Section Forces, LC 6 : DL + 3RwE/8 >=============== 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--- 3 12.73 2.97 -0.95 0.09 -6.71 ·-10.53 4 12~73 2.97 -0.95 0.09 -8.62 -16.48 5 12.73 2_g7 -0.95 0.09 -10.52 -22.42 ----------------------------------------------------------------------------22 15-28 1 0.55 2.35 -0.59 0.23 2.46 22.10 2 0.55 2.35 -0.59 0.23 1.29 17.41 3 0.55 2.35 -0.59 0.23 - 0 .11 12.72 4 0.55 2.35 -0.59 0.23 -1.06 8.02 5 0.55 2.35 -0.59 0.23 -2.23 3.33 ---------------------.-----------------------------------------------------32 20-33 1 3 .21 2.62 0.01 0.07 -1.53 22.06 2 3.21 2.62 0.01 0.07 -1.52 16.81 3 3.21 2.62 0.01 0.07 -1.50 11.57 4 3.21 2.62 0.01 0.07 -1.49 6.32 5 3.21 2.62 0. 01 0.07 -1.48 1.08 -------------------------------------------------------------------------10 9-22 1 3.80 2 .36 -0.81 0.14 5.29 21.44 2 3 .·80 2.36 -0.81 0.14 3.68 16.72 3 3.80 2.36 -0.81 0.14 2.07 12.00 4 3. 8'0 2.36 -0.81 0.14 0.46 7.28 5 3.80 2.36 -0.81 0.14 -1.15 2.57,"'----------------------~-----------------------------------------------------30 19-32 1 2.63 2.27 -0.04 0.15 -1.62 20.54 2 2.63 2.27 -0.04 0.15 -1.70 16.01 .3 2.63 2.27 -0.04 0.15 -1.77 11.48 4 2,63 2.27 -0.04 0.15 -1.85 6.95 5 2.63 2.27 -0.04 0.15 -1.92 2.41 ---------------------------------------------------------------------- 28 18-31 1 3.93 2.17 0.86 0.19 -6.47 20 ."50 2 3.93 2.17 0.86 0.19 -4.74 16.16 3 3.93 2.17 0.86 0.19 -3.01 11.83 4 3.93 2.17 0.86 0.19 -1.28 7.49 5 3.93 2.J,,7 0.86 0.19 0.44 3.16 -------------------------------------------------------------------------33 33-465 1 .2 3 4 5 3.21 . 3 .21 3.21 3 .21 · 3.21 2.62 2.62 2.62 2.62 -2 .-62 0.01 0.01 0.01 O. 01 0.01 0.07 ·O. 07 0.07 0.07 0.07 -1.48 -1.47 -1.45 -1.44 -1.43 1.08 -4.17 -9.41 j -14.66 -19.90 . -----------------~ -. ----. : --' -----·------· .. ---------------------------------- 35 34-466 1 2 3 4 5 -1.89 -1.89 -1.89 -1.8.9 -1.89 1.QS 1.05 1.05 1.05 1.05 0.37 0 .·37 0.37 0. 37 . 0 .37 0.00 0.00 0.00 0.00 0.00 2.96 3.70 4.44 5.18 5.92 -8.42 -i0.53 -12.64 -:J..4. 75 -16.86 ------------------------------------------------------------------------ I I I I I I I I I I I I I I I I ARL-'BAD DETAIL BOOK 03 DECEMBER 19·97 • FINAL SET ijl STUDIO~ I II Hellmuth Obata+ I Kassabaum, Inc. ... 0 > u BEGINNING CASTLE HILL IMAGINATION PARKWIDE I I I I I I I I I I I I I I I I I I I· BEGINNING DETAILS 03 DECEMBER 1997 -FINAL SET • sruo,og II Hellmuth A Obata+ · · Kassabaum, Inc. . l&I a ::, ..I 0 > BEGINNING I I I I I I I I I I I I I I I I E ~ :;; ;;. . I $ ~ ~ li! ;l I ! 0 l I ...I .EXTERIOR INSULATION FINISH 'SYSTEM (EIFS), PAINT,f;D (P-55) ~------1/2" PL Y~OOD SHEATHIN6 ~---6" METAL STUD HALLO~ METAL FRAME I EXTENDED GYF.Bp. INTO FRAME 5/8" MIN. I r~-----5/8" GYP. BD. METAL STUDS HALLOW MET AL DOOR JAMB @ SCALE. SCALE .i 1' • 'f-0' llawlllom Clunar: :J ca STUD/DE B LEGOL D Obata+ B-505 Component: 218 GARL-'BAP Ill Hellmuth _ Kaa1ahaum, Inc. ·--t· -DmllNurnbw 100 IDI 00 I I I I I I I I I I I 1· I I I I I I I SOFFIT LINE (ASOVE) DRIP LINE B-505 .4_ I I 3/8" FRP ~/ SHIM, PAINTED (P-55) " I -----2----------------------------------------------------- ~ELDED 4" 5" -3 -1 '-/ 4_"_ ---H"~-r:.t,---+--1----~----lo SEALANT ~/ BAGKER R METAL STUDS 5 5/8" · -7 5/8"~ I I -----i'-4" ELECTRIC SECURITY ROLL-UP COLUMN1 PL.AN DETAIL -SCALE. NOT TO SCALE Ill LEGOLAND -STUDID5 B 216 00 GARL~BAD II Hellmuth Obata+ . Ka11ahaum, Inc. l..-1: /f ·. 0 • DatallNumber 101 SOFFIT LINE (ABOVE) DRIP LINE B-505 4 11 X4 11 STRUCT. COLUJv!N 3/8 11 FRP V'{/ SHIM, PAINTED (P-55) BENT PLATE ---2"-------------------------------------,, ' ' 5" -r------~71fjzzzlzi~ ',, ' ' V'{ELDED 4" 5" 13 1/4" -___ !_ ELECTRICAL - SECURITY ROLL-UP DOOR tv!ETAL STUDS 5 5/8" --7 5/8"~ I I ELECTRICAL ----1 '-4" --:::--:=--=---:-,=-.-=::-,-----,.V: SECURITY ROLL-UP DOO COLUMN: PLAN DETAIL •1 LEGOLAND GARL-'BAD SCALE, NOT TO ICAU QI STUDIO§ II Hellmuth Obata+ Ku1abaum, Inc. laued: / • 0 • Cluner: Component: IDI B 216 00 o.tall NumNr 102 I I I I I I I I I I I I I I I I I I I I I I I I 1· I I I I I I I I I I I I I ~ I in NOTE : VERIFY R.ADILJ5, DIMS c$ LOCATION OF TR.AC.KS V'l/ MFG. R.=l'-10" I I I w 2'-1 5/8" POCKET DET AILCWEST COMPLEX> LEGOLIJD C.ARL.38AD . ICALL NO ~CAL! ta STUDID5 II Helhnu~ Obata+ Ku1ahaum, Inc. B 000 ,..,. Detail Null'INf' 103 IDI 00 NOTE : VERIFY RADIUS, DIMS .$ LOCATION OF TRAC.KS ~/ "'1F6. POCKET DETAIL (EAST ., LEGOLAND C.ARL~BAO ICALL NO ICALE ~ STUDIO§ II Hellmuth Obata+ Ka11abaum, Inc, CluRllr: Component: IDI B 000 00 Dm!INUIIINI' 104 l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I . . . . . -.--, . , ------------------ --:------.. ---r7-. ------ - - -- --·-- - - - -. . . . 1T I I I I I L.l.l.l_ I I · ·sTRUG1. I I .STEEL TUBE I HEADER I I I I I STRUGT. · I I .STEEL TUBE I I I ?LOT FOR· rRAGK, I STAGKIN.G DOORS I (BEHIND) .. I I STACKING DOORS I (BEHIND) I I DOOR ~ .DOOR FRAME, I . FAINTEQ '(F-55) I I I ·~EIF5, I I I I I \ I I I I I I I I I I f-TTT4 . · l . 1 NOTE : VERIFY RADIUS, DIMS 4 l 1 LOCATION OF TAAGK5 VATION ~/.MFG. . ELE ... . ICAI.Ea ·114•1f-o• FAINT.ED (F-5?) Rawlllonl Clulter: ~tent: ID: '1 ~ STUDIO§ . B 000 ·OO LEGOLA D .Hellmuth Obata+ 105 GARL--'BAD Kaesabaum, Inc. ININIII: /~ •O .• 1 Dlltllll NulllNI' ~ \ ,~ NOTE: ALL TU6E5 CAPPED. ALL ~LD5 CONT. TYP. 4" METAL STUDS ----+-+t---- 1/2" GYP. SHEATHING __ ..,_, 1/8" CEMENT PLASTER,--- PAINTED (P-55) (FRONT) STEEL TUBE -----. STEEL TUBE --~ SUPPORTS, PRIMED PAINTED (P-55) SEE STRUCTURAL DY"IG'S ~ ROOF PLAN FOR LOCATIONS SHEET METAL FLASHING, PAINTED (P-55) CONTINUOUS SEALANT BEAD ROOF MEM6RANE FLASHING ,· 1 ··i1 .. I .. , ·,-i: ... :• 2x ~OOD BLOCKING @ SCREEN Y"IALL SUPPORTS -'EL.+6'-0" FROM PARAPET ELEVATION SHEET METAL FLASHING PAINTED (P-55) CORRUGATED FIBER GLASS PANEL (P-55) (BAC.K SIDE OF MECHANIC.AL EQUIPMENT) TUBE COLLAR FLASHING Y-1/ FASTENING RING SAME AS PARAPET ELEVATION Y"IOOD 6LOCKING ROOF FRAMING SEE STRUC.T. D~G'S Y-1/ BATT INSULATION (R-ICi @ ROOF) STEEL BASE PLATE, ANCHOR TO V'!QOD BLOCKING SCREEN WALL Ill LEGOLAND CARL~BAD ICALEa ICAL! , 1 112• • 1'-0" ~ STUDI05 II Hellmuth Ohatu+ K11ss11h11um, Inc. Revisions Issued: Cluster: Component: B 216 Detail Number 300 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PARTITION V'ilDTH ---~-EXTERIOR INSULATION FINISH_ SYSTEM. (EIFS) ~-BATT INSULATION R-11 --~~..-,;;.---J1~-----,!,,.,,- -N OUTSIDE $/8" TYPE 1X 1 cSYP. 8D. V'i/ FIN. AS SCHEDULED ----SHEET MET. FLASHINcS V'i/ DRIP EDcSE -PAINT TO MATCH FRAME EXTEND GYP. BD. INTO FRAME 5/8" MIN METAL STUDS ....,...._----HOLLOY'< METAL FRAME '-----DOOR INSIDE EXT. HALLOW METAL __ DOOR FRAME @ ICM£ I"• f-0' JJ -STUDIO§ .,...... Clultar: Compolient: B 00 LEGOL D .Hellmuth Obata+ 301 C.ARL-'BAD K.u1ahaum, Inc. 1-..d:/,Z. DatallNumlNr , . h· ID: 00 :. :. ~ ·· ... .. ' ·' .. ,: ·. :--... --. ' . :'· ·.<.< . . ·.,; ·.'. ·, OUTSIDE ------1/811 CEMENT PLASTER, PAINTED (P-55) ..,.----811 C.M.U. V'-iALL ~--1/811 HAT CHANNEL ~--5/811 GYP. BD. ,----- 11Z 1 TYPE GUIDE - '-r,,_._____,_t,t;---..,.,____---...,.,_. ~ \I) z -:c Z1-WD ()___ ()~ 4 1/2 11 I I I -~ rn rn "--rn ~ ~-ROLL-UP DOOR C B-910 ) INSIDE ROLL-UP DOOR JAMB ICAU. 1•"1'-0• . Ill LEGOLAND, GARL.3BAP ~ STUDI05 II Hellmuth · Obata+ Kaa1a,baum, Inc. 1..,_ /'L . {)'. B 000 IDt 00 DetallNuniw 302 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5/8" GYP. BD. ~~~11--11---I /2 11 PL YY'IOOD SHEATHING ~~~--=-=-__,,,,;--1Ht--· EI FS, PAINTED (P-55) ~---.,....----++~IIH--------tt-tt--STEEL RING PAINTED (P-26) ------11-11--6 II tv!ET AL STUD '--------'---41-+1--BOLTED TO tv!ET AL STUD VERTICAL TOPIARY SYSTEM SCAI.Ea' a•a1'-o• :J ltevlllonl Clutter: Component: ID: QI! mrng B 000 00 LEGOL D II Hellmuth Obata+ · 303 GARL-'B A D Kassabaum; Inc, Deal! Number I J Ii ' " I'-~ J --I , ~ ---N r---.... ~ -...... Jv!ETAL P PAINTED Jv!ETAL S ANEL, (P-55) TUDS 5/8" GY P. SD. 12 3/4" DIA. STEEL C OLUJv!N, (P-55) PAINTED SACKER HALLO~ PAINTED ROD 4 SEALANT Jv!ET AL FRAJv!E, (P-55) FIXED C. LEAR LAMINATED GL-2) GLASS ( Jv!ETAL P ANEL, (P-55) PAINTED STEEL TU BE, UCT. SEE STR 5/4" PLY ~OOD (LOOSE) STEEL ANGLE RUCT. SEE ST HEAD & SILL DETAIL ICALl!a 3•1 1•-0• I I I I I I I I I I I I I I I I 1-------.-----,---------:-:---,-----:::--:-----=--~=------i I ~!~'?~~ I? ; ~i~--1----+---+--~-B-,~-UIIINl'_eo._2_1_;_0_4_~~-o___, I I I I I I I I I I I .I I I I I I I I I I .-~ ,l ! ~ ~ ~ g ~ ! a HOUSING ABOVE ROLL-UP GRILLE' (MANUAL) 4 11X4 11 METAL TUBE SEC, TION DET. 5/8 11 ~R. GYP. BD. GERAMIC, TILE ( B-301 ) ....,....1 I f'=~===-oiiiiii~~~:3· =:!. ' :s:.' ·m"'.;. =:. ·=· '===t: ·. ':: ----------+--------~ : I ,== . . I I ---------r--- 1 l==--==---!!!!!!l!!!!!!!!l~;,:;i.::~-----~,-~.:. "'."'-· .. ~-. -,1 I I ~, X <( L T --------------------------------- JAMB @ SECURITY GRILLE SCALE, SCALE , 1,,. • 1•-0• .. -·,, ....._, Ckmler: c~ . QI STUDI05 00 '1 B LEGOLA D IIIJellmuth Obata+ 305 G A R L --' B A 'D . Kassabaum, Inc. laued: DetallNumber ID: 00 ~,---------1---i--STEEL RODS, · PAINTED (P-26) -dJ I rn _,-t----;----i---s TEEL RINGS I -;;t-c::;:::::::::;:==:;:=~*=1 ----t---~ I -dJ I rn r- PAINTED (P-26) EL :.0'-011 VERTICAL TOPIARY SYSTEM . Ill LEGOLDID GARL.3BA'P SCALE, 1'•1'•0• -STUDID5 II Hellmuth Obata+ Kassabaum, Inc. Clumr: Componant: IDt B 000 00 306 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·16" t 8'-0" HEIGHT Ct_ I METAL STUD WALL PULL-DOWN PLATE CEILING HEIGHT 1-------r--SOFFIT LINE BEYOND 9'-o" HEIGHT ----+--SECURITY ROLL-UP DOOR NE OP RENE --t-----.. FLOOR SEAL. "SECTION THRU-OPENING" --- SECTION= ·ROLL-UP DOOR SCALE, NOT TO SCALE Revisions Cluster: Component: ~ STUDI05 B 218 ' LEGOLA D II Hellmuth Ohata+ 307 C. A R L .., B A D Kassabaum, lne. Detail Number ID: 00 r----------------,' CLIP------~ ' Rflll~ED METAL PA!-J f?E:::~ re·. t' -"" t--lore: TO PR.e\/eJJT UP· UFT!t-JG, ~IDe ~~~ DETAIL @ BULLNOSE LEGOLAID C. .A R L -' B A :D SCALE. 1 1/2••1'·0• ~·sruo10 5 1m1 Hrllm111h Revisions lllfi Ohata+ Kassahm1111, Inc, Issued: • (). • Cluster: B - I I I I I I I I I I I I I .,,1:.0 ARc11 I /, c.,'~ ,?-r. Rosi,<" ..... 't-l' f•\ I ""'w ---' ' • I ( : C-21753 : ) \\-:;. REN. 02-98 ~ . I .,,<'_ a<i:-' OF c;p.\..\~ --- Component: ID: I 218 00 Detail Number 308 I I I I I I I I I I I I I I I I- I I I I I + ~et:>--- M~ PAWl!LCc!UWc;;._ ~'f1:)T Nc1re~ -to~ UP-LJFTIU'd ~ ~TRUr~ -JiJ' EA. a..t:>q:= Rcx,f-(co1.... LI~ A •. ~) FROVJt:t:. Mr!TAL P.AJ.Jf:L ~ ~ .fF"a-1 ~ iO CE:ILI~. Mf.'rAL.~ca==- El-JDCAP ~ID 1UtULA11aJ 1 l'-s ,, I lt.rr~.) I 1 · I I I I I DETAIL @L BULLNOSE m1 ~ LEGOLAND C.ARL...SBAD SCAL"'E, 1 112••1-o• ~ STUDIOE ' J•._._,. - Revisions Cluster: Component: ID: B. 218 00 Detail Number 309 18" ___ ____,__ 30 3/4" 24" g" UPSET NEOPRENE FLOOR SEAL 16 3/4" 10'-o" HEIGHT "SECTION THRU-OPENING" - I I I I I I I I I I I I I I sio ARc11 . I * C-21753 * <JI "!' I ~ REN. 02-98 ~ / SECTION: ( ~c,'<~'f:.,~Y-. Ros«- 1?-«'~') ,>-(' '-<-I SECURITY ROLL-UP DOOR~~\,'~0 .- acALL NOT To ICALI! I LEGOLA,JD C.ARL~BA'D liK STUDIO§ Ill Hellmuth Obata + Kassabaum, Inc. Revisions Issued: /1. • o . , Cluster: Component: ID: B 216 00 I Detail Number 310 I I I I I I I I I I I I I I I I I I I I GRAPHIC SIGN, OFOI BOLT .! . ~ASHER, TYP. ~ELD Plf'E TO PLATE, PAINTED (P-26) IXI STEEL TUBE, PAINTED (P-26) l/4"X4" SQ. STEEL PLATE ~ELDED STEEL PIPE, PAINTED(P-26) 9/4" ~ELDED ~IRE MESH, PAINTED (P-2ei) 1/8" CEMENT PLASTER, PAINTED (P-55) 1/2" PLY~OD SHEATHING I 1/2" DIA O.D. STEEL SPACER PIPE METAL STUD 5/8" GYP.SD. DETAIL I GRAPHIC SIGN DETAIL ICALL NO ICAL! •• ~ ~ Cluar: eompo.-,t: IDI LEGOLJJD STUDIO§ B 000 00 II Hellmuth Obata+ 311 G A R L -' a· A D . Kaa1ahaum,Inc. ...... •f) ·Ill Daall ....... ~,./ ' I ,------6" METAL STUDS ,------1/2" PLYl"{OOD SHEATHING ,------i/B" CEMENT PLASTER, PAINTED(P-55) r-----I 1/2" CHANNEL SUPPORT .----STEEL SPACER PIPE l"{ELDED TO METAL PLATE, PAINTED (P-21::>) r===--I 1/2" STEEL SPACER PIPE AT THE END PANEL CONDITIONS, FINISH PER SPEC., PAINTED (P-21::>) SIGN, OFOI 1'---+--BOLT Y'I/ V-IASHER, TYP. CONNECTED METAL PLATE TO STEEL SPACER PIPE, FINISH PER SPEC., PAINTED (P-26) r----9/4" OPN., e, GA. V-IIRE MESH MODULR HUNG TRELLIS PANEL, FINISH PER SPEC., PAINTED (P-21::>) ,----1/4" THICK METAL PLATE SUPPORT FINISH PER SPEC., PAINTED (P-21::>) ,----BOLT 4 V-IASHER TYP. V-IELDED STEEL PLATE TO STEEL SPACER PIPE FINISH PER SPEC., PAINTED (P-21::>) '----1/B"XI" METAL PLATE V-IELDED TO V-IIRE MESH, FINISH PER SPEC., PAINTED (P-21::>) ~o ~o END PANEL 4" CONNECTION ELEVATION TYPICAL PANEL CONNECTION ELEVATION GREEN SCREEN DETAILS Ill LEGOLAND GARL-'BAP ICAI.!, 1 112•..,.-o• ai STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. IIMled: ID: B 291 00 312 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I VARIES SEE ELEVATIONS FOR DIMS. . --' Cf: I I SOLT J.Ai/ Jt-iASHER CONNECTS TO MET AL PLATE 4 STEEL PIPE FINISH PER SPEC., u) PAINTED (P-26) X 5 Ii I I C) lL IS) (l) -1/8"X I" METAL BOADER, w z FINISH PER SPEC.., O'.'.. () PAINTED (P-26) ~ ~ - w _J I I S/4" OPN., 6 GA. w w MESH MODULAR J.AiALL w HUNG TRELLIS PANEL, u) FINISH PER SPEC., PAINTED (P-26) I I Cf: t: t: * C-21753 * GREEN SCREEN PANEL PLAN •1 LEGOLAND GARL-'BAP ICA&.Ea 11.-•-,,-o• (a STUDI05 II Hellmuth Obata+ · Kasiabaum, Inc. Cluster. Component: ID: B 291 00 ~!Number 313 - SECTION Ill LEGOLAND CARL-'BAP 1/2" BULLET- PROOF GLAZING BEVEL GUT~ / ':» GLASS @ '----S~ _____ ____.\ 45 0 ~-s~,-------, L,.__ _______ _.\ "-........_ ___ 7 1011 PLAN TALK THROUGH ICALE, :,• I 1'-0" Cluster: Component: B 218 ID: 00 Detail Number 314 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '°"' + ' 8 ~il! .si i11 -.. <0;.,; <N - 36 ,az-,. ........... ,. .10/12/12.7 /_ . 20 \l~~ X. ::,0 _, cO FINISH FLooR SECTION FOR. ·SLIDING DOOR .• I LEGOLAND GARL-'BAD ecAU. NOT TO ICAU la SJUDI05 II BelJnmd, Obua+ ~nbe:m, Inc. IIMJllnr B 216 00 315 20 ~-"" 49 36 til" .. ~~ /' ·--)/ UtllN ltNe fl N\SH f LooR 98 SECTION FOR SLIDING / SWING DOO . •1 LEGOLAND GARL.SBAt:» ICAUo NOT TO ICAU QI STUDIOg 11 =:d· Eueebenm; 1'11C, ......... B 216 00 316 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . LEGo..:lo GARL.38AD 59 2 (O(') +• ~~81 ~~ ecAUa NOT TO ICM.I II ReJhrmdt . OINda+ Iue-bum.Jnc. ..... ,Z.·l). i :c =-o _, t;p LINE. a..... Cn1.1alilltl IDI B 216 00 317 63 o~,~ .,- 2X SINGLE TOP TRACK LEGO._JjD GARL~BAD ICAU.NOTTOICAI.I Iii STUDIO§ II BeJlnmda Oblda+ l:aNehena, IDc. 1--..._.-,._Z._• ()_-,~ B 216 00 318 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. I I I I I 60x60x5x180 LEGO._:JD GARL~BAD 50 63 M8. HOLDING{· DEVICE ICAI£ NOT TO ICAU: Iii STUDI05 II Hellmada ~+ Ewahena,IDc. •, .~ -~· ~-_i)..',, ~-'.~•:•';-;;_,~ ,;..::.t·.,d, .; . lla ... l I (OC".) +• ra ~ij ~ ~ CES1l,1N6 LINE :: 0 \ cO B 216 00 319 6 11 METAL STUD PL YV'lOOD SHEA TH I NG EIFS FINISH EPS INSULATION SECONDARY SEAL z Z: f"--+-- '======d~~~d+~ NOTES: PNEUMATIC, TUBE CARRIER I. STRAP AND HUNG PNEUMATIC TUBE FROM ROOF STRUCTURE. PLAN: SEALANT ~!TH CLOSED BACKER ROD ~ rn V'lRAP Elf5 DETAIL MESH 2 11 MIN. @ UNDERSIDE OF EPS REINFORCING MESH +81-011 H EMBEDED IN BASE GOAT EIF5 ADHESIVE PNEUMATIC PENETRATION Ill LEGOLAND CARL-'BAD ICAI.L 1"•1'-0' ~ STUDIO§ II Hellmuth Obata + Kasi;abawn, Inc. Revi1lon1 Cluster: Component: ID: B 216 00 Issued: • •'t Detail Number 320 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \_ 5/811 GYP. BD STEEL COLUMN 611 METAL STUD PLYY'IOOD SHEATHING EIFS FINISH EPS INSULATION SECONDARY SEAL z .... :·h~=~='lffl ~==L_-----l_X ··: ~ .. i,e~~~~~,rn .. ,~ ' ,• ... STEEL TUBE FOR .PERGOLA,Y'IELDED TO COLUMN SEALANT Y'IITH CLOSED BACKER ROD z. ~~------r-X :::t. rn Y'IRAP EIFS DETAIL MESH 211 MIN. @ UNDERSIDE OF EPS REINFORCING MESH +81-011 H EMBEDED IN BASE COAT EIFS ADHESIVE -------- ' '"' ~ ''i:> ...., .... *· C-21753 * ~ c}\\:~~K ~~~'ft/_~V' PLAN: '%.,,.(<' REN.9.M8 ~F PERGOLA PENETRATION @ EIFS '· :!!.-~~:';,,0 - LEGOL:JD C.ARL--'BAP ICAI.Et :1'"1'-0' ~ STUDI05 II IJcHmulh Obata+ Kassabaum, Inc. Revisions Issued: • fJ • q Cluster: Component: ID: B 000 00 Datall Number 321 NOTES: I. Y'iRAP FRP MATERIAL ON ALL 51DE5 OF PANEL; EXC.EPT ON THE BAC.K51DE. PL YV'iOOD SHEATHING EIFS FINISH FRF PANEL V'i/ BACKING EPS INSULATION PIPE SLEEVE 1/4 11 HEX SOC.KET BOLT, STAIN STEEL l/811 RECESSED V'iASHER, STAIN STEEL RUBBER V'iASHER EIFS ADHESIVE b 11 METAL STUD SECTION: FRP @ EIFS Ill LEGOLAND CARL~BA'D ICALE, 3"•'f•O• ~ STUDI05 Ill Hellmuth Obata+ KaMHabaum, Inc. Revisions Cluster: Component: ID: B 000 00 Issued: 11. • O~· Detail Number 322 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I I I I ·: ., -,, .•· ... ·· ... ' .. · <l <l <1 4, <1 <l <l 4 <1 ' <l <1 611 METAL STUD PL Y.Y'iOOD SHEATHING EIFS FINISH REINFORCING MESH +8'-0" H EMBEDED IN BASE GOAT EIFS ADHESIVE EPS INSULATION V'iRAP EIFS DETAIL MESH 2" MIN. @ UNDERSIDE OF EPS EIFS-SEALANT $ CLOSED CELL BACKER ROD EIFS COLOR PRIME ON SURFACE TO RECEIVE SEALANT 6" H CONCRETE CURB EIFS @ CONC'RETE CURB ICAI.Ea 1""1'-0" :J ReYislons Cluster: Component: ID: ~ STUDI05 8 000 00 -LEGOL D 1111 Hcll~nutb Obata+ . 323 G A R L ~ B A D Kassabaum, Inc. Datail Numbar OUTSIDE I I I . -----+I-----___J_ _ ----- 1 I I INSIDE I BAC:KER ROD ~ 1EALANT,TYP. Hf-.LLO~ HET AL f;RAHE, PAINTED (P-55) N CLEAR GLA55 (GL-2) ACCE55 PANEL STEEL 5TUD ANCHOR @ EA END JAHB ANCHOR AT EA END HETAL PANEL, PAINTED (P-55) FIXED CLEAR cSLAZINcS (cSL-2) MULLION & METAL PANEL DET. ICM.Ea a•• 1'-0' ltmllonl Clulta': Compolient: IDI ' 'ii! STUDIO§ B 219 00 LEGOLA D II Hellmuth Obata+ 324 GARL.3BAD Ka11abaum, Inc. ..._. • t•O,&·' DatallN11mbw I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I u----1-METAL PANEL, FAINTED (F-55) --+---tt---t-MET AL 5TUD5 n-----+-5/8" GYP. BD., PAINTED(P-55) • .,.r--..--..v------+-SHIM ---+-12 S/4" DIA STEEL COLUMN ~----+-BACKER ROD 4 SEALANT -,--'----'-----'Ill)----'-_-_---+-HALLO)l',4 MET AL FRAME 1m----;--i-----i-LAMINATED CLEAR GLASS (GL-2) ACCESS PANEL u---r--METAL PANEL, PAINT (P-55) ~~~~~l:~EF-t--t-sHIM -i1---,.--tt----t-4"X4" STEEL TUBE -------9/4" FL Y)A4OOD (LOOSE) 'ff----+-STEEL ANGLE HEAD & SILL DETAIL LEGOLJJD C.ARL.38AD -STUDI05 II Hellmuth Obata+ K.a11abaum, Inc. Clu9Cllr. Compo111ent: ID: B 219 00 Datall Numbar 325 EDGE FINISH FLASHING, PAINTED (P-55) T.S. SUPPORT PAINTED (P-55), SEE STRUC-TURAL 0 C-ORRUGATED METAL PANEL PAINTED (P-55) C-EMENT PLASTER, PAINTED (P-55) FLASHING 4 C-OUNTER FLASHING, PAINTED (P-55) T.5. SUPPORT PAINTED (P-55), SEE STRUC-TURAL 0 ,,...---+--T.5. SUPPORT, ('() _I Ill LEGOLAND CARL.3BAP SEE STRUC-TURAL FOR SPAC-ING 4 LATERAL SUPPORT CANOPY DETAIL ICALl!a 311'• 1'-0' [i:f STUDID5 II Hellmuth Ohata + Kas8abnum, Inc. Revisions d) • ' ~ I Cluster: Component: ID: B 219 00 Detail Number 326 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXTERIOR INSULATION FINISH SYSTEM (EIFS) 1/2" PL YY'IOOD SHEA THINS MET AL STUDS 4 8ATT INSULATION (R-11 @ Y'IALL) STEEL TUBE HEAD STUDS 8AC-KER ROD 4 ~-- SEALANT, 1/2" MIN. ALUM. Y'IINDOY'I FR.AME 6LAZIN6, REF. SC-HEDlJLE ALUM. Y'IINDOY'I FR.AME 8AGKER ROD 4 SEALANT, 1/2" MIN. SHIM ti" C-ONC-. GUR6 ..,_,.. ___ _,,.. .. • I> V V I> I> "' V . I> 8" ·v V I> . -!! .. t>. V I> V -~ I r-- HEAD AND SILL DETAIL . •1 LEGOLAND GARL--'BAP ICAI£ I'• f-0' lill STUDIO§ II Hellmuth · Obata+ Ka111abaum, Inc. SUSPENDED 6YP. 6D. C-EILIN6 B 216 00 327 ~ • ~ 19 ~ I"' ' "" ' "'1"" f/ f/ "" = I ' () "'1"" "" I = -' N ~ "" I / - • r-, ~ / , () / -I , -/ N , _J V . . r ~ la 3 1-2 11 .. 2 1-6 11 .. 2 1-6 11 i. 3 1-011 • • " " .. • la 5 1-011 .. " • PARTIAL INTERIOR ELEVATION ICAI.Ea 1/1._ 1'-0° Clultr. Compo11ent: LEGOLIJD II! STUOI05 B 216 II Hellmuth Obata+ 328 C. A R L -' B A t) K.u1ahaum, Inc. laued:/t.· DeallNIIINNI' - ~ i. IDI 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I • "" .. • "" • / / / / / It '\I = I () / -= / > '\I N I -, I \J -r-'\ ' • "' • ' = "' () -' I "' - N ' '\ • . . . "" "" "" 3':..0 11 .... 2'-6". 6 i. . . PA-RTIAL INTERIOR ELEV A TION SCALE, Ill'• 1'-0' Clutter: Component: ' -STUDIO§ B 216 LEGOLA D Ill Hellmuth Obata+ 329 GARL-'BAD Kassabaum, Inc. laued: l'Z.·t> • Deta11 Number ID: 00 ~---------~1 C60,vM I I I I I ~ 1, I I I I I I I "'"'\'.O ARc111 . I /c} ,?-Y-Ron ,,_<" .• I ' 't-U(-" \ (~ C2'75' : ) ' °1' REH.02-98 ~ ,' I \ ~-o<l:-/ VERTICAL JOINT DETAIL ~ c.r,\.'~ Ill LEGOLAND C.ARL~BAD SCALE, FULL SCALE ~ STUDI05 II H~llmurh Ohara+ Kassahaum, lru:. Revisions Cluster: Component: ID: I 21s oo I Detail Number 330 B I I I I I I I I I I I I I I I I I I I I WINDOW SYSTEM AND --_...;:_~---:.,--i SHIMS - . . I DRYVIT-COMPATlBLE _/rJ SEALANT WITH CLOSED CELL BACKER ROD 19 MM (3/ 4") Mf\J FRAMING SUBSTRATE DRYVIT ADHESM EPS INSULATION WRAP DRYVIT DETAL9 MESH 50 MM C2".) MIN. AT UNDERSOE OF EPS. SEE NOTE 2 DRYVIT DEMANDITO OR COLOR PRIM:"' O"l SIJ<FACES TO RECBVE SEALANT DRYVIT RSNFORCING MESH EMBEDDB) IN BASE COAT DRYVIT FNSH WINDOW JAMB ALUM .. FRAME SCALE. NOT TO SCALE Revisions Cluster: Component: ID: LEGOL:JD ~ ,sm1og B 000 00 II Hellmuth Olmta+ 331 C, A R L ..., B.A t:> Ka~sahaum, Inc. Issued: 'Z· Detail Number ~-------------------------------------, W'NDOW SYSTEM ANO SHIMS FRAMING WRAP DRYVIT DET AJLO MESH 50 MM (Z') MNMUM AT Ut-OERSIDE OF EPS. SEE NOTE 2 A.ASHING AS REQUJRS) BY OTHffiS DRYVIT-COMPA TIBLE SEALANT EPS I\ISULATION OOYVIT FINISH DRYVIT RSNFORClNG MESH EMBEDOID IN BASE COAT OOYVIT ADHESIVE SUBSmATE --- WINDOW SILL ALUM. FRAME LEGOLAID C.ARL.38AP SCALE, NOT TO SCALE ~ STUDI05 Iii H~llmurh Olmta+ Ka!l!lubaum, Inc:. Revisions Cluster: Compon B 000 Detall Number 332 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PLAN1 METAL STUDS PLY~OOD SHEATHING EPS INSULATION EIFS FINISH R: 1/2 11 R: 1/2" ~RAP EIFS DETAIL MESH @ REVEAL EIFS ADHESIVE EIFS VERTICAL REVEAL Ill LEGOLAN.D CAR L~BAP· ~ STUDIOE II Hellmuth Ohula + Kassabaum, Inc. ReYisions Cluster: Component: ID: B 000 00 Issued: Detail Number 334 I I I I I I I I I I I I I I I I I I I R=l/2" 3/8" FRP (LEGO COLOR) V'4/ SHIM BONDING LAMINATED TO STUD ~ALL~/ FIBER GLASS ;2'-5" R=l/2" ----------------- ('{) r 4---~ R=l/2" I,: ~C,ANOPY I ABOVE I I I I I I I I I I NOTE: I '-t ,_-- ;2X2 T5, PAINTED -- AS FRF COLOR 1/2" SEALANT I FRP COUNTER -1 I I I FRF MATERIAL TO BE ~RAPPED AROUND ON ALL SIDES Of CANOPY AND COUNTER. PLAN DETAIL IC~ 11/2'"1!-0• 5/8" GYP.BD. 4" METAL STUDS 4X4 STEEL COLUMN 6-350 (2) 4"JAMB STUDS ! , !~GLAZING (GL-10) i, LEGOL:Jo ·~ STUDIO§ Revisions Cluster: Component: ID: C.ARL~BAD II Hellmuth Obata + Kns1;ubuum, lne. B 215 00 Detail Number 335 METAL STUDS FRP (LEGO COLOR) BACKER ROD l; 1/2' SEALANT STEEL TUBE FULLY V'iELDED BACKER ROD ~ 1/2' SEALANT STEEL TUBE SLOPE 1/4"=1'-0" PAINTED AS CANOPY 1/4" THICK METAL PLATE SUPPORT R: 1/2" NOTE : FRP MATERIAL TO BE V'!RAPPED AROUND ON ALL SIDES OF CANOPY. '' 'I ! , I , I I! 'I SECTION1 CANOPY DETAIL Ill LEGOLAND C.ARL-'BAt> ICM£ NOT TO ICAL! ~ STUDI05 Iii Hellmuth Ohata+ K11s1mb11um, Im•. Revisions Cluster: Component: ID: B 215 00 Detail Number 336 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I BEGINNING DETAILS 03 DECEMBER 1997 ~ FINAL SET • sruo1og · II Hellmuth Obata+ Kassabaum, Inc. Ill :E = .... 0 > BEGINNING NOTES: PLANTER, SEE LANDSCAPE 9/4" ~ELDED ~IRE MESH MECHANIC.ALLY FASTENED, PAINTED (P-26) STEEL TUBE, FAINTED (F-26) STEEL RING, PAINTED (F-26) SEE 6-BOB EIFS, FAINTED (F-55) 1/2" PLYJ/'\OOD SHEATHING 6" METAL STUDS BATT INSULATION (R-11) GLAZING (e:;L-B), BUTT JOINT J/'\/ folLIC.ON A"UM. J/'\INDOJ/'\ FRAME /SEALANT 4 --,.""'-;;,--:x / AC.KER ~_..t;__.,,,,- /// \l.~1-t..-tti.ttH-H1-i-t--+t--t-H+-,~7tlH-.,.+-.,,,,--.,,,,--.,,,,--A~n 12 B/4" DIA. STEEL COLUMN 4" MET AL STUDS 5/8" GYP. 6D. S~ING / SLIDING GLASS DOORS (GL-11) SEALANT I. ALL DIMENTIONS TO SE VERIFIED IN THE FIELD ACCESS PANEL, FAINTED AS ~ALL 2. ALL STEEL IS TO SE PRIMED 4 PAINTED TYP. ., LEGOLAND C.ARL-'BAD WALL DETAIL ICALE, NOT TO ICALt: -STUDID5 II Hellmuth Ohata+ Kauabaum, Inc. laued: 1· Clustw: Component: ID: B 216 00 338 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ :;; ., i;; I ~ ~ • i II s I ! 0 I I J ,-----~--EXTERIOR INSULATION FINISH SYSTEM (EIFS), PAINTED (P-55) . 1/2" PLYV'4OOD SHEATHIN6 r-----6" METAL STUD ,------6"X4" STEEL GOLUMN SEALANT AND BAGKER ROD HALLOl-"4 MET AL FR.AME I EXTENDED GYP.Bf. INTO FR.AME 5/8" MIN. I 5/8" C$rYP.' BD. · METAL STUDS B-505 HALLOW METAL DOOR JAMB·@ Ill LEGOLAND GAR L-3 BAD 1cALEa SCALI! , 1" •· r-o• QI mrng' II Hellmuth Obata+ Ka111abaum, Inc. 1_,_ % • • ' ... '' f•:; B 218 00 DacallNumNr 100 ROOF HATC.H C.OVER Jl'V INTEGRAL HATC.H DETAIL LENGTH GASKET SEAL -------~ I" RIGID INSULATION ALL AROUND OUTSIDE C.UREI GALY. SHEET MET. C.01.LAR ----II' ----------C.OMPRESSION C.YLINDER r----1 I I BUILT-UP ROOFINe,I- Jl'V GRAVEL BALL.AIST C.ONTINUOUS SEALANT BEAD C.ANT STRIP RIGID INSULATION ----1-------t-'.---+t--t- (R-l'I) STEEi. LADDER -,--1 I I STRUC.TUAAL. 6EAtlf---1-------1--¥--+-- (6EYOND) I I I ----------/t----t-:~- 5/8" GYPSUM SOA,W--------- 0/ METAL STUD I I I I I CEILING DET. @ ROOF HATCH Ill LEGOLAND C.ARL-'BAt> ICAI.Ea 1 112'• 'f-0' ~ STUDID5 B II Hellmuth . Obata+ Kassabaum, Inc. IDI 216 00 500 I I I I I I I I I I I I I I I I I I I I I' I I I I I I I I I I I I I I I I I SOFFIT LINE (ABOVE) DRIP LINE B-505 ~ I I 4 11 x4 11 STRUCT. COLUMN 3/811 FRP V'-i/ SHIM, PAINTED (P-55) " . I ---·2---------------------------------------------------- ~ELDED 4" 3 1 / 4" _· l SEALANT ~/ BACKER R METAL STUDS . 5 5/8" · -7 5/8"~ I- I ELECTRIC SECURITY ROLL-UP COL,UMN·1 PLAN DETAIL ICALEi NOT TO ICALI! 5" LEGOL:ID Ill STUDID5 B 216 00 C.ARL-'BAt> II Hellmuth · Obata+ Kuaabaum, Inc. 1--,__.~,f-, o-.--i Det:allNumblr 101 MEMBRANE ROOF ~/ GRAVEL TAR PAPER-~ ---T JI PER STRUGT. SEGURITY LATH PL Y~OOD SHEATHING BATT INSULATION (R-ICf) SECURITY LA TH DETAIL Ill LEGOLAND GARL.38.At) ICAL!, a•ar-o• B 000 502 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTE : VERIFY RADIU5, DIM5 4 LOC.ATiON OF TRAC.K5 Y'l/ MFG. I I I w 2'-1 5/8" R=l'-10" po·cKET DET AIL(W,EST COMPLEX) LEGOL:ID C.ARL-'BAI:t ICALL NO·ICAL! la STUDIO§ II. Hellmuth Obata-+ _ Kiu1ahaum, Inc. Clul1:er: c:c»q,oiient:: IDt B 000 00 DetallNumbw 103 , NOTES: I. AL.L. DIMENTIONS TO 6E VERIFIED IN THE FIEL.D 2. AL.L. STEEL. TO 6E PRIMED 4 PAINTED (P-26) TYP. I II 3/411 V'lELDED V'llRE MESH MECHANICALLY FASTENED, PAINTED (P-26) STEEL TUBE SUPPORT, PAINTED (P-26), SEE STRUCT. - c;,\'.D ARc11 (, , c} \\ , I\Y, Ros 1 ,,..«' . '... ~ (') .._, _.\ * C-21753 * <1> ~ PLAN: \ ~ REH 92·_!8 ~ , . '~ 0~ i PERGOLA PANEL CONNECTION !:!.:!_~': Ill LEGOLAND C.ARL.38AP SCALE, NOT TO SCALE ~ STUDI05 II Hellmuth Obuta+ Kassabaum, lnc. Revisions Cluster: Component: ID: B 000 00 DetallNumber 504 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . . . . . --------------------------------. . . . . .------.---17-. ---- 1T I I I I I L_l__l_J__ I I I I I I I 1· I I --------------. . . . . STRuc·T. STEEL TUBE HEADER STRUGT . . ST°EEL TUBE ~LOT FOR· "TRACK, STACKIN_G DOORS (BEHIND) ... ~-,----+.--+---ST AC.KING DOORS (BEHIND) . ---=---+-+-----,,. DOOR ~ .DOOR. FRAME, FAINTEO ·(F-55) . I I I \ ·tEIFS, I FAINT.ED (F-5?) I I I I I I r'"TTT"i. l 1 . NOTE : VE_RIFY RADIUS, DIMS .$ LOCATION OF TRACKS ON V'l/ tv!FG. ELEVA Tl •1 LEGOLAND GARL--'BAD ICALla·ll4'rr-O' QI! STUDIO§ II. Hellmuth. Obata+ Kaaabawn, Inc. B 000 l.....t/'l•O •1 Deta!INulllNI' 105 ID: 00 HEHBRANE ROOFIN6 Y'l/ 6RAVEL PLY)'ljOOD SHEATHl6 BATT INSULATION (R-l"l) PERFORMED ALUM C.OPIN6S. PAINTED (P-55) EL .: +16'-0" E·=s, PAINTED (P-55) 6YPSUM SHEATHIN6 METAL STUDS BATT INSULATION (R-11) 3.'4" )'ljELDED )'ljlRE HE:5H@ 45° , MEC.H. FA.STENED, PAINTED (P-26) ROUND STEEL TUBE, PAINTED (P-26) 2'-0" 9 N I I I I ~~~~-+-1----,,,....,_o=---i-=+---,,-;:.u---~.;n:::::i=j ~ ::, Q g NOTES: '<t _, dl S-504 S-=321 EIFS, PAINTED (P-55) ----------1!-H!II VER.TIC.AL TOPIARY, ---------11 PAINTED (P-26) PLANTER 4 PAVEMENT,------.. SEE LANDSCAPE I. ALL DIMENTION5 TO BE VERIFIED IN THE FIELD. 2. ALL STEEL TO BE PRIMED 4 PAINTED (P-26) TYP. I I I I I I I TJI, SEE 5TRUC.T. 1,,..._"f"""_t__,,q,,-,E=L,_..,,_; +"'""10"'-'_,-o"-" 6YP. 6D. C.EILIN6 5/e" 6YP. BD. STRUC. T. COLUMN SECTION THROUGH PERGOLA •1 LEGOLAND GARL-'BAt> QI STUOI05 II Hellmuth Obata+ Kassabaum, Inc. Clusw: Component: ID: B 000 00 506 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AL -ALUMINUM AG -:-AGOUSTIGAL DOOR DB -DEAD BOLT HM -HOLLO~ MET AL KN -KYNAR FINISH MK -MASTERKEYED LOGK MTL -METAL PH -PANIG HARD~ARE HG(U) -HANDIGAP TOILET SYMBOL SIGN (U) -UN I SEX (~) ~ ~OMEN (M) -MEN pp p TG ' ~G -PEEP HOLE IN DOOR ,;_ PAINTED -TEMPERED GLASS -~IRE GLASS SG -SOLID GORE ~OOD DOOR -~00D DOOR SCHEDULE . ABREVIATIONS LIST SCALE, NOIE LEGoufflo ~ STUDIO~ ~ Cl....-: Component: B 000 II Hellmuth Ohata+ 700 GARL-'BAt> Kassabaum, Inc. INued: f/L •O!J,41 ~Numller )D: 00 I I I I I I I I I I I I I I I I I I I () I r- / TYPE 1A' b; I? >f::' {f [ ] ff (cSL-11) TYPE 'C,' Ll'-6t L 9'-0" 1 T / \ '\ I TYPE 'l::' ,J ·LEGOLA D C.ARL-'BAP C) ,, r- / '\ '\ / () () I I N d,) in I N ~ 9'-0" L l TYP. T ~ - ~ 0 ~ ~[ /f NOTE: [. VERIFY ALL METAL STUD OPENING PRIOR TO FRAME FABRICATION AND INSTALLATION. 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE i"llTHOUT THE USE OF A KEY OR SPECIAL KNOl"ll.EDGE OR EFFORT. S. REFER TO FLOOR PLAN FOR PAIRS OF DOORS AND DOOR Sl"IING DIRECTION. 4. SEE SPECIFICATION FOR GLASS TYPES (GL). c:;" l'-6" 'i" '° I - '° I - () I VISION r-PANEL (cSL-'i) TYPE IDI ~ ~ ]~ () --I d,) ~ /f 0 TYPE 1F 1 DOOR TYPES ICALL 114•rr-o• Revhlons Clustilr: Component: ID: ~ STUDIO§ B 000 00 Ill Hellmuth Obata+ 701 Kassabaum, Inc. IIRNMI: /1• Det:all Number 0 ~ ~ ~ ~ ~ I ~ ;; ~ I =- ~ I =- VISI N PANEL (GL-'1) --- TYPE 'G' --- TYPE 'H' -fl_,.." ~11+- -'"lo--__ in _I C) I _, ---N in I N (GL-.2) TYPE 'J' -- ,J LEGOLA D C.ARL-'BAD () I i-- /f ~ ~r /ff ]~ 1- \ () I i-- I TYPE 'K' DOOR TYPES ICALL 1/4""1'-0" NOTE: I. VERIFY ALL METAL S11.JD OPENING, PRIOR TO FRAME FABRICATION AND INSTALLATION. 2. ALL EXIT DOORS SHALL 6E OPERABLE FROM THE INSIDE l"IITHOUT THE USE OF A KEY OR SPECIAL KNOl"ILEDG,E OR EFFORT. S. REFER TO FLOOR PLAN FOR PAIRS OF DOORS AND DOOR Sl"IING, DIRECTION. 4. SEE SPECIFICATION FOR G,LASS TYPES (G,L). :3'-6" TYF. ~ ~ ~ ---------() I ii;) ~ ~ ~ 0 TYPE 'L' ~ lllevblon1 Cluatar: Component:: ID: STUDID5 B 000 00 II Hellmuth Obata+ 702 Ka11Babaum, Inc. 1-..d: 0-..INumber I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,-_ ---_---7 ENCLOSURE BY I j tv1ANUFAC TURE (BEHIND) STEEL METAL --Jtl-~~~~==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-~ ROLL-UP . SECURITY DOOR TYPE 1M1 ,----_7 ENCLOSURE BY Jv1ANUFAC TURE (BEHIND)° ;;..:_----,,--+ CEILIN6 LINE ROLL-UP ---~!!"! PERFORATED SECURITY DOOR TYPE N 1 • -~ z z = UJ C) 0.. _I C) _Q It <( ·w ...! ~ ,DOOR_· T.YPES ICALL NOT TO SCALI! ' Revisions QI SJUDI05 LEGOLA D 1111 Hellmuth Obata+ C.ARL-'BAD KaBBabaum, Inc. laued: NOTE: I. VERIFY ALL METAL SilJD OPENIN5' PRIOR TO FRAME FA6RICATION AND INSTALLATION. :2. ALL EXIT DOORS SHALL 6E OPERA6LE FROM THE INSIDE l'IITHOUT THE USE OF A KE'T" OR SPECIAL KNOl'ILED5'E OR EFFORT. 9. REFER TO FLOOR PLAN FOR PAIRS OF DOORS AND DOOR Sl'IIN5' DIRECTION. 4. DBL METAL SilJDS, 14 5'AUGE FOR DOOR JAMS OF ROLL-UP DOORS. TYPE 1P 1 Cluster: B CEILIN6 LINE Cornpcll*lt: 000 j ffi = 0.. () () _I Q:': d:) <( UJ ...! ~ ID: 00 Deal!Number 703 TYPE 1Q 1 4" 4" ~ / ~ C) C) C) I I I \I.) Is:) N ~ C) \I.) I N (6L-II) TYPE IRI C) I r-- C) I N b' 2'-0" b' TYPE 151 NOTE: I. VERIFY ALL METAL STUD OPENIN6 PRIOR TO FR.AME FABRICATION AND INSTALLATION. :2. ALL EXIT DOORS SHALL ee OPERABLE FR.OM THE INSIDE Jl'llTHOUT THE use OF A KE'!' OR. SPECIAL KNOJl'lLED6E OR. EFFORT. S. REFER TO FLOOR PLAN FOR. PAIRS OF DOORS AND DOOR SJl'l1N6 DIRECTION. 4. LOUVER NOT TO OYER. LAP THE KICK PLATE. 5. see SPECIFICATION FOR. 6LASS TYPES (6L). C) I r-- 6" 2'-0" 6" TYPE DOOR TYPES LEGOLAID C.ARL-'BAP ICALL NOT TO ICALI! Iii STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. Revlllon• Clumr: CompoMnt: ID: B 000 00 Detail Number 704 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . ::: 1/ BUTT JOINT GLAZING (GL-9) VV 1/8" SILICON TYPE0 TYPE 0 EL: 1'-0" r.:::====;i:==:::;-;::::====;t=====ii====t====;i (GL-2) ----* * ;::: ;::: * * EL: 2'-10" l:::===~==~==1/:::;::::l=::=1/=========::i~=~ EG. EG. EG. EG. EG. EG. 15'-8" TYPE TYPE·0 (GL-2) TYPE NOTE: I. VERIF.Y ALL METAL STUD OPENING § ~~~T~~MEFABRICATION A~ WINDOW'. TYPES ~ ;:. :2. SEE SPECIFICATION FOR GLASS TYPES (GW .. ;::: 1/ \ '° _I r- " ~ 1--------------r-,-----------,---:Re:--,,:-,fllol:--.,---:-i--CluaCar:==:=.--;Cot::m..,.=lpOl~:;, .. =not!!t:~~ID~: I i LEGOL:JD llral ;;;; B 000 00 ~ G A R L -' B A t) Kassabaum, Inc. laued: Detail Number rL_ ___ ~-------~-------....i:::~;..L.1t:..:;.;,.__,_..,__,_ _________ _ 705 J' . ,- ~ ~ 9 ~ ~ ( ~ NOTE: 4 "' 4 4 ~ ""L -(GL 2) TYPE 0 4 4 4 4 4 4 (GL-2) TYPE 0 I. VERIFY AI..L METAi.. STUD OPENING PRIOR TO FRAME FA6R.ICATION AND INSTALLATION. 4 ~ 4 4 4 (GL-2) TYPE 0 C) I i- TYPE 0 :2. SEE SPECIFICATION FOR GLASS TYPES (GU. WINDOW TYPES SCALI!, 1/4•rr-o• ' -STUDIOE ltftlllons LEGOLA D II Hellmuth Obata+ C. A R L.3BAD Kauabaum, Inc. laued: t, Clulatn Component: ID: B 000 00 706 I I I I I I I I I I I I I I I I I I I - - - -- - - - --- - - -- -- - - DOOR SCHEDULE C O MP ON ENT NU M B ER & ID B-216 CLUSTER: BEGINNING (EAST) DWG. No.:A203 1 2 3 4 5 6 7 8 DOOR DOOR SIZE. DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS FRAME RATING HEAD JAMB SILL GROUP X101 28'-0"X 8'-0"Xl 3/4" H AL KN X AL B-315/31'6 B-315/316 BElA X101A 6'-0"X 8'-0"Xl 3/4" C AL KN X AL B-316 8-316 BE20 X101B 12'-0"X 8'-0"Xl 3/4" F AL KN X AL B-315/316 B-315/316 BEl - X102 6'-0"X 8'-0"Xl 3/4" . . R AL KN X AL BE20 103 3'-0"X 7'-0"Xl 3/4" , D HM PAINT X HM P-310 P•317 BE2B 104 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE2A BULL~T PROOF, ELECT. STRIKE X105 6'-0"?( 7'-0"Xl 3/4" B HM PAINT HM, P-316 P-311 BE32 106 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE2 X107 3'-0"X 7'-ff'Xl 3/4" A HM PAINT HM P-316 · P-311 BEll X108 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-316 P-311 BEU X109 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-316· P-311 BE!?A · SECURITY EXIT DEVICE 1'10 3'-0"X 7'-0"Xl 3/4" A HM PAINT · HM P-310 ·P-317 BE3A 111 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 .BE3A . '' 112 3'-0"X 7'-0"Xl 3/4" · A HM PAINT HM P-310 P-317 BE2A 113 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-315SIM. ·P-314SIM. BE2A 114 3' -0"X 7'-0"Xl '3 / 4" A HM PAINT . HM P-315SIM. P-314SIM. BE7 115 3'-0"X 7'-0"XT 3/4" · A HM PAINT HM P-310 P-317 BE2A 116 . 3'-0"X 7'-0"XT 3/4" A HM PAINT HM P-315SIM. P-314SIM. BE7 117 3' -0"X 7' -0" .A STEEL VAULT DOOR X118 3' -0"X 7' -0"Xl 3/ 4" A HM PAINT HM P-315 P-314 BE12 ELECT. STRIKE 120A 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-315SIM. P-314SIM. BE25 ELECT. STRIKE 121 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A 122 .3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE27 123 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE16 124 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE25 ELECT. STRIKE, AUTO DOOR BOTTOM X124A 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-314 BE17 BULLET PROOF, ELECT. STRIKE X124B 10'-0"X 10'-0" M STL PAINT B-310 B-302 . B-310 CONN.TO INTERCOM. STEEL METAL SECURITY DOOR X125 3'-0"X7'-0"Xl 3/4" A HM PAINT HMM P-316 P-311 BE12 126 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE27A 127 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BESA 128 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE2A 129 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A .......................... 131 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A Door Schedule page 1 of 4 . UOOR SCHEDULE C OM PONE NT N UM B ER & ID: B-216 CLUSTER: BEGINNING (EAST) DWG. No.:A203 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS PRAMi RATING HEAD JAMB SILL GROUP X132 3'-0"X9'-0"X13/4" A HM PAINT HM P-311 BE21 133 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A 135 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A 136 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A 137A 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE6 X137 6'-0"X 8'-0"Xl 3/4" R AL KN X AL BE20 138 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE27A 139 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE7 140 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE7 141 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A 142 6'-0"X 7'-0"Xl 3/4" B HM PAINT HM P-310 P-317 BE36 142A 3'-0"X 7'-0"Xl 3/4" D HM PAINT X HM BES COMPONENT NUMBER & ID: B-218 CLUSTER: BEGINNING (WEST) DWG. No.:A206 101 3'-0"X 7'-0"Xl 3/4" L HM PAINT HM BE28 X101A 16'-5" X8'-0" N AL AL AL B-101 BE4 SECURITY ROLL-UP DOOR X101B 6' -0" X8' -0" N AL AL AL B-101 BE4 SECURITY ROLL-UP DOOR X102 6' -0" XB' -0" N AL AL AL B-101 BE4 SECURITY ROLL-UP DOOR X102A 16'-5" XB'-0" N AL AL AL B-101 BE4 SECURITY ROLL-UP DOOR X103 1'-9"X 7'-0"Xl 3/4" K HM PAINT HM B-301 BE33 X104 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM B-301 BElO X105 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM B-301 BElO X106 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM B-301 BE9 107A 4'-6"X9'-0" N HM AL B-307 B-305 B-307 BE4 SECURITY ROLL-UP DOOR 107B 4' -6"X9' -0" N HM AL B-307 B-305 B-307 BE4 SECURITY ROLL-UP DOOR 107C 5' -O"X9' -0" N HM AL B-307 B-305 B-307 BE4 SECURITY ROLL-UP DOOR 1070 5' -0"X9' -0" N HM AL B-307 B-305 B-307 BE4 SECURITY ROLL-UP DOOR 108 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE34 1" UNDERCUT X109 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM B-301 BE9 X110 3'-0"X 7'-0"Xl 3/4" s HM PAINT HM B-301 BE10 Xlll 3'-0"X 7'-0"Xl 3/4" s HM PAINT HM B-301 BElO X112 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM B-301 BE9 113 3'-0"X 7'-0"XI 3/4" A HM PAINT HM P-310 P-317 BE35 1" UNDERCUT 114A 4' -6"X9' -0" N AL AL B-307 B-305 B-307 BE4 SECURITY ROLL-UP DOOR 114B 4' -6" X9' -0" N AL AL B-307 B-305 B-307 BE4 SECURITY ROLL-UP DOOR Door Schedule page 2 of 4 . - --- - --- - -- -- -- -- - - -------------------DOOR SCHEDULE C OM PO N ENT NU M B ER & ID B-218 CLUSTER: BEGINNING (WEST) DWG. No.:B-206 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS IFRAMI RATING HEAD JAMB SILL GROUP X115 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-301 P-317 BE9 116 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-316 P-311 BE2A l"UNDERCUT -· X117 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-316 P-311 BE26 .. , X118 4'-6"X 7'-0"Xl 3/4" E HM PAINT HM P-316 P-3~1 BE18 X120 6'-0"X 7'-0"Xl 3/4" B HM PAINT HM BE15 -·120A 6'-0"X 7'-0"Xl 3/4" T HM PAINT HM P-310 P-317 BE22 "' 121 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE2A X121 3'-6""X 7'-0"Xl 3/4". · E HM. PAINT HM P-310 P-311 BE18. Xl22 17'-0"X 8'-q" N AL AL AL B-101/102 BE4 SECURITY ROLL-UPDOOR · ,: X122A 6' -0" X 8' -0" N . AL AL AL B-101/102 • BE4 SECURITY ROLL-UP DOOR Xl22B .16'-il"XB'-O" N AL AL AL B-101_/102 BE4 ' SECURITY ROLL-UP DOOR . ' ·~-.. X122C 3'-0"X 7'-0"Xl 3/4" A HM . PAINT HM B-301 BE13 Xl23 3'-0"X 7'-0"Xl 3/4" A HM PNNT HM BES . ·- . 123A 3' -O"X 7' -O"Xl 3/ 4" s HM PAINT liM P-316 P-311 . Bf;3_ X124 3' -O"X 7' -O"Xl 3i.4" A HM PAINT HM P-31(iSIM. P-311 SIM. BE14 X125 3'-0"X 7'-0"Xl 3/f A HM PAINT HM f-316SIM. P-311 SIM. BE14 )q26 3'-0"X 7'-0"XJ ~/4" A HM . PAINT .HM P-316SIM. P-311 SIM . BE14 X127 3'-0"X 7'-0"Xl 3/f' A HM , PAINT Htyf P-316SIM. P~311 SIM. BE14 X128 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-316SIM. P-311 SIM. BE14 X129 3' -O"X 7' -O"Xl 3 I 4" A HM PAINT HM. P-316SIM. P-311 SIM. BE14 X130 3' -O"X 9' -O"Xl 3 I 4" A HM PAINT HM P-311 BE21 X131 55'-2" X 9'-0"X12" p AL AL AL BE19 HORIZ. SECURITY DOOR X131A 57'-0" X. ~'-O"X12" . p AL AL AL BE19 HORIZ. SECURITY DOOR X132 6'-0"X 7'-0"Xl 3/4" MTL MTL BE4 CHAIN LINK FENCE GATE CO M PON EN T NU M B ER & ID B-291/00 CLUSTER: FIRST AID/LOST CHILDREN DWG. No.:B-204 XHll 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-316 P-311 BE29 101A 3'-0"X 7'-0"Xl 3/4" D HM PAINT X HM P-310 P-317 BE24 ELECT. STRICK 102 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE30 X103 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-316 P-311 BE12 X104 6'-0"X 7'-0"Xl 3/4" G HM PAINT X HM P-316 P-311 BE15 105 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE16 .. -.~# 106 3' -O"X 7'-0"Xl 3/ 4" A HM PAINT HM P-310 P-317 BE31 107 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE30 Door Schedule page 3 of 4 . DOOR SCHEDULE COMPONENT NUMB ER & ID B-291/00 CLUSTER: FIRST AID/LOST CHILDREN DWG. No.:B-204 1 2 3 4 5 6 7 8 DOOR DOORSIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS FRAME RATING HEAD JAMB SILL GROUP 108 3'-0"X 7'-0"Xl 3/4" D HM PAINT X HM P-310 P-317 BE16 108A 3'-0"X7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE3A 109 3'-0"X 7'-0"Xl 3/4" A HM PAINT HM P-310 P-317 BE7 Xll0 3'-0"X 7'-0"Xl 3/4" J AL KN X AL BE37 COMPO N ENT N UM B ER & ID B-219/00 CLUSTER: SEASONAL EXHIBIT DWG. No.:B-257 XIOIA 3' -8"X 5' -5" (9)WINDOW X B-325 B-324 B-325 SEI ACCESS GLASS PANEL DOOR XIOIB 3' -8"X 5' -5" (9)WINDOW X B-325 B-324 B-325 SEl ACCESS GLASS PANEL DOOR ' Door Schedule page 4 of 4 . ------------------- -------------------FINISH SCHEDULE COM PONE NT NU M B ER & ID: B-216 CLUSTER: BEGINNING (EAST) D W G. N o. : A203 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS. CEILING REMARKS Abbreviations : No. NAME FINISH BASE · NORTH SOUTH EAST WEST FINISH Concrete (Color) 101 RETAIL SHOP /DACT A WO V/P WO G.B./P. G.B./P. G.B./P. G.B./P. G.B./P. SEE INT. FIN. SPECS. & LANDSCAPE Ceramic Tile 102 PICK-UP WO WO G.B./P. G.B./P. G.B./P. G.B./P. G.B./P. CT. 103 RETAIL PICK-PU *CONC. G.B./P. G.B./P. G.B./P. G.B./P. G.B./P. *SEALED CONC. Vinyl Tile 104 CLOSET *CONC. G.B. G.B. G.B. G.B. EXPOSED *SEALED CONC. V.T. --105 CORRIDOR. *CONC. G.B./P. G.B./P. G.B./P. G.B./P. EXPOSED *SEALj::D CONC. Quarry Tile 106 ELEC.ROOM CONC. G.B. G.B. G.B. G.B. EXPOSED Q.T. ---· 107 COMMUNICATION ROOM CONC. G.B. G.B. G:B. G.B. EXPOSED Wood 108 PLUMBING ~OOM CONC, G.B. G:B. G.B. G.B. EXPOSED WO. 109 CORRIDOR CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Paint 110· OFFid1 CARPET R..B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. P. 111 OFFICE <;'.ARPET R.B. G.B./P. G,J3./P. G .. J,3./P. G.B./P. A.C.T. Carpet 112 STORAGE ROOM *CONC. G.B./P. G.B. G.B. G.B. EXPOSED *SEALED (;ONC. C. 11.3 JANITOR CLOSET · C.T. C.T. <:;.B,/FRP .. G.B./FRP. G.B./FRP. G.B./FRP. EXPOSED Gypsum Board .,. 114 TOILET (WOMEN) C.T. C.1'. G.B./P.CT* -· G.B./P.CT* G.B./P.CT* G.B./P.CT* G.B./P: *C.T.7"HIGH GB. 115 JANITOR CLOSET C.T. C.T. G.B./F~P. ' . G.B./FRJ;'. G.B./FRP. ~.B./FRP. EXPOSED Ext. Fin. Insu. Syst. 116 TOILET (MEN) C.T. C.T. G.B./P.CT* G.B./P. CT*· G.B./P.CT* G:B./P.CT* G.B./P. *C.T. 7" HIGH EIFS 117 SAFE V Allii:.T *CONC. p p p p A.C.1'. *SEALED CONC. Props 118 LOBBY *CONC. G.B./P. G.B./P. G.B./P. G.1;1./P. A.C.T. *SEALED CO.NC. Pps. 119 CASH HANDLING AREA *CONC. G.B./P. G.B./P. G.B./P, G.B./P. A.C.T. *SEALED CONC. Acoustical Tile 120 CASHER RM. *CONC. G.B./P. G.B./P. G.B./)'. G.B./P, A.C.T. *SEALED CONC. A.C.T 121 OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Stucco Plaster 122 STAFF CANTEEN C.T. C.T. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. S.P. 123 STORAGE ROOM CONC. G.B. G.B. G.B. G.B. EXPOSED Rubber Base ,~ .. ......... ., -124 GARAGE CONC. G.B./P. G.B./P. G.B./P. G.B./P. EXPOSED R.B. 125 OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Fiber glass 126 ATM. MACHINE *CONC. G.B./P. G.B./P. 'G.B./P. G.B./P. EXPOSED *SEALED CONC. Reinforcerd Panel 127 GROUP SALES CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. F.R.P. 128 STORAGE RM. *CONC. G.B. G.B. G.B. G.B. Wood -129 OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. W.D. 130 COUNTER AREA. CARPET R.B. G.B./P. G.B./P. A.C.T. Cement Plaster 131 OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. C.P. 132 STORE *CONC. *SEALED CONC. Vinyl Sheet 133 OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. v. 134 COUNTER AREA CARPET R.B. G.B./P. G.B./P. A.C.T. Finish Schedule page 1 of 3 . FINISH SCHEDULE COM PON ENT NUMB ER & ID: B-216 CLUSTER: BEGINNING (EAST) D W G. N o. : A203 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS Abbreviations : No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH Concrete (Color) 135 OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Ceramic Tile 136 MANAGER OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. A.C.T. CT. 137 SEASON TICKET PRO. CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Vinyl (Tile) 138 ATM. MACHINE *CONC. G.B./P. G.B./P. G.B./P. G.B./P. *SEALED CONC. V.(T) 139 TOILET (MAN) C.T. C.T. G.B./CT• G.B./CT• G.B.tcr• G.B./CT• G.B./P. •c.T.7'HIGH Quarry Tile 140 TOILET(WOMEN) C.T. C.T. G.B./CP G.B./CT" G.B./CT* G.B./CT• G.B./P. •c.T.7'HIGH Q.T. 141 OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Wood 142 RETAIL STORAGE *CONC. G.B./P. G.B./P. G.B./P. G.B./P. *SEALED CONC. WO. Paint COMPONENT NUMBER & ID: B-218 C L U S TE R : BEGINNING (WEST) D W G. N o. : A206 p 101 CONVENIENCE STORE .. CONC. G.B./P. G.B./P. SCEUR.GR. G.B./P. G.B./P . *SEALED & STAINED CONC. Carpet 102 LOCKER/STROLLER *CONC. G.B./P. G.B./P. SCEUR.GR. G.B./P. G.B./P. *SEALED & STAINED CONC. C. 103 CORRIDOR *CONC. EIFS/P. EIFS/P. EIFS/P. EIFS/P. *SEALED CONC. ( OUTSIDE CORR.) Gypsum Board 104 FAMILY TOILET C.T. C.T. G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P. *C.T. 7' HIGH GB. 105 FAMILY TOILET C.T. C.T. G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P. *C.T.7'HIGH Ext. Fin. Insul. Syst. 106 VESTIBULE C.T. C.T. G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P. *C.T. 7' HIGH EIFS 107 WOMEN'S PUBLIC TOILET C.T. C.T. G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P. *C.T.7'HIGH Props 108 JANITOR CLOSET C.T. C.T. G.B./FRP G.B./FRP G.B./FRP G.B./FRP EXPOSED Pps. 109 VESTIBULE C.T. C.T. G.B./P./CT* G.B./P./CT• G.B./P./CT* G.B./P./CT* G.B./P. *C.T. 7' HIGH Acoustical Tile 110 FAMILY TOILET C.T. C.T. G.B./P./CT* G.B./P./CT• G.B./P./CT* G.B./P./CT* G.B./P. *C.T. 7'HIGH A.CT 111 FAMILY TOILET C.T. C.T. G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P. *C.T. 7' HIGH Stucco Plaster 112 VESTIBULE C.T. C.T. G.B./P./CT G.B./P./CT G.B./P./CT G.B./P./CT G.B./P. *C.T. 7'HIGH S.P. 113 JANITOR CLOSET C.T. C.T. G.B./FRP G.B./FRP G.B./FRP G.B./FRP EXPOSED Rubber Base 114 MEN'S PUBLIC TOILET C.T. C.T. G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P./CT* G.B./P. *C.T. 7'HIGH R.B. 115 VESTIBULE C.T. C.T. G.B./P./CT G.B./P./CT G.B./P./CT G.B./P./CT G.B./P. *C.T. 7' HIGH Fiber glass 116 JANITOR CLOSET C.T. C.T. G.B./FRP G.B./FRP G.B./FRP G.B./FRP EXPOSED Reinforcerd Panel 117 COMMUNICATION ROOM CONC. G.B. G.B. G.B. G.B. EXPOSED F.R.P. 118 ELECTRICAL RM. CONC. G.B. G.B. G.B. G.B. EXPOSED Wood 119 LOCKERS ROOM *CONC. G.B./P. G.B./P. G.B./P. G.B./P. EXPOSED *SEALED CONC. W.D. 120 STORAGE *CONC. G.B./P. G.B./P. G.B./P. G.B./P. EXPOSED *SEALED CONC. Cement Plaster 121 STORAGE CAMERA •coNc. G.B./P. G.B./P. G.B./P. G.B./P. EXPOSED *SEALED CONC. C.P. 122 FOOD STAND C.T. C.T. SCEUR.GR. MURAL G.B./P. SCEUR.GR. EXP./FAB. Vinyl Sheet 123 KITCHEN C.T. C.T. G.B./FRP./P. G.B./FRP./P. G.B./FRP./P. G.B./FRP./P. A.C.T. GREEN BD. @ WET AREAS V. Finish Schedule page 2 of 3. - - -- - - - - --- - ------- -------------------FINISH SCHEDULE COMPONENT NUMBER & ID: B-218 CLUSTER: BEGINNING (WEST) DWG.No.: A206 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS Abbreviations : No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH Concrete (Color) 124 TICKET BOOTH (KIOSK) *CONC. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. *SEALED CONC. Ceramic Tile 125 TICKET BOOTH (KIOSK) *CONC. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. *SEALED CONC. CT. 126 TICKET BOOTH (KIOSK) *CONC. G.B./P. G.B./P. G.B./P. G,B./P. A.C.T. *SEALED CONC. Vinyl (Tile) 127 TICKET BOOTH (KIOSK) ~CQNC. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. *SEALED CONC. V.(T) 128 TICKET BOOTH (KIOSK) *CONC. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. *SEALED CONC. Quarry Tile 129 TICKET BOOTH (KIOSK) *CONC. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. *SEALED CONC. '"""-.. Q:T. 130 TICKET TAKER *CONC. EIFS/J'. EIFS/P. EXPOSED \' Wood 131 WATER HEATER ROOM CONC. G.B. G.B. G.B. G.B. EXPOSED w COMPO NE N r· NUMBER & · ID: B-291 CLUSTER: AID/ LOST CHILDREN D W G. N o. : A204 Paint Hll SECURITY OFFICE CARPET R.B. G.B./P. G.B./P. G.B./P. G.B./P. · A.C.T. p 102 INTERVIEW RM. CARPET R.B. G.B./P. G.B./P. G.B./P. DpEDIT G.B./P. Capet ' ' 103 PLANT ROOM CONC. G.B. G.B. c:a .. G.B. EXPOSED C. 104 STORAGE V.T. R.B. G.BjP. G.B./P. G.B./P. G.B./P. A.C.T. Gypsum Board 105 FIRST AID AREA V.T. R.B .. G.B./P. G.B./P. G.B./P. G.B . ./P. A.C.T. GB. 106 TREATME~TRM. V.T. R.B. G.B./P ... G.B./P. G.B./P .. G.B./P. EXPO?ED Ac;oustical Material :--....-· 107 LOSTCHILl;>REN CARPET R.B. G.B./P. G.B./P. G:B./P. G.B./P. A.C.T. ** 108 CORRIDOR V.T. R:B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Props --.. ~· 1()9 UNISEX TOILET C.T. c.'r. G.B./P./CT* G.B./P./CT* G_.B./P./CT* G.B./P./CT* G.B./P. *C.T'.7'HIGH Pps. 110 1,0BBY ·cARP!ff R.B. G.B./P. G.B./P. G.B./P. G.B./P. A.C.T. Aco·ustical Tile ,-,~_ .... ,. \< 'r. .. ~" < 111 RECEPTION AREA CJ\RPET R.B. G.B./P. <;;.B./P. G.B./P. G.B./P. A.C.T. A.CT COMPONEN.T NUMBER & ID: B-219 C L U S TE R : SEASONAL EXHIBIT D W G. N·o.: A257 Stucco Plaster 101 EXHIBIT PLYWOOD GLASS/P. GLASS/P. GLASS/P. GLASS/P. G.B./P. S,P. Rubber Base R.B. Fiber glass Reinforcerd Panel F.R.P. Wood W.D. Cement Plaster C.P. Wood Lattice W.L. ' Finish Schedule page 3 of 3 . .I I I I I I I I I I I I I I I I I I I CASTLE HILL DETAILS. 03 DECEMBER 1997 -. FINAL SET • STUDIO~ . II Hellmuth ~ Obata + Kassabaum, Inc. ILi :& ::, ... 0 > CASTLE HILL I I I I I I I I I I I I I I- I I I I I 4Xl2 REDV'-IOOD TRIM BEYOND V'-IA TERPROOF DEGK GOATING SYSTEM REDV'-IOOD.POST ·----~ SEE G-321 PLYV'!OOD SUBFLOORING SLOPE TO DRAIN V'-IOOD SPAGER ----'- 4Xl2 REDV'-IOOD ---- TRIM 1/2 II GEMENT ---,-~;,-L-W!!t.:::J BOARD SHEATHING ,, V'!/ CEMENT PLASTER. PAINTED, COLOR TO MATCH V'-100D STAIN SLOPE I I V'-100D BLOCK I NG -. --1---,..---,..'-f---+-ll-,-r-'i-'-- . SEE STRUCT. DV'!G. MTL. CORNER BEAD---'-------I IW \ \ \ V'!OOD BEAM ------'-----: <(\!) ___ _,,,_ LL I SEE STRUCT. DV'-IG. 1 Z C) I<(. Zl(t C) I _D -1 V'!OOD BRACKET-----'---I-1 It STAIN AS SPECIFIED ~: ~ {t I<( D: :S: t BALC-ONY FLOOR LEGOL:JD C. A ·R L ~ B A 'D . SCALE, 3• • 1•-0• ~ S!UDI05 II Hellmuth Obata + Kassabaum, Inc. Revisions Issued: /2. .oe, • #/7 ------~------~-.':: \ -- Cluster: Component: C 250 Detail Number 101 ID: 00 .----------------,' EXTRUDED ALUM. THRESHOLD THEMED V'!D. DOOR V'!OOD JAMB--------__,,, THEMED GMT. PLSTR. ----~ PL YV'!OOD SUBFLOOR -----. V'!A TERPROOF DEGK ------ GOA Tl NG SYSTEM 4Xl2 V'!D. TRIM----~ BEYOND· V'!D. BEAM ---"--- SEE STRUGT. DV'!GS. V'!OOD BLOGKING 1/2 " GEMENT ---1----. BOARD SHEATHING V'!/ GEMENT PLASTER. PAINTED, GO LOR TO MA TGH V'!OOD STAIN 2" THEMED---------- PLASTER PAPER V'!/ OUTSIDE MTL. LATH A TT AGHED TO PL YV'!D. SHEATHING I I I I I GYP.BOARD------------- Ill LEGOLAND GARL.38At:> BALCONY FLOOR SCALE, 3• • 11-0• ~ SIUOI05 II Hellmuth Obata+ Kassabaum, Inc. Revisions luued: f -o • 1 Cluster: Component: ID: C 250 00 Detall Number 102 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ii I I I I 2". ANTI-SLjP SAFETY TREAD (YELLO~ GOLOR) 'i;> <;;J = i- 1/2" MAX. RADIUS t> '-1 . "1 t> "']. t> v'"'J <::J 'i;> "1 I" MAX. ·*· C-21753 . . \ I ' 1rJl\~,q-~~~~~Y ·ANTI-SL·IP NOS.ING DTL.·. @ CONC. TREAD~ LEGOLAID CARL..lBA'D SCALE, 3• • 1·-0· ~ S!UDI05 II Hellmuth Obata+ · Kassabaum, Inc. Revisions Cluster: Component: ID: C 250 00 DecallNumber 103 E . l! .-------------___,I I 1/4" STEEL HANDRAIL ,,--~:--t--+--STEEL STRINGER -OJ I -N CHANEL 3/16" CHECKERED PLATE TREAD TYPE 2" COLOR STRIP TAPE OR PAINT PER A.D.A. @ EACH NOSE 12 GA. RISER PLATE '----++---+---STEEL ANGLE CARRIERS )!'{ELD TO STL. STRINGERS AND TREADS STEEL ST AIR DTL . Ill LEGOLAND CARL..3BAP SCALE, 3• • 1·-0· ~ SIUOI05 II Hellmuth Obata + Kassabaum, Inc. Revisions Cluster: Component: ID: C 250 00 Issued: '2 ·o?>-Detail Number 104 I I I I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I I I -OJ I N SMOOTH FINISH AREA SEE G-266-2 HANDRAIL--- / ./ / / / / / PL Yv"IOOD TREAD ---'- ~ RISER v"IOOD STRINGER I I 11 / / WOOD ST AIR DTL . . SCALEi 3•· • 1•-0• ~ SIUOIO§ Revisions ' LEGOLA D Ill Hellmuth Obata + C A R L -' B A t> Kassabaum, Inc. lssuad: IZ•D!J •'f / / BLOGKING :;;ET. GARR I AGES -r- Cluster: Component: C 250 Detail Number 105 ID: 00 ~ 1/8" EXTERIOR CEMENT PLASTER OVER MET AL LA TH 4 BUILDING PAPER 1/2" PL YV'lOOD 2 "X_ REDV'lOOD TRIM, STAINED 4 SEALED N ......... BACKER ROD 4-~ SEALANT _/ ADJACENT PAVING MATERIAL PER LANDSCAPE DV'lG'S EXPANSION JOINT • I • I I • I L'.l 4 <1111 / I \d 4 L'.l <1 <1 ----5/8" GYP. BD. ------METAL STUDS 4 4 4 BATT INSULATION (RI I @ V'lALLS) JJ1--T----2x NAILER C.I.P. ,---FLEXIBLE SEALANT 4 4 LJ <1 <1 <1 4 1/2" @ 4" STUD 6 1/2'@ 6" STUD BASE DETAIL SCALE, 3"•1'•0" '1 Revillon1 Cluster: Component: ID: ~ SIUOI05 C 000 00 LEGOLA D II Hellmuth Obata+ 150 C, AR L-3 BAD Kassabaum, Inc. Issued: 10-17-97 Detall Nurnbar 1z.-oa47 I I I I I I I Ii I I I I I I I I I I I I I I I I I I I I I I I I -I I I I I I I 1/8" EXTERIOR CEMENT PLASTER OVER MET AL LA TH ~ BUILDING PAPER 11~1----5/8" VtR. GYP. BD. 1/2" PL YV'{OOD----~-11 2x NAILER G.I.P.--~-+-,.1 '~-THINSET CERAMIC TILE ~~-tfb,i--METAL STUDS 2"X_ RED~OOD TRIM, STAINED 4 SEALED BACKER ROD 4------- SEALANT ADJACENT PAVING-'--. -~<Z -·· MATERIAL PER ~ LANDSCAPE D~G'S EXPANSION JOINT·----------J 4 4 4 LI <I 4 <I <I <I 4 <I 4 4 <I <I 4 BATT INSULATION (RI I @ ~ALLS) FLEXIBLE SEALANT " 4 4 <I Ll <I 4 BASE -DETAIL Ill LEGOLAND C.ARL-'BA'D 8CALE, 3"•1'-0" ~ SIUDIO§ II Hellmuth Ohata+ Kassabaum, Inc. Revilion1 Cluster: Component: C 000 laued: 10-17-97 Detail Number 151 ID: 00 PUBLIC SIDE RIDE OPERATOR SIDE " I . / I / I· 1/8" EXTERIOR / I CEMENT PLASTER / / I. / I • OVER MET AL LA TH 4 / / I. BUILDING EA. SIDE .. " METAL STUDS " " " 1/211 PLYV'iOOD EA. SIDE " " " " " 2x NAILER C.I.P . . I <1/jl ~ I I fl PLASTER CASING 2X4 REDV'iOOD TRIM, STAINED BEAD ~ 4 SEALANT Y'l/ BOND N BREAKER ........_ ~ 4 4 <1 4 ~ BACKER ROD 4 4 <1 <1 SEALANT _/ 4 ADJACENT PAVING ~ MATERIAL PER <1 5" LANDSCAPE DY'lG'S EXPANSION JOINT BASE DETAIL SCALE, 3•,1•-0• ll------------~------...--------,------------J Revisions Cluster: Component: ID: ! LEGOL:JD II~;;~.. C 348 46 I G A R L -' B A t) Kassabaum, Inc, oea11 Number 15 2 Jo i__ __________ .J...._ ______ i.:;:l•:::.ued:::.::..!..:/t.~·-=0:...1.-· L.LJ... ________ __, I I I I I I I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I • I ! ; . 1/2" GYP. 5HEATHING-----~----;-,1tH+;-----=--s~ OR PLY~OOD METAL STUDS 4 RI!---------~ BATT INSULATION CONC.CURB------------- REF. STRUCT. D~G1S THINSET CERAMIC TILE------_,, FLEXIBLE SEALANT----------c1 2x NAILER C.I.P. ~----'---------' <J <J .d GALVANIZED SILL SCREED _,,___.d _____ t---:-'.d ,1 <J 4 <J ADJACENT PAVING MATt..,...., -----------~ REF. LANDSCAPE D~G1S EXPANSION JOINT LEGOLAID C.ARL-'BAP <J 4 1/2"@ 4 11 STUD 6 1/2 11 @ 6 11 STUD BASE DETAIL SCALE, 3"•1'-0" ~ STUQIO~ II Hellmuth Obata + Kassabaum, Inc. ' ' ,,c.., Revisions < Cluster: Component: C 000 Detall Number 153 ID: 00 e . ~ \!) \.f) D z 0 _J ID I-\.) ill ill ill \.f) \.f) I 2" THEMED PLASTER . I . . •• ·1 OVER MET AL LA TH ~ • • • I BUILDING PAPER I ... I .. . . I METAL STUDS • I I /2" PL Y~OOD . .. • • • I • : •• I .. I .... • I . I .. I ; I MET AL CASING . .. I BEAD • • •• I . I - BACKER ROD ~ -- SEALANT _/ 1 £1 ADJACENT PAVING MATERIAL PER LANDSCAPE D~G'S EXPANSION JOINT " / / / / / / / / / " " " " " " " " " <l/1\ I I fl <!'.) <l £1 £1 <l £1 <l £1 < BASE DE-TAIL SCALE, S"•1'-0" Revision• '1 ~ SIUOI05 LEGOLA D II Hellmuth Obata + GARL.3BAP Kassabaum, Inc. l11uecl: 10-17-97 12.-~-~11 <J £1 LI <7 .!'.) Cluster: Component: ID: C 000 00 Detail Number 154 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I E . "' " .i .I " I " " I 1 /811 EXTERIOR CEMENT PLASTER OVER ---"----i •• I I METAL LATH ·4 BUILDING PAPER 'I •• I I METAL STUDS--~-~---'---'----t--r.tHtr- 1/2" GYP. SHEATHINr-----------,-:-flltl •' I .. I I / / OR PLY~OOD .. I / I " I " " GALVANIZED SILL SC.REED-. --,------ 4 <I SEALANT C.OMPATIBLE-~---4 ~ITH ~ATERPROOF DECK 4 COATING SYSTEM ., ~A TERPROOF DECK-----,. COATING SYSTEM C.ONC.. ROOF SLAB--------- ., .. 4 ., 4 <I 4 .. .. <I 4 BASE DETAIL SCALE, s•11'-0• ' Revilions ~ S!UDI05 LEGOLA D .Hellmuth· Ohata+ C.ARL-'BAP Kassabaum, Inc. lnued: ~ •O • " " " " " " / / / / / / " " ' " ' " /11 , 11 ~ .. <I 4 ., 4 ., .. ., Cluster: Component: ID: C 146 20 Detail Number 155 LINE OF THEMED--------~ PLASTER BEYOND BEVEL GORNER OF GONG. 1/2" GONG. Y'lALL 4 SLAB PER STRUGT. DY'lG'S Y'lA TERPROOF DEGK COATING SYSTEM SEALANT COMPATIBLE Y'llTH Y'lATERPROOF DEGK COATING SYSTEM ADJACENT Y'lALKY'lA Y PER LANDSCAPE DY'lG'S, SLOPE ~ TO DRAIN AY'lAY FROM BUILDING FLUID APPLIED Y'lATERPROOFING FROM BELOY'l <J 4 <J ,:'.'.I BASE DETAIL ICALE, 3•111-0• 'fJ Revblon1 ~ SJUDI05 LEGOLA D lill Hellmuth Obata + CARL-'BA'D Kassabaum, Inc. laued:/Z · 0 • SLOPE DOY'lN 1/4" PER FOOT <J L1 oil 4 <J £l <J <J £l L1 <J 4 <J L! Cluster: Component: C 146 Detail Numbv 156 ID: 20 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I ~ ::: ~ ~ . ~ I ~ ~ :;; I I 2" THEMED PLASTER OVER MET AL LA TH ~ BUILDING PAPER IS) w IS) Ol <( :::::, C) )-~ -I _j Ol N }:: I- X: 8 \) C) -zW <( lL Ol Ol lli Q__ Q__ ·)-w <( Ol _j <C ro > co :::::, .. Ol . . .. 11-011 METAL STUD ~ALL~/ 1/2" GYP. SHEATHING OR PLY~OOD (GMU SGREEN ~ALL GONDITION SIM.) -r-----1---LAP BUILDING PAPER OVER TOP GOURSE OF GMU ---~-+-'----2ND LAYER OF BUILDING PAPER 1.:.APPED UNDER IS T ,i--,--ftfflili,.,__-::r----t---8" GMU FILLER PIEGES iii.,. - ., 4 " ., " 4., " ., " 4 <1 ., " TO GIVE ROUGH SHAPE, BY THEMED PLASTER INSTALLER .,,----GONG. FOOTING BY THEMED .. 4 ., PLASTER INSTALLER (OR ADJAGENT PAVING IF , OGGURS) ---GONG. V'iALL ~ ROOF SLAB ., AT RUINED TURRET (FOOTING ~ FLOOR SLAB AT SIM. GONDITIONS) '---------------ADJAGENT GRADE OR PAVING PER LANDSGAPE DV'iG1S, SLOPE AV'iAY FROM ~ALL 2% MIN. STONE RUBBLE BASE DETAIL SCALE, 1•1/2'"1'-0" ~ Cluster: Component: ID: 'fJ ~ SIUDIO~ C 000 00 LEGOLA-D .Hellmuth Ohata+ 157 G A R L -' BAP Kassabaum, Inc. laued:/,Z ·D • Deall Number I I I )' I, I / STORAGE KITCHEN SIDE "' ROOM I "' SIDE "' MET AL STUDS "' / I 6X6 CERAMIC-TILE / I / / 5/8" YtR. GYP. 5D. I "" "" "" "' I <I I 4 2x PRESSURE TREATED NAILER G-.1.P. ~ THINSET CERAMIC-TILE LI I 4 4 <I I 4 <I <I I FLEXIBLE SEALANT <I 4 <I <I 4 4 4 I LI <I 4 LI <I <I I E I ~ . ~ ~ ~ BASE DETAIL I ~ SCALE, 3"•1'-0" ~ Revisions Cluster: Component: ID: ,J ~ STUDI05 C 000 00 I LEGOLA D II Hellmuth Ohata+ 158 C.ARL--'BAt'> Kassabaum, Inc. Detail Number I I I I I I I I I I I I I I I I I I I I i. . .. 4 11 -~. .. .. OUTLINE OF------"\ ~ CONC. CURB I;, TUBE STEEl----1 GOLUMN BASE PEK -1-¾!--+- S TRUG T. D~G 1S I I I • ,1_411 . .. , I I , -I 6 11 ~/DE FLAT-'----- CURB SURFACE I I - NOTE: SEE DETAIL C-161 FOR TYPICAL SEAT SECTION, SEE DETAIL C-162 FOR SECTION AT DRAINAGE NOTCH • - () I -N -rn I .. .. .. AROUND ENTIRE PERIMETER -1 r----. I -s:;t-- I r--:-i-- . 1-----'-----K" NOT CH IN CONG ~-..,...;...,..-____:__I -1----1,.-=____,;;.-/"l;:;" I CURB FOR I I DRAINAGE SLOPE INTERIOR CONG.CURB SURFAGE MIN. 29to--1-¾!--+- TO~ARDS DRAINAGE NOTGH \ . \ \ V 1 4 \ ~ .. -() I N • -() I -s:;t- -rn I .. -~ I I /1 ... ~co All,..~ ____ ~_A_L_K_~_A_Y'--~--'--1 D_E_+-·1 _L_A_N_O;_S_G_A_P_E __ SI D_E_~ 6~ ~:,::~·~ cJI "I' ~,>: REN. 02-98 ~~ SEAT DETAIL. -CONC. CURB PLA ~o,, :~'-'~0 SCALE, 3/4••1•-o• ' ' I -~ STUDIO~ Revisions Cluster: Component: ID: C 249 20 LEGOLA D II Hellmuth Ohata+ 160 GARL-'BAt:> · Kassabaum, Inc. Issued: /Z. • 0~ • '11 Detail Number I I I I I I I I I I I I I I I I ~ ~ ' ! I i ~ ' I t ~ ;; ;!- ~ J, -I COLUMN BEYOND-----~-- 1 -~ j ~ I -- • 2x6 REDV'{OOD SEAT TOP,-+-----~ 1/4 11 GAP BETY'lEEN EA BOARD TYP. ROUND EDGES OF SEAT TOP TYP. 2x8 REDY'lOOD RIPPED TO FIT 2x6 TREATED Y'lOOD FRAMING, STUDS @ 16 11 O.C. TYP. (2 LAYERS 3/411 SHAPED PL YY'lOOD TOP 4 BOTTOM PLATES@ CURVED ENDS Of SEAT) lx6 VERTICAL REDY'lOOD SIDING, l/811 GAP BETV'{EEN BOARDS TYP. 1/8" FURRING CHANNEL V'{/ PNEUMATIC FASTENERS BACKER ROD 4 SEALANT ~ <I SLOPE INTERIOR CONG. CURB SURFACE .2% MIN. a PER PLAN DETAIL C-16O FOR DETAIL AT DRAINAGE NOTCH ~ <I a I I l.11 I I :t I I I I ~ I I a I <I a <I I SEAT DETAIL SCALE, a••1'-0• ' ~ SIUDI05 Revisions LEGOLA D Ill Hellmuth Ohata+ C.ARL-'BAi:> Kassabaum, Inc. l11uecl: /2 · 0 • '71 Ouster: C 2x4 HORIZONTAL BRACE@ 16 11 O.C. TYP. Component: ID: 249 20 Decall Number 161 E n . ~ OUTLINE OF GOLUMN BEYOND-----~ SEE DETAIL G-162 FOR TYPIGAL-___,, SEAT GONSTRUGTION DETAIL SLOPE INTERIOR GONG. GURB------~ SURFAGE MIN 2% TOl"iARDS DRAINAGE NOTGH PER DETAIL G-16O 4" V>ilDE DRAINAGE NOTGH-----~ REDV>iOOD FILLER PIEGE 4--------. EA SIDE OF NOTGH 4" V>ilDE NOTGH IN REDV>iOOD · SIDING FOR DRAINAGE, SEE DETAIL G-16O FOR LOGATION Nt 4 <J <J 4 4 4 41 ~ 4 I <114 I .!'.I <J I <J SEAT DETAIL @ DRAINAGE NOTC SCALE, 3•11•-o• 4 <J <J ~L-------------------..-------.------------1 Revisions Clumr: Component: ID: l Ill ij) SIUOIO~ C 249 l L---~_!_6 _R_ 0_L_~_A_B_~N_A_~ __ J....ll __ ~_::lm_~_:~_um_,_1n_c.-='·=ued=:~IZ.:....·~:....:!,__-.L.!1i....l.-_0_ea1_1 N_u_m11er __ 1_6_2 _ ____,J 20 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . Ml;:TAL EDGE BEAD--~ - AND SEALANT EA. SIDE BAGKER ROD -~ AND SEALANT' EA. SIDE THEMED ----, Y'iOOD DOOR t rn z }:: rn 5 11 X6 11 J.1'{00D JAMB J.1'{000 SH IM MET AL STUDS---- 211 THEMED PLASTER EA. SIDE, PAPER J.I'{/ MTL. LA TH ATT AC.HED TO PL YJ.l'{OOD SHEATHING EAGH SIDE : · .. · .. OUTSIDE .... z C) I I-I- I-D [t ~ <( Q_ ... I' : ... · ··:· .. ·.· . OUTSIDE EXT. WOOD. DOOR FRAME @ SCALE, 3• • 1'•0• I ~ SIUDIO; Revisions -Cluster: Component: C 250 LEGOLA D Iii Hellmuth Obata+· 301 CA R L -' B A D Kassabaum, Inc. Datail Number . ID: 00 .----------------,1 -N rn 2" THEMED PLASTER ------, EA. SIDE, PAPER~/ MTL. LATH ATTACHED TO PL Y~OOD SHEATHING MET AL EDGE BEAD ----, AND SEALANT EA. SIDE BACKER ROD --- AND SEALANT THEMED ---. ~OOD DOOR 5X6 ~OOD JAMB ~OOD SHIM 2X4 ~OOD CASING METAL STUDS----__, PL Y~OOD SHEATHING (SCENIC TREATMENT TO BE APPLIED O.F.O:I.) INSID:- z C) 1~~ I <( a I Q_ s: INSIDE INT. WOOD. DOOR FRAME @ JAMB SCALE, a• • 1'-o• Revisions Cluster: Component: ID: i ~l-----------r---------r---::-:-:-:-:----r-::::-:=:=----::=:::::----;~ g ~ ;/. i ;; l· • , ~ LEGOLA D C A L -' ~ SIUDIO§ C 250 00 Ill Hellmuth Obata + 302 R BA t:i Kassabaum, Inc. Issued: ft -I~ -'1 Detail Number >L_ _________ L__ _____ .i.::.:.::;~:..._=:_~_i__------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. I I ! :11 .. ~ I ~ I I 2" THEMED PLASTER--- EA. SIDE, PAPER V'l/ MTL. LA TH A TT ACHED TO PLYV'iOOD SHEATHING MTL. EDGE BEAD-~~ AND SEALANT EA. SIDE BACKER ROD AND. SEALANT t THEMED rn Y'lOOD CO DOOR , -N .......... (() 5X6 V'IOOD JAMB. 2X4 V'IOOD CASING V'iOOD SHIM _ __, CORNER BEAD METAL STUDS-~--.J 5/8" GYPSUM SHEATHING EXT. WO.OD. DOOR FRAME @ SCALE, 3" • 1'•0" LEGOLA"fjD C.ARL~BA'D OUTSIDE -· ·. -... .. INSIDE Cluster: Component: C 250 Decall Number 303 ID: 00· ~----------------------------, = N MET AL EDGE BEAD AND SEALANT EA. SIDE BACKER ROD AND SEALANT EA. SIDE THEHED V'lOOD DOOR -........ rn = N 5X6 V'lOOD JAMB V'lOOD SHIM METAL STUDS 2" THEMED PLASTER EA. SIDE, PAPER V'I/ MTL. LATH ATTACHED TO PLYV'lOOD SHEATHING EA. SIDE Ill LEGOLAND ~ SIUDIO~ II Hellmuth · Obata+ Kassabaum, Inc. CARL~BAt:> OUTS ID:- .... ·. ... . . -~ . •.. . ... . . . ;_·. ·.·.. ·· .. ··.; i I I ! z I () ~ I I I-I- I-D D:'.'. s: <( Q_ INSIDE Revisions Cluster: Cc;,mponent: ID: C 250 00 Detail Number 304 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -~ rn -N INLAID ~OOD --------. BASE BELO~ 1/8" GEMENT PLASTER..,,_--~ INLAID 2X4 RED~OOD TRIM BAGKER ROD AND SEALANT EA. SIDE 3/4" I THEMED Y'lOOD DOOR Y'l/ GLAZING 5X6 ~OOD JAM.B ~OOD SHIM 2X4 RED~OOD TRIM METAL STUDS ___ __, TEXTURED PLAS1ER INLAID RED~OOD ----~- BASE BELO~ OUTSIDE , D I :::) I I-t ~ \S) I _J I I-I L i_.,..__ INSIDE z ()I 1--I- I--D It ~ <( 0... EXT. WD. DOOR FRAME @_·. INN F.O.H. JAMB SCALE, a··. 1'-o· LEGOL:JD Revisions Cluster: Component: ID: ~ $1UOIO§ C 249 00 Ill Hellmuth Obata + 305 C A R L -' BAD Kassabaum, Inc. luued: 1,. •O ~q Detail Number ~- r- TEXTURED PLASTER-----~ INLAID 2X6 -----, REDV'{OOD TRIM CAULKING AS REQUIRED THEMED-~ ~OOD DOOR ~/ GLAZING V'iOOD SH IM 2X4 V'{OOD TRIM _ __, METAL STUDS ____ ....., 5/8" GYPSUM BOARD TYPE X INSIDE J " .1 ~ z D C) I :::> I-! I-I r~ IJ) I-I- {t D _j <( :s: i I-{L I 2: I . ~ • .. INSIDE :* C-21753 * INT. WD. DOOR FRAME @ JAMB/HEADER LEGOLA'fto CARL-'BAt:> SCALE, a• • 1•-0• ~ SJUDIOg LU Hellmuth Obata + Kassabaum, Inc. Revisions Cluster: Component: ID: C 249 00 Detail Number 306 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1/8" C-EMEN'T PLASTER ---___, = °'\f"" '--rn rn = N '-- rn INLAID 2X6 Y'lOOD TRIM BEYOND GALV. MTL. FLASHING ----- @ HEADER ONLY INLAID 2X6 REDY'lOOD TRIM SEALANT------ I ':I - THEMED Y'lOOD DOOR 2X8 REDY'lD. JAMB Y'lOOD SHIM MET AL STUDS-· -~ 2X4 Y'lOOD TRIM SEE 800 SERIES DY'lGS. 5/8" GYPSUM BOARD TYPE X ' . EXT. WD. _DOOR FRAME @ LEGOL:JD GARL.lBAD S~ALE, 3' • 1'•0' - ~ mor'og II Hellmuth Obata+ Kassabaum, Inc. Revisions OUTSIDE z D () =:) I--I--I = u) 1-1-~ . lt D _J 4'.: -I-{L :s:: L INSIDE Cluster: Component: ID: C 249 00 Detail Number 307 5ii l ,.-.--,-----HTL. STUD ----ROLL-UP DOOR AS PER HANUFAGTURE_R ~------TUBE STL. AS PER STRUG TURAL ,---;,----GUIDE DTL. AS PER HANUFAGTURER • (3 w (3 w . ... ... ~~~-BACKER ROD AND SEALANT HTL. STUD l-~~~~-==~=DLCJ-HET AL ANGLE SEE STRUCTURAL DRAV'ilNGS '--+--+------ll---'-----+--2 X_ RED V'iOOD f IN. 6 1/4" , Jl'i/ HITER JOINTS CLR. @ GORNERS. COUNTER-SUNK SCREV'iS TO STEEL STUDS PAINT AS SPECIFIED COLUMN DTL. @ RETAIL ROLL UP DOOR SCALE, 3•,1•-0• ~ SIUOI05 ReYl1ion1 Clusten Component C 250 I LEGOLA D .Hellmuth Obata+ 308 CARL~BAP Kassabaum, Inc. luued: -Det:all Number ID: I I I I I I I I I I I I I I I I I ,, I I I I I I I I I I I I I I I I I I I I g ~ ,----------+----~-2X_ REDJ/'iOOD FIN. ® i I Jl'i/ MITER JO I NTS @ GORNERS. COUNTER-SUNK SGREJ/'iS TO STEEL STUDS PAINT AS SPECIFIED r-~--'----~MTL. STUD ,---~·'----TUBE STL. AS PER STRUCTURAL ,___,1-----'--GUIDE DTL. "'" ~-· \ AS PER MANUF AG TURER ,, ?]\_ ROLL-UP DOOR AS (3 w (3 w PER MANUFACTURER ~~~y~~ BACKER ROD AND SEALANT ~+,..<::::C-+--'---MET AL ANGLE -i=-,-,o6j-S-EE--STR-UG T-URA-L DRAV'ilNGS ~----------'-----t,,'---:::,,'t--MOISTURE BARRI ER r-1-,_.-,::;-1---MTL. STUD V'iD. BLOCK I NG ALIGN INSIDE 1/2 J/'iD. TRIM 2X4 V'iOOD--1 L'._L__....11---..;_ TRIM I I V'iOOD SH IM -:t rn I OUTSIDE .I I i ---4X6 V'iOOD JAMB -------THEMED DOOR PLAN DTL. @ RETAIL. THEME DOOR 1 ' ~ STUDIO~ Revisi~ns Cluster: Component: C 250 LEGOLA D Iii Hellmuth Obata + 309 GAR L ~ B Ao Kassabaum, Inc. Detail Number ID: OUTSIDE=@ ~I 4X6 rn ' ------V'lOOD D00~ ~-2X_REDV'lOOD FIN. REDV'lOOD JAMB ~+----t-t-:rt-t-I V'l/ MITER JOINTS 2"X6" V'lOOD -- TRIM G w G w , , . I , 1------"-~ I / @ GORNERS. GOUNTER-SJN< SGREV'lS TO STEEL STUDS PAINT AS SPEGIFIE:J !/2" V'lD. T~IM INSIDE ___,_--1+-++---MTL. STUD ---1----+11+-+1-----TUBE STL. AS 5 3/4" PER STRUGTURAL = GYPSUM SHEATHING SHEATH! G '----------------2" THEMED PLASTER I · EA. SIDE, PAPER V'l/ MTL. LATH ATTACHED TO PLYV'lOOD SHEATHING PLAN DTL. @ RETAIL THEME DOOR/WALL 1 SCALE, 3•11•-o• LEGOLATJD ~ SIUDI05 II Hellmuth ~ Obata+ ~ C A R L ~ 8 A 'D Kassabaum, Inc. 1-,u-ue-d: ~'l--t'.-·-=-cri _________ __._ _____ ___.__~~'-'-'-------- Revisions Clusten Component: C 250 ID: Detail Number 310 I I I I I I I I I i I I I I I I I I l I I I I I I I I I I I I I I I I I I I I 2" THEMED PLASTER EA. SIDE, PAPER V'i/ HTL. LATH ATTAGHED TO PLY~OOD SHEATHING EA. SIDE MET AL STUDS ---+-=-+'ftt+.-- BAGKER ROD AND SEALANT EA. SIDE HTL. EDGE BEAD --~ AND . SEALANT .' . PARTITION V'ilDTH I I. EA. SIDE ~--GURYED SHT. MTL. FLASHING-__, ~/ DRIP EDGE PAINT TO MATGH FRAME ~OOD SHIM ----....../ THEMED V'lOOD -------- NON OPERABLE PANEL A TT ACHED TO HDR. .$ JAMB ~OOD HEADER -----~ INLAID DECORATIVE ------" REDV'lOOD TRIM OUTSIDE THEMED~-,--~-,-~--'----'----- V'lOOD DO<DR \ EXT. WOOD -DOOR-. FRAME @ Ill LEGOLAND C A R L -' B A ·:c:, tlz SJUOIO~ II Hellmuth Obata-+ Kassabaum, Inc. Revisions Issued: / 2. 'O -'11 .. ,, : ! ' Y'iOOD HEADER REDV'lOOD TRIM --s;t- '--rn EL +6'-8" -s;t- MIN. Cluster: Component: C 250 Detail Number 311 ID: 00 I ,---------------------------- ~ PL Y~OOD SHEATHING------------, 1 2" THEMED PLASTER EA. SIDE, PAPER ~/ MTL. LATH ATTAGHED TO PL Y~OOD SHEATHING EA. SIDE INSULATION ~HERE OGGURS INSID.E BAGKER ROD ----1-- AND SEALANT MET AL EDGE BEAD AND SEALANT .. ~00D SHIM ----..J ~OOD JAMB----~ THEMED V'lOOD DOOR PARTITION ~IDTH I I I I I I I I I 3/4" I ---,jj_.,_ __ INSIDE I ~ :_:-~~(\'~-. \ ' I V'lOOD GASING 3 1/2" 2" . * C-21753 ·;*· I I I I I SCALE, a• • 1'-o• '1 Revisions Cluster: Component: ID: ~ SIUOI05 C 250 00 LEGOLA D Ill Hellmuth Obata+ 312 C A R L .3 B A 'D Kassabaum, Inc. Issued: (2. '0 , 1 DetallNumbar I I I I I I ·I I I I I I I I- I I I . I I 2 11 THEMED PLASTER -~ EA. SIDE, P-APER JI'!/ MTL. LATH ATTACHED TO PL YJl'IOOD SHEATHING EA. SIDE OUTSIDE PARTITION Jl'IIDTH INSULATION Jl'IHERE OCCURS -----/-,....,~-..Jl~·-=---.,--,r-- ' BACKER ROD, -. -. --,---,. ~ SEALANT MTL. EDGE BE-AD 4 SEALANT SHT. MTL. FLASHING JI'!/ DRIP EDGE PAINT TO MATCH FRAME Jl'IOOD SH IM _____ ______, J/\100D HEADER THEMED 1-"iOOD DOOR ~/ GLAZING ~00D C.ASING 3 1/2" 2" 5/8" GYPSUM SHEATHING CORNER BEAD INSIDE - E-XT·. WOOD DOOR FRAME @ HEADER LEGOL:JD C.ARL_;BAP SCAl,.E, .3' • 1'-0' tlz SIUOI05 II Hellmuth Obata+ . Kassabaum, Inc. Revisions Issued: /2 -o;-. Cluster: Component: ID: C 250 00 Datall Number 313 2" THEMED PLASTER EA. SIDE, PAPER ~/ MTL. LATH ATTACHED TO PL Y~OOD S1""1EATHING EA. SIDE INSULATION ~HERE OCCURS OUTSIDE •, BACKER ROD -----. AND SEALANT EA. SIDE. MET AL EDGE BEAD AND SEALANT EA. SIDE SHT. MTL. FLASHING---- ~/DRIP EDGE PAINT TO MATCH FRAME ~OOD SHIM -----./ ~OOD HEADER THEMED V'lOOD DOOR V'l/ GLAZING PARTITION ~IDTH INSIDE 2" EXT. WOOD DOOR FRAME @ HEADER SCALE, 3• • 1•-0• '1 ~ SIUDIOg Revisions Clu1ter: Component: ID: C 250 00 LEGOLA D Ill Hellmuth · Obata+ 314 C A R L -' BA D Kassabaum, Inc. lssuect:/'Z • Detail Number I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 TEXTURED CEMENT PLASTER INLAID ----~ DEGORATIVE REDll'lOOD BEYOND SHEET MTL. FLASHING ll'l/ DRIP EDGE PAINT TO MATGH- FRAME PARTITION ~IDTH MTL. STUD --_,...,..,...,~--1,------,-,,.,---r---.-- OUTSIDE' INSIDE INLAID 2X4 -... ----'----- REDll'lOOD TRIM METAL STUDS---- ~OOD BLOGKING -- BAGKER ROD ____ ...,..... AND SEALANT ll'lOOD SH IM ll'lOOD HEADER THEMED ~00D DOOR ~/ GLAZING 2X4 REDY'IOOD ----- TRIM S S/4" S 1/2" 2" EXT. WD . .-DOOR FRAME @ INN F.O.H. HDR. SCALE;,-3".• ·1•-0• '1 Revisions Cluster: Component: ~ SIUDI05 C 249 LEGOLA D IIIHellm~th - Obata+ 315 C.ARL~BAt> Kassabaum, Inc. Datall Number ID: 00 r----------------------------~ ----+-'-+-tr-t----DUROCK ~-R. SHcA7ri 1NG -----1/8" CEMENT PLASTcR a----MTL EDGE BEAD ~-----:>---BACKER ROD ~ SEALAN7 ~-----::::,,-j ~--~OOD SHIM ~~~;;=:;~~~~~--SEALANT ---2X6 RED~OOD TRIM __;:;,,,.,_...- ~_.____,___.::..._~~~----~60D ~INDOV'l AS PER MANUFACTURER SEE C-1II @ INN -----DUROCK ~-R. SHEATHING ~--~OOD HEADER AS PER STRUCTURAL -----MTL EDGE BEAD ~~--SHEET MTL. FLASHING __,__ BACKER ROD ~ SEALANT -----~OOD SHIM ~~~~~~~¼---SEALANT ---2X6 RED~OOD TRIM .,_,._..,j,___.._.,__~~fi--,__ ___ ~OOD ~I NDOV'l AS HEADER PER MANUFACTURER SEE C-1II @ INN OUTSIDE ~--SEALANT i-----~OOD ~INDO~ ,,-----~OOD SILL PLATE AS PER STRUCTURAL BACKER ROD $ SEALANT r-:::::.dl----SHEET MTL. FLASHING ~OOD SHIM __,, ____ SHEATHING AS PER STRUCTURAL ·. * C-21753 ·* 2X6 REDV'lOOD TRIM '.<)\\ ---.MOD ;~; MTL EDGE BEAD -?~~~., '~ : SILL· 1/8" CEMENT PLASTER ..__ ______ DUROCK ~-R. SHEATHING ~ ~ WINDOW DETAIL AT CASTLE INN TOWER SCALE, 3"•1'•0' I ~ SIUDI05 Revisions Cluster: Component: ID: C 249 00 LEGOLA D II Hellmuth Obata+ 316 CARL...)8At:> Kassabaum, Inc. Issued: 1,. • C, tJ • Detail Number I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " INSIDE PL YV'IOOD -----nil SHEATHING (SGENIG TREATMENT TO BE APPLIED O.F.O.I.) LEDGER BEAM SEE STRUGT. DRAV'IINGS \ \ I \ \ L1 <J <J <J <J OUTSIDE METAL STUD FRAMING R-11 BATT INSULATION ---1/2" PL YV'IOOD ·--1/B" EXTERIOR GEMENT PLASTER OVER METAL LATH ~ BUILDING PAPER END BEAD ----CONCRETE V'!ALL ( WALL SECTION SCALE, .3" • 1'-0" ~ L---------,-----,--'-_:_---,----lb~;--ICC;;lu;;-e;;;r:~CCoo;;;;mpo;;;;n;;,en;-t:-ICID;;-: 7 Revisions •• ~ ::: LEGOL:JD ·11til·· ;;~;~ili ' ~-C 250 00 g / e, A R L -' B A t) Kassabaum, Inc. Issued: 1. •0 .."J "L.:__~~:_:~~~=-__L=:..::=-==~~~~~U--------Detall Number 317 .------------------------------. PROFILE OF bx8------ FOR REFERENGE 5 1/4" I REDY'lOOD DIAGONAL BRAGE, STAINED / ~~ I I rn I C) I 1----1 '-011 TYPE@DIAGONAL BRAGE PROFILE OF 6x8------ FOR REFERENGE REDY'lOOD DIAGONAL: BRAGE, STAINED l'-4" / / / TT ~ I - TYPE@ DIAGONAL BRAGE DIAGONAL BRACE DETAILS SCALE, 1'•1'•0' q ~ .. 7<i! 01 -LI) ~ ~ I -u- Ill LEGOLAND ~ S!UOI05 Revisions Cluster: Component: ID: C.ARL-'BAD II Hellmuth Obata+ Kassabaum, Inc, C 249/50 00 Detail Number 318 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -N I ('() .. .. .. 4 ,-----_- ' I I 4 .. .. • .. 4 .. CUSTOM MIL..L..1/'!0RK COUNTER TOP v'-l/ FIN. AS SCHEDULED KITCHEN EQUIP. BY OTHERS SUPPORT BRACKETS ~/ FIN. SEE 800 SERIES DRAY'ilNGS. -~Ht---,-----H!Hr','~--'-"PONY v'-!ALL II 4 .. 4 .. 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I 4 I 4 I I I 4" METAL STUDS ~ GYP. BOARD BAC,KING --.2 II THEMED C,EMENT PLASTER,PAPER Y'i/ MET AL LA TH_ 1~,..;..+---1/2" PL YY'iOOD 0 -----MET AL EDGE BEAD .. 4 .. _J . 4 .. ----~·-----¼-.. 4 .. 4 . . SECTIO-N-@ ICE CREAM FIN. FLR. L VL. CHANGE . ~ S!UOIO~ II-Hellmuth Obata+ Kassabaum, Inc. llliued: 12-03-97 Cllllten Component: ID: C 250 00 Detall Number 319 § ~ I I I ~---GONGEALED JOINTS@ NORTH 1; SOUTH SIDE OF GOLS. 4" METAL STUDS 4" TUBE STL. GOLUMN ~-FRP SGENIGALL Y PAINTED THEMED COLUMN DTL. SCALI!, 3' • 1"•0' ~1-------------.-----:------.-----,----::---~--=--::=:--, C Revisions Cluster: Component: ID: 0 ~ t :;. ~ , ~ LEGOLA D L -' ~ SIUOID5 C 250 00 Obata + ;,.L___ __________ --1... ______ _.i.;:=~'--"'-L.+...J.---------- II Hellmuth 320 C A R BA P Kassabaum, Inc. Issued: '2. •(') • D•t:allNumbar I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ X REDJ/'!OOD FINISH HANDRAIL 4X4 REDJ/'!OOD ----~- TOP RAIL -- 3X4 REDJ/'!OOD --~ VERTICAL RAIL 6X6 REDJ/'!OOD -- POST (BALUSTER) 4X4 REDJ/'!OOD -- BOTTOM RAIL BALCONY _DETAIL SCALE, 1 112• • 1•-0• L ______ ..:.._ __ -r------~--.-----,-:-----'-------::---:----=--J Revisions Cluster: Component: ID: LEGOL:JD C.ARL-'~AP ~ sm10g_ C 250 00 .Hellmuth Obata + 321 Kassabaum, Inc. lnued: Z.-, Detail Number ,--------------------------------, 1/8" METAL GAP 1 3/4" 2" EYE BOLT ---- ELEVATION 1 3/4" 1/2" LA6 BOLT----... ....,.,.__ __ ---..,,._ 1/8" METAL GAP 8X8 REDJ/'.!OOD POST SECTION . . WOOD POST @ QUEUE DTL. Ill LEGOLAND CARL-'BAD SCALE, 1 112• • 1•-0• ~ SIUDIOE Ill Hellmuth Obata + Kassabaum, Inc. Revisions Cluster: Component: C 250 Issued: /Z ·O .q Detail Number 322 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -1 • .,,.-·.-'u:I~-,-~ r---rr---... · .. ;_~u-•.,:. -: ,:• MTL. STUD---~--------+,-,·~.:~-~-·~--::·:·;.'}·! !GE $ ~ATER SHIELD APPLIED OVER SHEATHING :\_'/:( •.. ·· r :·-·.:· .. :: :,·_ _J ::"--.:>::· • <( LL -\ ::~:--f Jt· _J : .. ~···:.·· · T......._~-,.-L 1-a 1.5) 2" THEMED ~~-·-:1 ~ ~ ll.~ <(~ GEMENT PLASTER L PAPER ~/ MTL. LATH · 'f -=><(it It K.::~.:.-~ ~ L \) w ID ATT AC.HED TO PL Y~OOD SLOPE ~)·-:·/ i" z ~ ~ ~ ~~:~;~I~ Y~O(?D -. ---...__'-;t/;;-:\/)f} . LI-S: L SEE C.-A400'S FQR -i;{i ;..-.,"" ... '!'!'·-:-:. NI GHE DI MENIONS :>~·./~1U-lmtl:J.l-tl.l.H;fIBH-H:!IB!Hf1 , •••• :;""'• lmuttll-l-l-0-l-li !GE $ ~ATER SHIELD :::·~:< "'.. . ... :·-: ... •·· t ·' •. -~"' ... .· .... :., .. --= :· i.,, ..... .... ... .. ,. ... ~ :· .· . .... ; :· ::., . ; · .. :1 ·: ', ·-~:: • #o:: ,. ·:-~ ;,; .. .,. :~?f :t1tHJi:!J~:t::;t:'F{\2/t'..:f ~I V ',-.. ' I I I• I I I I I I I I 2" THEMED ----------+' : : : I I I GEMENT PLASTER i i i I 'I I SLOPE TO' DRAIN I I I GURVED ARG-::--_.,;_-'------"7·"-U GURVED PL Y~OOD BEYOND TYPICAL NICHE HEADER Ill LEGOLAND C.ARL.3BAP SCALE, 3'• 1'•0' ~ S-IUOI05 II Hellmuth Obata+ Kassabaum, Inc. Revisions · r' I Cluster: Component: ID: C 250 00 Detail Number 323 .--------------------------------~ ~ 0 IGE .$ ~ATER SHIELD APPLIED OVER SHEATHING 2" THEMED GEMENT PLASTER PL Y~OOD SHEATHING SLOPED-TO DRAIN ~OOD BLOCKING MTL. ANGLE ATTACHED TO STUD ~ PLY~OOD 2" THEMED GEMENT PLASTER SLOPE TO DRAIN PLY~OOD SHEATHING I I I I I ' • •".a .. •.:.' ... "" : .. :; ... · .. . ' , ..... . •.. . ... . ....... TYPICAL NICHE SILL DETAIL SCALE, 3°• 1'•0" '*· C-21753 ~1-------------.--------,-------.----------1 o f ,~J,ij Revisions Cluster: Component: ID: t ~ SIUDID5 C 250 00 ; LEGOLA D II ~:~:~h ~ C, A R L -' B A t> Kassabaum, Inc. 0~•1 Num~--3 24 -'-------------~------.i.::'•~sued;;.;:.;.L: ll:-.·~D::z.:·-1+-..1..--.... __ --_____ __. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --- 'l-41----'----·2" THEMED PLASTER EA. SIDE, PAPER V'I/ MTL. LATH ATTAGHED TO PLYV'IOOD SHEATHING EAGH SIDE V'IOOD I MET AL FURRING ~.,__.~:--.:+--~-~IGE e V'IATER SHIELD APPLIED OVER SHEATHING @ ALL THEMED GEMENT PLASTER SLOPED SURFAGES DRIP V'IHERE IT OGGURS r----+l-l~~ ........... --4---~----''---2" GONG RE TE GURB TYP. \.. ~ @ THEMED BASE ONLY SEE G-A421 ct G-A428 MET AL EDGE BEAD SACKER ROD AND SEALANT SEE LANDSCAPE ARCH. DRAV'IINGS 2% MIN. SLOPE AV'IAY FROM BUILDIN "-----'--BACKER ROD AND SEALANT "'-'-----GOMPRESS FILLER · TYP. THEMED CEMENT PLASTER BASE DTL. SCALE, ~·• 1'•0• '1 ~ SIUOI05 Revisions Cluster: Component: ID: C 250 00 LEGOLA D .Hellmuth Obata+ 325 G A R L.3BAD Kassabaum, Inc. Datall Number .---------------' 1/2" GEMENT BOARD SHEATHING ' I I • • I I I • I . ' ' ' ~----1/8'' EXTERIOR GcMENT P:..ASTER OVER METAL LATH ~ BUILDING PAPER, 1/2" PL. YY'1OOD, EA SiDi: IMi-....+----PL YY'1OOD PER STRUGT. DY'1G'S >----BEAM, JOISTS AND STUDS AS PER STRUGTURAL METAL FLASHING PAINT GOLOR TO MATGH ¥"1OOD STAIN 2Xl2 REDV'1OOD FINISH TRIM ..__ ____ 12Xl2 REDY'1OOD GOLUMN TOP o·F COLUMN DTL. @ INN TOWER SCALE, 3'•1'·0' ~ ~:; .. 1--------------,.--------,------r---------,--D•,--j -Revisions Cluster: Component: ~,. ~ SIUOI05 C 249 00 ; LEGOLA D IIHellmuth ~ C. A R L ... B A .,...,, Obata + 3 2 6 ~ L_ _____ .J ____ -_ ___J_ ___ Ka_ss_ah_a_um_,_1n_c • .....l.!::1ss::::ued:=::..!.!/2-::::....·0::.;!:_·J.-.L...L--D-etal_l_N_um_be_r ____ __. I I I I I I I I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I PcfAIL ~ ~7E ~ LIFT-LlF ~1---ltEK µQ6cA.J..E Revisions . . '1 ~ STUDI05 LEGOLA. D .Hellmuth Obata+ C. A R L -' BA 'D Kassabaum, Inc. ,laued: Z ~ • .... :~ - Clutter: Componenc ID: C 260 e,z_ DecallNumber 3:30 I I I I I I I I I I I I I I I I I I I Ill LE·GOLAN·o C.ARL-'BA'D ra;; Revblona ~ S!UDI05 . ' · 1 ·11 Hellmuth r-----+--1 _ _J Obata+ r-t----l-----_j Ku1abaum,Jnc. . . . t-,ed:/Z ,f) - I I Cluster: Componenc ID: C -Z.5o 6Z Ill LE·GOLAND C.ARL.!liBAt:> .... I tm STUDI05 I Cluster: Componant: ID: f------, Ravlslon1 II Hellmuth Obata+ Kuaabaum, Inc. 1--_,au_ed:.....,./'Z-:::--•O:-:::-~~-'f::-1 C --zso I I I I I I I I I I I I I I I I I I I '·. ·.:· -,-----5ol.lD 6U~FACe kAll:=~\AL Ccu,,.rn::fi:::r of' ---Pt<:.\f" c!i'~e ~-,----. TueMeD F.LA'S-reR., ~-_ ~C_-.o_u_N_1c ___ · _"-n_o_f' ___ @_F_~ __ T \J HALF 'FLJLL ~IZe LEGOLA'1o C.ARL-'BAt> I - I tis STUOJ05 Iii Hellmuth Obata+ Kauabaum,.lnc. l -1;: _, ',. :... 1_' ,·,, \ Revisions Cluster: Component: ID: C '2.So f:>Z. 1/8" EXT. GEMENT-------+-+ PLAS TER OVER MET AL LA TH 4 BLDG. PAPER PREFORMED METAL----- FLASHING AT HORIZONTAL GONDITIONS, PAINTED TO MATGH TRIM STAINED 4 SEALED---- REDV'iOOD TRIM SET OVER SGRATGH 4 BROV'iN GO A TS MET AL STUDS 4 RI I -------1----Hl-.i--++-1--1-H-----.... BATT INSULATION INTERIOR Fl NI SH PER SGHEDULE --t-++h-H+1-H1-----__::~-----.,,,""-l-l-t1- TYP. HORIZ./VERT. TRIM DETAIL •1 LEGOLAND C.ARL-'BA'P SCALE, HALF ~ S!UDI05 II Hellmuth Obata+ Kassabaum, Inc. Revision• Clulter: Component: ID: C 000 00 laued: It·~· Detail Number 350 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I /. ~-DOOR EA.-SIDE, S~I;: DOOR -~ir!!==~=== SC.HEDULE ~ FLOOR PLANS I I FOR Sr'll NGS ==1 ;:::: = IHll-----'----TUBE STEEL REINFORC.IN6 AS REQ'D •-------~ HOLLO~ tv1ETAL FRAtv1E, PAINTED EXT. 'HOLLOW METAL ·DOOR FRAME . AT INTERMEDIATE CO-NDITION Revisions austtir: Component: ID: LEGOL:JD ~ STUDIO~ C 000 00 GARL-'BA:P II Hellmuth . Obata+ Kassabaqm, Inc. Issued: 10-i7-97 Detail Number 351 ,-----GLAZING 10 C!/16 11 6 1/2" BACKER ROD <t SEALANT 411 RED~OOD ~I NDO~ FRAME CONTINUOUS ~OOD BLOCKING Io 0 I '' I I ' 511 RED~OOD TRIM~/ SEALANT ----+----"'-<:--++-~+-----GRAN I TE SERVI NG COUNTER : -------. S TL. PLATE PER STRUCT. D~G'S --R--r"-~------f-i+-+H..,+--6 11 MET AL STUD COUNTER FRAM! NG PER STRUCT. D~G'S ~-THINSET CERAMIC TILE ~illiif,~----=::a--=--------\LfHH7'f--1/2 11 PL Y~OOD ----------'1/-1-1-1-1-~-MET AL STUDS <t RI! 1/811 EXTERIOR CEMENT PLASTER OVER METAL LATH <t BUILDING PAPER I 1/2 11 BA TT I NSULA Tl ON 3 1/2" ~---2 11X_ RED~OOD TRIM ~-------411 x 1/2 11 RED~OOD TRIM COUNTER DETAIL SILL DIMENSIONS Ill LEGOLAND GARL~BAP SCALE, 3""1'•0" ~ STUDI05 II Hellmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: C 000 laued: / • D • '1 Detail Number 352 ID: 00 I I I I I I I I I I I I I I I I I I _I I I I I I I I I I I I I I I- I I I I I ± l'-1 1/2" (FIELD VERIF1Y) I GLAZING PER SCHEDULE 6 1/2" · l 11 11 --MULLION~ TRACK BEYONC BACKER R SEALANT ALUM. SERVING ~INDO~ FRAME 5" ---+--GRANITE SERVING COUNTER STEEL FLA TE PER STRUCT. D~G'S ---4-h"'--'--'~---,I-H-~--6" MET AL STUD COUNTER FRAMING PER STRUCT. D~G'S ,vi---THINSET CERAMIC TILE "*+--5/8" ~.R. GYP. BD. ·Hmi-~,---=...,,._----4t!+--lll-':+-----,--j/2" PL Y~OOD ~---'--''H+-Hl64---'--MET AL S TUOS 4 RI I 1/8" EXTERIOR CEMENT PLASTER OVER MET AL LATH 4 BUILDING PAPER BATT INSULATION '------2"X_ RED~OOD TRIM, STAINED 4 SEALED ~------4" x 1/2" STAINED 4 SEALED TREATED RED~OOD TRIM ·COUNTER DETAIL @ SERVING WINDOW LEGOLAID C.ARL.3BAD ~ STUDIO~ II. Hellmuth Obata+ Kassabaum, Inc. luuad:11. • D • '11 Cluster: Component: C 000 DetallNumber 353 ID: 00 BAGKER ROD$ SEALANT 2"X_ REDV'lOOD TRIM, STAINED $ SEALED 1" 3" 4" GLAZING REDV'lOOD V'llNDOV'l FRAME CONTINUOUS V'lOOD BLOCKING REDV'lOOD TRIM V'l/ SEALANT -+~sc---ll--tP,;:-t--GRANITE SERVING GOUNTER STEEL PLATE PER STRUGT. DV'lG'S ~--5/8" V'l.R. GYP. BD. THINSET CERAMIG TILE 1/2" PL YV'lOOD----+--- 1/8" EXTERIOR---+-~ GEMENT PLASTER OVER MET AL LA TH $ BUILDING PAPER -,.U.-+++,!--MET AL STUDS $ I 1/2" SILL DETAIL 8CALE, 3'•1'•0' BATT INSULATION (RI I @ V'lALLS) 3 1/2" ~L-------------.--------,-----,-------------1 Revisions Cluster: Component: ID: Ill LEGOLAND GARL-'BAP ~ SIUDI05 II Hellmuth · · Obata+ Kassabaum, Inc. C 000 00 luued: /Z-o"., .q-7 Detail Number 354 I I I I I I I I I I I I I I I I I I _I I I I I I I I I I I I I I I I I I I I OUTLINE OF FRAHE BELr....w-, -----. ALIGN INTERIOR FACE OF FRAHE FLUSH l"ilTH GYP. BD. FINISH REDl"iOOD TRIM--~----- REDl"iOOD l"ilNDOl"i FRAME l"iOOD SHIM----- SEALANT-----~ FRAME SIZE ,,.____.___ __ GLAZING ,-l---+--I/2"1"i x I/4"T APPLIED REDl"iOOD MUNTINS AT NORTH FOOD ST AND ONLY --4x4 OR 6x6 l"iOOD CORNER POST (SEE l"ilNDOl"i LAYOUT C,-1I2), ROUND ALL EXPOSED CORNERS 1/4" RADIUS TYP. . PERJAfflXfE~OOD POST.COND: JAMB AT STL. GOL. GOND. T.S. COLUMN PER STRUGT. Dl"iG'S WINDOW JAMB DETAIL Ill LEGOLAN·D CARL-'BAP SCALE, 3•1T•O• ~ SIUDIOs II Helh:nuth Ohata+ . Kassabaum, Inc. lnuecl: ,i.,oa-7 Cluster: Component: C 000 Detail Number 355 ID: 00 Ix_ REDY'lOOD TRIM--~ 4x4 Y'lOOD CORNER POST Y'lOOD SHIM----~ OUTLINE OF FRAME BELOY'l, ALIGN INTERIOR FACE OF FRAME FLUSH Y'llTH GYP. BD. FINISH FRAME SIZE PER Y'llNDOY'l TYPES 1/2"T REDV'lOOD TRIM ALUM. SERVING Y'llNDOY'l ASSEMBLY ._____ REDY'lOOD CORNER TRIM '-----SEALANT -----REDY'lOOD Y'llNDOY'l FRAME '-1-----1/2"Y'l x 1/4"T APPLIED REDY'lOOD MUNT/NS AT NORTH FOOD ST AND ONLY '-----GLAZING I 1/2" WINDOW JAMB DETAIL Ill LEGOLAND GAR L-3 BAD ICALE, 3"•1'-0" ~ SIUDI05 II Hellmuth Obata+ Kassabaum, Inc. Revision, C:luater: Component: ID: C 000 00 o.tall Number 356 I I I I I I I I I I I I· I I I I I I I I I I I I I I I I I I I I I I I I I I FRAME SIZE PER v"llNDOY'l TYPES REDY'lOOD TRIM~-~--~ ALUM. PASS THROUGH-~ v"llNDOY'l ASSEMBLY v"lOOD SHIM v"l/ ---'----' SEALANT Ix_ RED~OOD TRIM----J FRAME SIZ~ PER v"llNDOY'l TYPES OUTLINE OF FRAME BELOY'l, ALIGN INTERIOR FACE OF FRAME FLUSH v"llTH GYP.· BD·. FINISH 1/4" TEMPERED GLAZING 1/2"~ x 1/4"T APPLIED REDY'lOOD MUNTINS AT NORTH FOOD STAND ONLY REDY'lOOD v"llNDOY'l FRAME WINDOW JAMB DETAIL ICALL S"•1'-0"· ~· Rmslons Cluster: Component: ID: ,J ~ STUDI05 C 000 00 LEGOLA D .Hellmuth Obata+ 357 CARL.38Ab Ka88abaum, Inc. laued: tf.·O -~7 Detail Number ,-----OUTLINE OF FRAME BELOY'1, ALIGN INTERIOR FAGE OF FRAME FLUSH V'11TH GYP. BD. FINISH -------1/2"¥'1 x 1/4"T APPLIED REDY'1OOD MUNTINS AT NORTH FOOD STAND ONLY ~----REDV'1OOD INTERMEDIATE Y'11NDOY'1 MULLION WINDOW JAMB DETAIL ., LEGOLAND GARL-'BA'P ~ S!UOI05 II Hellmuth Obata+ Kassabaum, Inc. Ravllions Cluster: Component: ID: C 000 00 Detail Number 358 I I I I I I I I I I I I I I I I I I .I I I I I I I I I I I I I I I I I I I I 5/8" Y'{.R. GYP. BD.--- THINSET GERAMIG TILE·-----1----1/8" EXTERIOR MET AL STUDS 4 RI 1-----t'--,+-tt-tt--!!!=-<'." GEMENT PLASTER OVER MET AL LA TH 4 BUILDING PAPER BA TT INSULATION MET AL STUD JAMB ASSEMBLY PER STRUGT. DY'{G'S Y'iOOD SHIM----___,_ BAGKER ROD 4 SEALANT U) w w Q_ N }--1- tj) :s::: w C) 2D <( :z oc-lL :s::: O[ . t.!...1 Q_ OUTLINE OF FRAME BELO~, ALIGN INTERIOR FAC.E OF FRAME FLUSH Y'{ITH GYP. BD. FINISH ,_1--+---1/2" PL YY'{OOD REDY'{OOD TRIM l"T RED~OOD TRIM '----SEALANT '----RED~OOD Y'{INDO~ FRAME '-----1/2"Y'{ x 1/4"T APPLIED REDY'{OOD MUNTINS AT NORTH FOOD ST AND ONLY '---'--~-GLAZING · I 1/2" -WINDOW .JAMB DETAIL SCALE, :1"•1'-0" I Revill-Cluster: Component: ~ STUDI05 C 000 LEGOLA D Ill HellDiuth Ohata+ 359 CARL-'BAD Kassabaum, Inc. lnued: lf•D • Detail Number ID: 00 METAL STUDS a BATT----~ INSULATION (RI I @ V'iALLS) 1 /811 EXT. GEMENT PLASTER----+---- OVER MET AL LA TH a BLDG. PAPER METAL DRIP FLASHING REDV'iOOD TRIM -----l-------1!.- ~ FIN. GEIL. HEIGHT rn PER SCHEDULE SEALANT--------+--1--_, V'iOOD SHI M-------1-----1.------1 REDV'iOOD V'il NDOV'i FRAME,--+-----1--..-J ALIGN INTERIOR FACE FLUSH V'ilTH GYP. BD. FINISH 1'--5/8" GYP. BD. ACOUSTICAL CEILING TILE ii---+--1-----GLAZ I NG PER SCHEDULE OUTLINE OF V'ilNDOV'i JAMB BEYOND 3/4" HEAD DETAIL @ WOOD WINDOW Ill LEGOLAND C.ARL--'BAt:» SCALE, 3•11•-o• ~ SIUDIOg II Hellmuth Obata+ Kassabaum, Inc. Revision• luued: /'2. • D • 1 Clulter: Component: ID: C 000 00 Detllll Number 360 I I I I I I I I I I I I I I I 'I I I .1 I I I I I I I I I I I I I I- I I I I I METAL STUDS~ BATT-----...... INSULA TION (RI I @ V'{ALLS) 1/8" EXT. CEMENT PLASTER-· -i-- OVER MET AL LA TH 4 BLDG.PAPER tv!ET AL DRIP FLASHING---------....._ REDV'{OOD TRIM----- FIN. GEIL. HEIGHT PER SGHEDULE rn Ix REDV'{OOD TRIM---1-----+-.J SEALANT---------l---'--!----J ALUM. PASS THROUGH---1---+----J V'{INDOV'{ FRAME V'{OOD SHIM,--------;----~ Ix_ REDV'{OOD TRIM--------'---'-__,..., I 3/8" t --5/8" GYP. 5D. ACOUSTIC-AL GEIL\NG TILE IS) ill l)_ ill )-N I-- IS) 3:: ill C) '.LD <( z DL 3:: IL_ DL 1111----1-+---GLAZING ill l)_ i------t--;----OUTLINE OF V'{INDOV'{ JAMB BEYOND 3/411 HEAD DETAIL @ PASS THROUGH WINDOW SCALE, 3•01•-o•· ' ~ SIUDI05 Revillons Cluster: Component: ID: C 000 00 LEGOLA D 1111 Hellmuth Obata+ 361 C.ARL-'BAP Ka1Sabaum, ·Inc. Issued:/ •4'3·'f1 Detall Number 1/8" EXTERIOR GEMENT---t+-i-'1+11,.1-----H-~ PLASTER OVER MET AL . ~' LATH 4 BUILDING PAPER, ·~: 1/2" PLYY'IOOD, EA SIDE .. : REDV'IOOD GOLUMN PER STRUGT. Dl"IG'S ., 2x4 REDY'IOOD TRIM WALL DETAIL @ COLUMN (PLAN VIEW) SCALE, :,•,1•-0• 'fJ QI! STUDIO~ llavfllOIII Clulter: CompoMnt: ID: C 348 46 LEGOLA D .Hellmuth Obata+ 362 GARL-'BAP Kassabaum, Inc. l11ued: /'2--03. Detail Number I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PROFILE OF 8x8--~ FOR REFERENCE 6 1/2" 5 1/2" @ GEH V'lASh REDV'lOOD DIAGONAL: BRACE, STAINED -.So) I l'-6" TYPE@ DIAGONAL BRAGE PROFILE OF 6x8--~ FOR REFERENCE REDV'lOOD DlAGONAI.: BRACE, STAINED 3 1/2" ~ I l'-4" TYPE@ DIAGONAL BRAGE . . DIAGONAL BRAC;E DETAILS SCALE. 1••f-O• -.So) I ~ I ~ l-------------,----'----,-----"---,-----,------r------------1 ~ Rrri1kHu Cluster: Component: ID: :t . iit¾I . ~ STUDIOE ! LEGOLAN:D II ~:~i::th JL--_G_A_R_L_-'_B_A_P_--,-.__ _____ K....;.as_sab....;.a_um,_In ___ c._.:.;;.;1•=ued-:...;;l2;....;·D'-"'3'--.'f~_D_ea1_1N_umbar ___ 3_6_3 _ ____, C 000 00 SELF-TAPPING,-------.. SELF-DRILLING SGREV'1S @ 24" 0.G, GOUNTERSINK a PLUG PRIOR TO FINISHING ¥-1000, STAGGER SGREV'1S TO AVOID OBVIOUS PATTERN l GANTILEVERED T.S.-----~ PER STRUGT. DV'1G'S 2x REDY'100D FINISH BOARDS-__, TO RESEMBLE A DRAV'1BRIDGE LEVER, STAINED Cl" 1 () _, BUil T·UP ,,ORA WBRIDGE 1' BEAM DETAIL Ill LEGOLAND GARL-'BAD SCALE, 3'•1'-0" ~ STUDIO§ II Hellmuth Ohata+ Kassabaum, Inc. Clumr: Component: ID: C 146 20 Detail Number 364 I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I I I I I I E ~ I ;. ~.-? I ;j ~ ~ ; f I ? a ~ • ;. I 2x REDV'lOOD FINISH BOARDS--------------, TO RESEMBLE A DRAV'l8RIDGE LEVER, STAINED CANTILEVERED T.S.-----------------. PER S TRUG T. DV'lG 'S ROUTED GROOVE V'l/ ---------------. CONTINUOUS SEALANT BEAD ALL (4) SIDES T.S. END PIECE V'l/ ----r,, i:;:zz:::zz:::z:z:::z:z::=z:=Ez:~S:::z5::::EE;z:z:5:~lz= GAPPED END, PROVIDE SNUG FIT OVER V'lOOD THEMING, SIMULATED. HAMMER-FORGED FINISH THEMED "DRAV'lBRIDGE" C-HAIN-'------ HUNG FROM HALF-CIRCULAR RING V'lELDED TO STL. END PIEC-E BUil T·UP .,DRA·WBRIDGE., BEAM DETAIL SCALL 3"•1'-0" ~ STUDI05 Revllions Clulter: Component: C 146 C) I ID: 20 I LEGOLA D .Hellmuth Obata+ 365 C.ARL-'BA D Kassabaum, Inc. · laued: /Z. •o!~ 't . Det:1111 Number 2" THEMED PLASTER-------<-11 <:J OVER MET AL LA TH 4 BUILDING PAPER / / 1/2" GYP. SHEATHING---~ OR PL YV'iOOD ~ ~--------------------, 2x REDV'iOOD FINISH----- BOARDS TO RESEMBLE A DRAV'iBRIDGE LEVER, STAINED <:J "" ~ I ,. ~ I q I I I I I I I ~ I ___ .J GANTILEVERED T.S.------_,,, PER 5 TRUG T. DV'iG 'S T.5. GOLUMN PER--------------------1 STRUGT. DV'iG'S <:J I I EDGE OF REGESS BEYOND---SLOPE HORIZ. PLASTER .. I !GE 4 V'iATER SHIELD-----+---.. -DO~N 1/2" PER FOOT MIN. ~ I APPLIED TO SHEATHING L~r-11_;__ _____ <:J 11=---~ I <:J -. 11 I <:Jr-------------------~ I / / / / / / / / BUil T·UP "DRAWBRIDGE" BEAM DETAIL SCALE, t•11•-o• C) I Ill LEGOLAN·D ~ SIUDI05 Revltlont Chatten Component: ID: GARL-'BA'D II Hellmuth Obata + KaBBabaum, Inc. C 146 20 DetallNumber 366 ,: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---------------- 6 ,?( /2. ;J() btcc.J::JN"t!,-· _. ---+--- t,.. A-6 lf!,ol-1 //.J P'-ACE , ... C.e:,t,.()1-4N .S..:t:se f'J!J!IZ;.:........------11 5-rz.fl,::;;r; ~- t:.Jo!t=; P.A-11-JT A-U.. E.XP05f/lP P:,;zJC,K..60 ..,... !!!aOL-75 Fl-A-r' l!!>iAat.. -r/P. I/ --6)(/0 '4,.)J?. e:EAM. /;i1A6t7t-JAL-e,2.4e,e_ _------~OiCJ-1 Fol!. LA-6 0cCr A-rrA-n:::J-11'-i~ PL-JJ6 f FINISH . L YCH GATE TYP. DETAILING LEGOLAID CARL...)8AD ·SCALE,. N.T.S .. . ~ SIUOIO§ II. Hellmuth Obata + Kassabaum, Inc. Revisions luued: ('Z • D • . Cluster: Component: ID: C 249 20 Dat:ail Number 367 ~ SGHED. INTERIOR-- FINISH METAL STUDS~ --l---H--+--- R-11 BATT INSULATION WALL DETAIL @ -----7/8" EXTERIOR GEMENT PLASTER OVER MET AL LATH ~ BUILDING PAPER, 1/2" PLYV'1OOD, EA SIDE 1--4-----PL YY'100D PER S TRUG T. DV'1G 'S REDY'1OOD FINISH TRIM 5 1/2" CORNER (PLAN VIEW) SCALE, 3'•1'•0' 'fl ~ SIUDI05 Rmllons Cluster: Component: ID: C 346 43 LEGOLA D .Hellmuth Obata+ 370 CARL.-'BAt> Kassabaum, Inc. laued: I 'l -()!, • 'I Decall Number I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ ~ ' ~ ~ :,. ~ J / / / / / / / / / / / / / / / ' ' ' ' ' ' " ' ' " ' " " " ' / / / / / / / / / / / / / / / '1 LEGOLA. D GA R L -' B A t) II 2" THEMED PLASTER FINISH I l - OVER METAL LATH $ BUILDING ' i I[ <l PAPER, GOORDI NA TE THEMED lL "f PATTERN Jl'ilTH ARGHITEGT ,:'.l PRIOR TO APPL/GA TION ~ SLOPE PLASTER FINISH 45 ° Jl'iOOD ·BLOCK ' ' ' ~ ' ' lGE 4 ~ATER SHIELD APPLIED ' " OVER SHEATHING MATERIAL / / / / / 1/2 11 GYP. SHEATHING OR / ' Jq PL YJl'iOOD ' I <l " I " METAL STUDS " A SECTION DETAIL Rrnsions Clusten Component: ID: ~ STUDIOE C 250 21 .Hellmuth Obata+ 371 Kassabaum, Inc: Deall Number luuecl: 10-17-91 rz-o~-'11 • I 4 . . . / / / . . . 4 ,.--2" THEMED PLASTER FINISH OVER HETAL LATH a BUILDING PAPER, COORDINATE THEMED PATTERN V'llTH ARC,HITEC-T PRIOR TO APPLICATION, SLOPE TOP 2% FROM GENTER OUTV'lARDS FOR DRAINAGE SLOPE PLASTER FINISH045 11---IC-E $ V'lATER SHIELD APPLIED OVER SHEA TH I NG MA TERI AL --lft!-----l,--METAL STUDS 1111-..-1-1/2" GYP. SHEATHING OR PLYV'lOOD ~---STEEL CHANNEL SUPPORTS BETV'lEEN TUBE STEEL COLUMN a MET AL STUD REF. STRUC-T. DV'lG'S ~--TUBE STEEL COLUMN REF. S TRUC, T. DV'lG 'S SECTION DETAIL SCALE, 1 1/2""1'-0" ~1-------------,-------.....------,-----------; ReYblon1 Cluster: Component: ID: ~ ,!t t i J, ·LEGOL:JD CARL-'BAP ~ SIUDID5 C 250 21 II Hellmuth Obata+ 372 Kassabaum, Inc, luued: 10-17-97 DetallNumber '-------------'-------~-----'------------' /2.·0~·'11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I 7/8" EXTERIOR CEMENT PLASTER ON ALL SURFACES TO BE HIDDEN BY SIGNAGE ~-2" THEMED PLASTER FINISH OVER METAL LATH 4 BUILDING PAPER, COORDINATE THEMED _ PATTERN ~ITH ARCHITEC,T PRIOR TO "APPLICATION, SLOPE TOP 2% FROM CENTER ·r OUT~ARDS FOR DRAINAGE --ICE 4 ~ATER SHIELD APPLIED OVER SHEATHING MATERIAL ON ALL HORIZONTAL SURFACES, LAP DO~N EA. SIDE 6" MIN. --1---'-· 1/211 GYP. SHEA THING-OR PLY~OOD '-------1----.11H11-----'Y-ll-lh--l---+--MOUNTING TABS AS REQ'D SL.OPE --.. • " / . I / I / I // I / I / I / I • I I I FOR SIGNAGE 611 METAL STUDS@ 16" O.C., FASTEN MECHANICALLY TO T.S. BEAMS I .J-IHl!f--l--TUBE STEEL ARCH, REF. STRUCT D~G'S, -----~---SEE ELEV C-A253-3 FOR CURVATURE DIMENSIONS • . .. '-----CURVED BOTTOM/TOP TRACKS '------~----1211 x 1/411 STEEL PLATE, CONTINUOUS ~ELD TO T.S. ARCH L--------,-..-----'-,--SIGNAGE, O.F.O.1. L--,----------,----'--BACKER. ROD 4 SEALANT SECTION DETAIL (BEAM) SCALE, 1 1/2"_.,.~. ~-SIUO_I05 Revlllont Clultllr: Component: ID: '1 C 250 21 LEGOLA D Iii Hellmuth Obata+ 373 C. A R L -' BA t:> Kassabaum, Inc. ln_uecl: 10-17-97 Detail Number ,1.-~-~n 2" THEMED PLASTER OVER METAL LATH a--~ BUILDING PAPER, COORDINATE THEMED PATTERN V'llTH ARCHITECT PRIOR TO APPLICATION, (SLOPE TOP 1/2" PER FOOT TOV'lARDS ROOF SIDE FOR DRAINAGE @ PARAPET CONDITION) HORIZONTAL 4" METAL STUD@ EA.--- VERTICAL STUD, 3 S.H.S. EA. END, NOTCH TOP/BOTTOM TRACKS AS NEEDED ICE a V'lATER SHIELD APPLIED----. OVER SHEATHING MATERIAL, LAP EDGES DOV'lN EA. SIDE 6 11 HIN. . . • A • EDGE REINFORCING-t----'t-A • • LA TH PER THEMED PLASTER MANUf AG TUR.ER SPEC'S • A .. ! A I • I ~ 1/2" GYP.----+-- SHEATHING OR PL YV'lOOD • . I A • I "+ ' + / / / 4" METAL STUD--h-"---1 -• I ' ' ' FRAMING PER 1 STRUC T. DV'lG'S • •• : ' ' / / / t,, • • . A / ' / ,, / ' +/ ' ' ' / ' X ' / ' ' / ' ' / / / / / • EXTERIOR SIDE I ROOF SIDE ' / + . ' / y I t;• 4 ', I ~ / ' I ' I • +, I I . / ~ . / / / I / ,A / I / I / I / I t,, ' I ' I ' • • PARAPET DETAIL (HEAD @ GATE SIM.) •1 LEGOLAND GARL~BAD SCALE, s•,1•-0• ~ SIUDI05 II Hellmuili Obata+ Kassabaum, Inc. Revision• Clulter: Component: ID: C 000 00 Detail Number 374 I I I I I I I I I I I I I I I I I I _I I I I I I I I I I I I I I I I I I I I EDGE REINFORCING LATH---'--~-'-----~ PER THEMED PLASTER MANUF AG TURER SPEC'S 2" THEMED PLASTER OVER METAL LATH--__, ! BUILDING PAPER, COORDINATE THEMED PATTERN V'{ITH ARGFllTECT PRIOR TO APPLICATION, (SLOPE TOP 1/2" PER FOOT TO~ARDS ROOF SIDE FOR DRAINAGE @ PARAPET CONDITION) ICE ! V'{ATER SHIELD APPLIED OVER--~ SHEATHING MATERIAL, CONTINUOUS OVER HORIZONTAL/PITCHED SURFACE, LAP EDGES DO~N/UP EA SIDE b" MIN. < '- ' / '- '- / '- '-'-'- / / '-'- / / / '- / / / / '-'- I I I I,. A~---.: "' .. I ,. "' I "' A ~"' _________ .. / ll!.....ala=;----,.--:><------'---'- / / " / / / METAL S'iUD FRAMING---/// / / / / / / I "' I ,. I I A I "' I ,. .. ' 1/211 GYP. SHEATHIN6-'-----+-~" ,,.-,---..+- OR PLY~OOD HO RIZO NT AL PLAS,TER SURFACE SCALE, S"•1'-0" LEGOL:JD Revilionl Cluster: Component: ~ STUOI05 C 146 Ill Hellmuth . . ·obata+ 375 e, A R L.,BAl:> Kassabaum, Inc. lauecl: /.g • () ·'I Detail Number ID: 20 NOTE: I. GATE TO HAVE 32" MIN. C.LEAR IN FULL OPEN POSITION. 2.PROVIDE C.ATC.H TO HOLD GATE SEC.UREL Y IN FULL OPEN POSITION G-380 STL. HINGE BRACKET, (3) LOCATIO S TYP., FIELD V>{ELD TO MTL STUD JA B 2" SQ. T.S. GATE FRAME, ALL V>{ELDS CONTINUOUS, PRIME 4 PAINT G-382 STL. STRIKE BRACKET, FIELD V>{ELD TO MTL STUD JAMB 1/8" EXTERIOR CEMENT---. PLAS TER OVER MET AL LATH 4 BUILDING PAPER 3'-6" (N.T.S.) 3'-0" T.S. GATE FRAME (N.T.S.) GATE HINGE,---. V>{ELD TO GA TE FRME, PRIMED 4 PAINTED, (3) LOCATIONS TYP. i~~r~~i,~~~~~~=~=~~ 2 14 GA 4x2 MTL-----1 STUDS, CONT. V>{ELD TOGETHER @ EA JAMB ----•1 NOTGH TRIM AS NEEDED TO+-__, CLEAR STRIKE ASSEMBLY _-11..,_111117~ LOGK/LEVER--------' HOUSING V>{ELDED INTO GATE FRAME 1/2" GYP. SHEA THING-___, OR PL YV>{OOD 2" THEMED PLASTER-___, OVER MET AL LA TH 4 BUILDING PAPER .. 1/2"x4" REDV>{OOD, • 1/8" GAP BETV>{'N BOARDS TYP. G-318 GATE ELEVATION GATE DETAIL ICALE, 1 1/2"•1'•0" ~1------------,,-------..-----~-----------l ~r ti~f·i ll'tevltlons Clulter: Component: ID1 ~ ~ STUOIOE C 146 20 f LEGOLA D 1w1 ~:!::th ~ C A R L _, B A D Ill Ka88abaum, Inc, luuecl: n •oa-'7 Detail Number 3 7 6 L,__-----------L...------=~::_;;_:,:,.._,:_L-,J.... _______ ___, I I I I I I I I I I I I I I I I I I _I I I I I I I I I I I .I I I I I I I I I C,-381 STL. STRIKE BRACKET ANCHORED INTO CMU LOCK/LEVER HOUSING----~--. V'iELDED INTO 6ATE FRAME 2" SQ. T.S. 6ATE FRMAE, ----, ALL V'iELDS CONTINUOUS, PRIME 4 PAINT GATE HIN6E, V'iELD TO 6ATE FRAME, PR/NED 4 PAINTED, (5) LOGATIONS TYP. C,-31'1 STL. HIN6E BRAGKET ANCHORED INTO G-MU@ (5) HIN6E LOGATIONS CMU SCREEN-- V'iALL SOLID GOUT--~ END GELLS TYP. 211 THEMED PLASTER OVER MET AL LA TH NOTCH TRIM AS---~ NEEDED TO GLEAR HINGE ASSEMBLY •1 LEGOLAND CAR L-3 BAD ~ 6A TE ELEVATION :::,_ 1/211 ~ 3'~011 T.S. 6ATE FRAME (KT.SJ 3'-6" M.O. (N.T.S.) GA TE. DETAIL SCALE. 1•1/2"a1'·0" ~ S!UDI05 LI Hellmuth Obata+ Kassabaum, Inc. laued: /t., ,; 03 • · 1 NOTE: GATE TO_ HAVE 32" MIN. CLEAR IN FULL OPEN POSITION 8" PLASTER RETURN TYP. Clutter: Component: C 000 Detail Number 377 ID: 00 I \nUhlJ\o7 dll\ele\e-c:lcJ78 OWC dole' 12/2/97 7 56 pm IJll \f) ill D L ~ 1:10::r: ~ :z: t:r (II C: <( lL "'Ill Ii = l-"' s--IJ) w t+ i ,ni d) D l-<( j _, C) ~ 5' ~ C) ui lL () i-..: . @ .......__ 1m+1 ,~ ~ _I ~ ~ : f bl .. \f) D :z: i IJ) D C) C) lL @ C) _, ~ HINGE ASSEMBLY PER------ PLAN DETAIL (TYP. OF 3) 211 SQ. T.S. GA TE FRAME, ALL ~ELDS CONTINUOUS, PRIME 4 PAINT 2x2 PRESSURE TREATED~, NAILER (TYP. OF 4) I 11 ', 3'-0''. T.S. STRIKE ASSEMBLY· PER PLAN DETAIL GATE FR~ME l'.?f!'. I / I LOCK/LEVER---1 d I , I 7 7 I, 0 HOUSING ~ELDED ~ INTO GATE FRAME OUTLINE OF----J / / / r I ~ p ~ I~ ~ADJACENT FRAMING # V ' ' )JI ,ff- -I z :'I " f I ~ Q :I ~,g1 -:a I 00, 0-QP 211 SQ. T.S. REINF. ABOVE 4 BELO~ LOCK/LEVER HOUSING GATE ELEVATION (T.S. FRAME ONLY) GATE DETAIL &CALE, 1/2"•1'·0" G w cj w 1/2 11 x 411 RED~OOD THEMED~ FRAME 4 BRACING 1/211 x 411 RED~OOD BOARDS APPLIED VERTICALLY, 1/8" GAP BET~EEN EA BOARD, STAINED HINGE FRONT-------.. 211 T.S. 2x NAILER 1/211 RED~OOD GATE SEG TION 1///1/, GA TE ELEVATION (SHO~ING APPLIED ~OOD PATTERN) ------------------- I I I I I I I I I I I I I I I I I I I 5" 3/8" STL. PLATE-----. 2-1/2" x 2-1/2"_x 3/8''------1 STL. ANGLE I I GATE HINGE, FIELD-----::2:==::i V'1ELD TO BRACKET LEFT SIDE VIEV'i BOLT HOLE, . VERIFY DIA ~/ ANGHOR TO BE USED TOP VIEV'i I" L111 L L L ~4 FRONT VI EV'i GATE DETAILS· --HINGE -BRA CKE Ill LEGOLAND ~ SIUOI05 Cluster: Component: C A .R L --' B A t:> II Hellmuth Obata+ Kassabaum, Inc. C 000 Detail Number 379 ID: 00 E . ll GATE HINGE, FIELD~ V'iELD TO BRAGKET 1 \ 2" 3" -=71 1i--MTL. STUD JAMB ASSEMBLY :: PER PLAN DETAIL 3/16 3/16 ri I I I I GATE HINGE, FIELD------, : V'iELD TO BRAGKET 1 1 I I I I I I I I I I LI - - II II II II lb==,J(l==:d) TOP VIEV'ii 7 I I I I I I I I I I _j FRONT VIEV'ii GATE DETAILS • HINGE BRA CKE LEGOL:ID C.ARL-'BAD SCALE, 3••1'•0• ~ SIUDIO§ II Hellmuth Obata + Kassabaum, Inc. Revblona Cluster: Component: ID: C 000 00 laaued: ·0'3 .q Deta.11 Number 380 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l"x2" STRIKE ASSEMBLY- OR T.S. NOTGHED FOR LATGH/LOGK THROV'i 5" TOP VIEV'i BOLT HOLE, VERIFY--+---+--" DIA. V'i/ ANGHOR TO~ BE USED FRONT VI EV'i GATE DETAILS IC.ALL 3'•1'•0" . '1 ~ STUDIO~ LEGOLA D Iii Hellmuth , Ohata+ CARL--' BA t) KaSBahaum, Inc. -----3/8" STL. PLATE RIGHT SIDE VIEV'i Ravi.-Cluster: Component: ID: c· 000 00 Issued: /'2. ·0 • Detail Number 381 (F MTL. STUD JAMB-----:: ASSEMBLY PER ~ PLAN DETAIL 11 3/16 3/16 1-1/211 x 2-1/2 11 STRIKE ASSEMBLY OR T.S. NOTGHED FOR LA TGH/LOGK THRO~ 5" I 1/2" ''# TOP VIEV'i FRONT VI EV'i 3/16 GA TE DETAILS -STRIKE BRA CKE Ill LEGOLAND C.ARL-'BAD SCALE, 3•,-r-0• ~ STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. Revision• Clulter: Component: ID: C 000 00 Detail Number 382 I I I I I I I I I I I I I I I I I I I I I .1 I I I I I I I I I I 1. I I I I I 2xb RED!AlOOD BEAMS EA SIDE OF COLUMN ...... I I I ...._ ._ SHADE FABRIC.~-•-i: ~,:._--~ -- SUSPENDED FROM -. UNDERSIDE OF BEAMS bxb RED!AlOOD DIAGONAL--___, BRAGE EA. SIDE OF COLUMN NOTGH IN BRAGE FOR BOLTED _ __, C.ONNEG TION, PLUG !AllTH RED!AlOOD FILLER Pll:C.E Bx'8 RED!AlOOD COLUMN-~----- PAINT EXPOSED PORTION------ OF GOLUMN SLEEVE LOAD/UNLOAD PLATFORM PER LANDSGAPE D!AlG'S 3" MIN. SIDE ELEVATION C) _I r- C) I u-- N _I u-- FREESTANDING .SHAD:E STRUCTURE DETAIL " · ~ STUDI05 Re'llliona Cluater: Component: ID: C 348 46 LEGOLA D II Hellmuth Ohata+ · 390 GARL.:SBAP KaSBabaum, Inc. luued: 10-17-97 Decall Number /1.•0!·"1 I I I I I I I I I I I I I I I I I I I 2xb REDV'lOOD BEAMS EA SIDE---- OF GOLUMN, NOT GH GOLUMN I" SO BEAMS ARE RECESSED FLUSH V'llTH FAGE OF DIAGONAL BRAGE 4'-2" PAINT ALL EXPOSED----'-------_./ BOLTS 4 HARDV'lARE TYP. 8x8 REDV'lOOD COLUMN'--· ------'------..J 2x6 REDV'lOOD BEAMS EA SIDE-----~ OF COLUMN, NOTGH COLUMN I" SO BEAMS ARE .RECESSED FLUSH V'llTH FAGE OF DIAGONAL BRAGE b'-2" SHADE FABRIC, SUSPENDED FROM----~ UNDERSIDE OF BEAMS _\ __ bx6 REDV'lOOD DIAGONAL;---------- BRAGE EA SIDE OF GOLUMN- PLUGGED NOTGH FOR-----~------ BOL TED GONNEG TION 8x8 REDV'lOOD COLUMN---------- 2'-0" PLAN ® ±1 1/2" I" ----- FRONT ELEVATION ® FREEST ANDING SHADE STRUCTURE DETAIL Ill LEGOLAND G A-R L -' B A P ICAl,E, 112•.-,-o• . ~ STUDI05 Ill Hellmuth · Obata+ KaHabaum, Inc, Cluster: Component: C 348 lauecl: /1,-0 ·4 Det:111 Number 391 ID: 46 ANGLE BRACKET a BOLTED--------~ ~--8x REDV'IOOD GONNEGTION a EA 2x TO BEAl'-1 PER STRUGT. DV'IG'S a DETAIL ( e,-sc:i 4 ) 2xb REDV'IOOD BEAl'-15 ----~ EA. SIDE OF RAFTER SHADE FABRIG-------- SUSPENDED FROl'-1 UNDERSIDE OF BEAl'-1S bxb REDV'IOOD-------------' DIAGONAL BRAGE NOTGH IN BRAGE FOR-----------J SOL TED GONNEG TION, PLUG V'IITH REDV'IOOD FILLER PIEGE 8x8 REDV'IOOD GOLUMN------------ PAINT EXPOSED PORTION---------~ OF GOLUl'-1N SLEEVE LOAD/UNLOAD PLATFORM-----~ PER LANDSGAPE DV'IG'S BEAl'-1 C) -· r- SIDE ELEVATION C) -· U"' BLDG. SUPPORTED SHADE STRUCTURE DETAIL SCALE, 1/2"•1'-0" '1 ~ SIUDIO~ Revbions Cluster: Component: ID: C 348 46 LEGOLA D II Hellmuth Obata+ 392 GAR L--' BAt:, Kassabaum, Inc. lnued: 10-17-97 DatallNumbar !'2-·0~·17 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3'-10" 3'-10" 2xb REDV'lOOD BEAt--1S------1---- EA. SIDE OF RAFTER PAINT ALL EXPOSED------~~-../ BOL TS 4 HARDV'lARE TYP. FOR ATTACHMENT OF 2x TO---------' BEAtvl SEE DETAIL ( c.-BG!4 ) bx REDV'lOOD RAFTER------------ 2xb "REDV'lOOD BEAt'-1S EA. ·slDE Of .RAfTER----- 8x BEAM BEYOND-----,-------__, SHADE FABRIC SUSPENDED FROM-----_-----~---+--; UNDERSIDE OF BEAMS bxb REDV'lOOD DIAGONAL BRAGE ---------, PLUGGED NOTCH FOR LAG---------- BOL TED GONNEG TION TO COLUMN 8x8 REDV'lOOD GOLUMN---'----___.;....------i PLAN ® 8x BEAMS OUTLINE OF THATCH ROOFIN.G FRONT ELEV A Tl ON ® BLDG. SUPPORTED SHADE STRUCTURE DETAIL LEGOL,J-D GARL..38At> SCALE. 112•,1•-o• . ~ SIUDI05 II Hellmuth Ohata+ Kassabaum, Inc. 1--,.-uec1-: ~,,t-.0-_---::q,...,., Cluster: Component: ID: C 348 46 DeallNumbar 393 8x RED~OOD BEAM-------- STEEL GHANNEL ! --~ BOLTED GONNEG TIONS PER STRUGT. D~G'S 6x RAFTER ABOVE-__, 2x6 RED~OOD BEAMS EA SIDE OF RAFTER 8x8 RED~OOD GOLUMN-----~ BEAM CONNECTION • VIEW FROM BELOW SCALE, :t•11•-o• )ll-----------.---------,------,--------~ ~. ti~i•i ~ Revisions Clumr: Component: ID: i ~ S!UOI05 C 348 46 i LEGOLA D 1Ri1 ~:~1::th j L...-_C._A_R_L_-'_B_A_P _ __.__lllli __ K_a_BBah_awn_, In_c·__._ta_uect_:_lf_-o...:;;,_·'t.....,__.__0eta1_1 N_umber ___ 3_9_4 _ _____, I I I I I I I I I I I I I I I I I I ·I I I I I I I I I I I I I I I I I I I I , ____ _ d:) _I N GATE---H+* ASSEMBLY @ NORTH ELEV A TION @ EAST ELEVATION C.-SCf1 ~ING ~ALL ~IC IOIM/L © .~EST ELEVATIOt-4 COUNTER ·ELEVATIONS SCALE, 1/2"•1'-0' LEGOL:JD GARL~BAP d:) I N Clustar: Component: C 346 Deall Number 395 ID: 43 e -~ ,.: Y'lEIGHING SIDE L PUBLIG SIDE .. 1 N 2X4 PRESSURE TREATED Y'lOOD NAILERS, LEVELED SLOPE PAVING AY'lAY EA SIDE SEALANT-~ 1/2" 2'-0 1/2" l'-8" 1/2"Y'l X l/4"D DRIP ADJUSTABLE = SHELF ~ N l'-4" 11-8 11 .. HALF-ROUND MOLDING EA SIDE GHAMFER ALL EXPOSED TRIM EDGES 1/4" TYP. N N a:) _I N --3"Y'l REDY'lOOD T $ G APPLIED VERTIGALL Y GHAMFER BASE TRIM 3/4" BAGKER ROD a SEALANT 2x PRESSURE TREATED Y'lOOD NAILER EA SIDE OF GURB TYP. COUNTER SECTION I I I I I I I I I I I I I I I I I I I I I I I I I I I· I I I I I I I I I I I V'lEIGHING SIDE L PUBLIC. SIDE • .. N 2x4 PRESSURE TREATED V'lOOD FRAMING SLOPE PAVING AY'lAY EA SIDE 1 'l" · HALF-ROUND MOLDING EA SIDE C.HAMFER A~L EXPOSED TRIM EDGES 1/4" TYP. N ---T.S. PER STRUCT. DV'lG'S ~~--.--1/2" EXTERIOR GRADE PLYY'lOOD EA SIDE ~---M-i---~"Y'l REDY'IOOD HG APPLIED VERTICALLY CHAMFER BASE TRIM 3/4" 8ACK~R ROD 4 SEALANT d) I N Ix PRESSURE TREATED Y'IOOD l/211 NAILER EA. SIDE OF C.URB WING WALL SECTION Ill LEGOLAND CARL-'BAD SCALE, '!-1/2"•1'-0" ~ STUDID5 II Hellmuth Obata+ Kassabaum, Inc. Revision• Cluster: Component: ID: C 346 43 Detail Number 397 PUBLIC-SIDE L V'lEIGHING SIDE .. 1 5" I" HALF-ROUND MOLDING EA SIDE LATC-H, LOC-K 4 HINGES PER DOOR SC-HEDULE C-HAMFER ALL EXPOSED TRIM EDGES 1/4" TYP. OUTLINE OF V'llNG V'lALL BEYOND 3 "V'l REDV'lOOD T 4 G APPLIED VERTIC-ALLY C-HAMFER BASE TRIM 3/4" ON PUBLIC-SIDE .., .a.., ., ., 4 .:I .., ., ., GA TE SECTION Ill LEGOLAND GARL.38At:> SCALE, 1•1/2""1'-0" ~ SIUDI05 II Hellmuth Ohata+ Kassabaum, Inc. Revisions ... N N ---N ~ I N Cluster: Component: ID: C 346 43 Detail Numbv 398 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2x REDV'lOOD GAP, PAINTED, SLO:='E FOR DRAINAGE ~ EL. +l5'-6" NO-:"::: I --I ALL. S:EEL l JO!'.'lTS i ~o" ~:"1ouc; ,.,,! '-' 1, 1 il'i _._ 1 I rn ! Y'lELOED i l/2x2 REDV'IOOD TRIM, PAINTED-----}~!!!I!!!!'!!!~----,{.-TYP. I 2x REDV'lOOD NAILER, GONTERSINK R:::=ER DTL. TO BOLTED GONNEG TION ROOF PLAN TS 2x4x3/16 GAP, PRIMED t PAINTED, Y'l/ 3/16" DIA THREADED STUDS V'lELD.ED AT 24" O.G. VERTICAL 1/2x2 REDV'iOOD, PAINTED~~~ TS 2x4x3/I6 AT 8'.:o" O.G., PRIHED ~-~- PAINTED 1/2x2 REDV'iOOD .TRIM, PAINTED----.. TS 2x4x3/16 BASE,. PRIHED ~ PAINTED, Y'l/ 3/16" DIA THREADED STUD.S Y'lELDED AT 24" O.G. ~EL. +ll'-10" / ROOF MEMBRANE -----.. FLASHING BUil T-UP ROOFING V'i/ ~ GRAVEL BALLAST OVER PL YY'iOOD I ROOF SHEATHING . 0 ~ ROOF FRAMING ---- SEE STRUCT. DV'iG'S !'-i/ BATT INSULATION (R-ICf @ ROOF) 2x 1'-iOOD BLOCKING @ -----~-__, SCREEN V'iALL SUPPORTS SCREEN. WALL . SCALE, 1 1/2'•1'·0' G-A266 @ \GE GR::Atvl ,---_ 2x REDY'lOOD NAILER 4" DIA. PIPE STEEL SUPPORTS, PAINTED, SEE S TRUG TURAL DY'lGS . .$ ROOF PLAN FOR LOCATIONS ONTINUOUS SEALANT BE:AD TUBE COLLAR FLASHING V'l/ FASTENING RING V'lOOD BLOCKING STEEL BASE PLA7E, ANCHOR TO Y'iOQD BLOCKING C 250 00 501 2" THEMED GEMENT PLASTER MOISTURE BARRIER MET AL END BEAD ------. GOPPER MET AL FLASHING J.l'l/ SEALANT SIMULATED SLATE ,< ROOF TILE OVER ROOFING FELT 3/4" PL YJ.l'lOOD SEE DETAIL G-514 SLOPED ROOF TO WALL Ill LEGOLAND CARL.3BAP SCALE, 3•, 1'•o• ~ SIUDI05 • Hellmuth Obata+ Kassabaum, Inc. Revisions l11ued: (t·o Cluster: Component: C 250 I J Detail Number 502 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. I I I I I r-------lNSIDE 6" STEEL STUDS IV:TL. TUBE STEEL AS PER STRUG TUR.AL DRAJ.AllNGS ·OUTSIDE ~c't-'---PLYJ.AlOOD SHEATHING AS PER STRIJGTURAL DRAJ.AllNGS -----.--~11/,--,':t-~-1 /8" GEMENT PLASTER ·i-----2" THEMED PLASTER, PAPER J.Al/ MET AL LA TH A TT AGHED TO PL YJ.AlOOD SHEA TH I NG ,:· :._ ..... _._.-.:.~ :.~::-~:·.:t<~· ... _·, :·.:..::v CEMENT ·PLASTER, PAPER J.Al/ MTL. ' .' . . \ LA TH A TT AGHED TO PL YJ.AlD. · · : SHEA TH I NG ~ TUBE S TL. GOLUMN I ,~-i ~==t=-======~======1-:--:7. --MET AL SGREEN ..-----TUBE GOLLAR FLASHING J.Al/ FASTENING RING MEMBRANE ROOF I NG J.Al/ GRAVEL, PL YJ.AlOOD SHEA TH I NG BATT INSULATION (R-ICf @ ROOF) 0~0 "'0°0oooO~Oo\.b~oo30~0o°o~o0 0 0o o 001 \\s~o Alic,,/ l~~~'. :*; C-21753 \*': ~ ·,.,,\ .... )"t'i -\~ .... ~~~/ '. ROOF BUILDING ATTACHMENT AT BASE~ " · . SCALE, 3• • 1'·0· . ul..:------'-----~~~.::=_---,---::---:-:---r-:::-:-::----::::===----;;:;:-7 Q Revisions Cluster: Component: ID: 'fJ ' i • 'o ~ LEGOLA D ·~ SIUOI05 C .250 00 Obata+ }L__:._:_~..:__ _ _::_ ___ .1__;...._ ___ _J:=:::~::...L-Lf-L-------- Iii Hellmuth 503 C A R L -' BAP Kassabaum, Inc. Issued: '2. • Detail Number r--------------' J ____,,.,_,--,-----------------. ICE ¢ V'iATER SHIELD ----t---------- APPLIED OVER Si-lEATHING 2'' THEMED CEMENT PLSTR., PAPER V'i/ MTL. LA TH A TT ACHED TO PL YV'iD. SHEA TH I NG L 1 10" L , l'-611 -OJ -\.\) I 2% MlN. S OPE -\.\) I 2% MIN. SLOPE ---,,-----1 METAL STUDS + + + + l'W-l-----TUBE STEEL •.-:. .-:~. 3/4" PL YV'-1D. SHEATHING l'-0" . .. ···.ot SEE STRUC T DV'IG . THEMED PARAPET DTL. Ill LEGOLAND CARL-'BAD SCALE, 1 112• • 1·-0· ~ SIUOI05 II Hellmuth Obata+ Kassabaum, Inc. Revisions· Cluster: Component: ID: C 250 00 Detail Numbet' 504 I I I I I I I I I I I I I I I I I I I I I I I I I .1 I I I I I I I I ., I I i --. ------. . L # 10" IGE ct ~ATER --- l'-10" l « I . 2% MIN. SLOPE I -z "t° I: SHIELD APPLIED OVER SHEATHING, ,,___~-----~METAL MET AL ---1-----. BRAGE -C) I -rn 2" THEMED--+--'--._. GEMENT PLASTER PAPER V'!/ MTL. LATH ATTAGHED TO PL YV'!OOD SHEATHING -C) I l'-0" THEMED PARAPET DTL Ill LEGOLAND C.ARL.38At:> SCALE, 1 112• • 1'-0' ~ SIUDI05 Iii Hellmqth Obata+ Kassabaum, Inc. STUDS r----+-PAINTED -u-- 1 N ALUMINUM FLASHING, .---'---+-MEMBRANE ROOFING il'i/ 6RAVEL, PL YV'!D. SHEATHING, BATT INSUL. (R-ICj@ROOF) il'iD. BEAM SEE STRUGT. Dil'i6S. Cluster: Component: ID: C 250 00 Detail Number 505 i8"q) L Tt .. ,..1....Jo.-------+--~ r ------.............. '\j"- 1 -a I ~ -a I lf) -a I rn -rn -~ I lf) FRP FINISH ROOF, FLAGPOLE a FLAG PENNANT. FLAG PENNANT FREELY ROTATES IN THE 11'-il ND. NOTE: MANUFAGTURER TO GOORDINATE ATTAGHMENT POINTS V'I/ S TRUG TURAL ENGINEER. •••( G-506-1) --'--3 " @ ELEVATION , __ V'IALL PLATE --FIBER GLASS ANGLE TRIM ---FRP ROOF BEYOND CD PLAN FRP ROOF TOWER TYPE 1 LEGOLAID C.ARL.38AP SCALE, 3/1" • 1·-0· ~ SIUOI05 Iii Hellmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: C 250 Detall Number 506 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4"4' I 4'-0" -~ I -'t~-------,--J-,......-,-..J l 2'-0" l r 1 ~ I -Lf) -~ I -rn -() I -rn -r- 1 -rn FRP FINISH ROOF, FLA6POLE ~ FLA6 PENNANT. FLA6 PENNANT FREELY ROT A TES IN THE J.Ail ND. NOTE: JvlANUfAGTURER TO GOORDINATE A TT AGHMENT PO I NTS ~/ S1RUGTURAL ENGINEER. •••{ G-501-1) 3'' @ ELEVATION. , --MET AL PLATE ---FIBER 6LASS I / ANGLE TRIM I f--FRP ROOF I BEYOND CD PLAN FRP ROOF TOWER TYPE 2 Ill LEGOLAND: C. A R .L ~ BA D SCALE, 1/2" • 1'•0" ~ SIUDI05 II HeJlmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: ID: C 250 00 lss~ecf: /1. • () · 1 Detail Number 507 4"(P = ~ I -- = v = N .......... v = I C) -~ -I -(() - rn_.,,.;---------.:::--.1- - C) ~ I I Lf) (() 3'-11 3/4" I I I l 2'-0" l 1 i ----,.,.. I ' ---/ --::..--;- I .,-.,- I .,- \ , ---------REVEAL 1; \ / \ \ / -~ /.,-DETAIL -Lf) I ----FRP REINFORCING AS REQUIRED TYPICAL SECTION OF FRP ROOF TOWER 1·2 SCALE, 112• • 1'•0' ~1-------------,--------,--------,-----------1 C ! LEGOL:JD ~.;;;~ili ! .___c_A __ R_L_.3_B_A __ o _ _...._ .. __ K_a_ss_ah_a_um_,_1n_c._._,s_sued--'-:l=i ...:;· P..::;..~·_._,__,___0eta1_1 N_u_mbet' __ 5_0_8 __ Revisions Cluster: Component: C 250 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SIMULATED SLATE -----.. ROOF TILE OVER ROOFING FELT ® CONTiNUOUS --~ I AIRSPACE 3/4" PLY~OOD ---~ SHEATHING 2X_ ~D. FURRING MTL. STRIP VENT ~/ BIRD SGREEN 1/'lD. NAILER MET AL -----i~ FLASHIN6 PAINT TO MATGH ~D. STAIN IX_ RED 1/'lD. FASGIA 1/'lD. BEAM ________ _,, SEE STRUG T. DV"lGS. ROLL-UP BARREL AS PER MANUFAG TURER DEGORATIVE REDV"lOOD ___ _, DIAGONAL BRAGIN6 (TYPE B, SEE G-318) T ~ G V"{QQD ~ CEILING / l I I ii I -·ROOF -& ROLL-UP DOOR DE-TAIL AT RETAIL SCALE, 1 112• • 1·-0· '1 ~ SIUDIO~ Revisions Cluster: Component: C 250 LEGOLA _ D II Hellmuth Obata+ 509 e, A R L --' B A t) _ Kassabaum, Inc. Issued: 2. • . Detail Number ID: 00 . ---------------' SIMULATED SLATE ROOF TILE 3/4" PL Y!A!OOD SHEATHING 3/4" T<iG REDIA!OOD SHEATHING ROOFING -----~ FELT IX_ NAILER METAL ----- FLASHING PAINT TO !v1A TGH IA!D. STAIN SEALANT _ __, Y/ I ' I \ -------4Xl2 REDIA!OOD RAFTER SEE STRUG TURAL DIA!GS. PAINT AS SPEG. ~---6Xl2 REDIA!OOD BEA!v1 SEE STRUG TURAL DIA!GS. PAINT AS SPEG. --i-i------6X_ REDIA!OOD DIAGONAL BRAGE SEE G-318-B ---1-------12Xl2 REDIA!OOD POST SEE STRUG TURAL DIA!GS. · POST AND BEAM @ EA VE DTL. SCALE, 1• • 1'•0' L------------------,-------,---------1 fll LEGOLAND CARL.38At> ~ SIUOI05 • Hellmuth Obata + Kassabaum, Inc. Revisions Clusten Component: ID: C 249 00 Datall Number 510 I I I I I I I I I I I I I I I I I I I I I I I I 1· I I I I I I I I I I I I ACCESSORY TILE ON---- RIDGE AS PE}< ROOFING MANUFACTURER Y'IOOD NAILER----~--- 4X_ REDY'ID. BLOCKING SEE 6TRUCT. DY'IGS. SEALANT AS PER HANUFACTURERS SPECS. SIMULATED SLATE----- ROOF TILE 3/4" T./tG SHEATHING 1/811 GHT. PLASTER ,< 3/4" PL YJl'lOOD SHEATHING 4XIO REDJl'lOOD ---47-~~---- LEDGER BEAM SEE STRUCTURAL DJl'lGS. 4Xl2 REDY'IOOD ----J RAFTER SEE STRUCTURAL DY'IGS. COPING DETAIL Ill LEGOLAND CARL.3BAO SCALE, 1 112· • r-o· ~ SIUOIO§ II Hellmuth Ohata+ Kassabaum, Inc. Revisions ! ' Cluster: Component: ID: C 249 00 D.uil Number 511 SIMULATED SLATE ROOF TILE 3/4" PL YIA!OOD SHEATHING 3/4" T~G REDIA!OOD SHEATHING ROOFING FELT IX_ NAILER METAL -----1rru.e:y FLASHING SEALANT-- IX_ REDY'iD. FACIA SEE C-318-B I ------4X8 REDIA!OOD RAFTER SEE STRUCTURAL DIA!GS. ~---6X8 REDIA!OOD BEAM SEE STRUCTURAL D!A!GS. l-----4Xl2 REDIA!OOD /\ BEAM 1 · SEE STRUCTURAL DIA!GS. -----12Xl2 RED!A!OOD POST SEE STRUCTURAL DIA!GS. POST AND BEAM @ EAVE DTL. SCALE, 1• • 1'-o• ' ~ SJUDI05 Revisions Cluster: Component: ID: C 249 00 LEGOLA D II Hellmuth Obata+ 512 C.ARL.lBAD Kassabaum, Inc. l11uecl1 't, • D • Detail NumlMtr I I I I I I I I I I I I I I I I I I I I 'I I I I I I I I I I I I 1- I E . I ~ t I I I SIMULATED SLATE ROOF TILES OVER ROOFING FELT 3/4" PL Y~OOD ----, SIMULATED SLATE ,,__ ____ ROOF TILES ·ovER ROOFING FELT 3/4" PL Y~OOD OPEN AIR SPAGE -----. '----2" RIGID INSULATION · 2" RIGID f INSULATION I ~ 4X8 REDll'IOOD RAFTER SEE STRUG T. 9ll'IGS. ~-OPEN AIR SPAGE TeG ~OOD GEILING 2X_ Y'-100D BLOC.KING ~---T e G ~OOD GEILING CD '----4X8 RED~D. RAFTER SEE STRUGT. D~GS. ROOF DETAIL AT RETAIL m1 LEGOLAND CARL.3BAD. SCALE, 1" • ~·-o· ~ mo1og II. Hellmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: ID: c·250 oo luued: i-oi· Detail Number 514 I I I I I I I I I I I I I I I I I I I " ~BEAMS (T .JI . AS PER STRU DIAGONAL SRAGING +· + AS PER 5TRUGTURAL DRAJ."{ING SPRINKLER SYSTEM .,......_ -~ AS PER MANUFACTURER BEAM AS PER STRUCTURAL DRAV'ilNGS 2X_ V'iOOD FURRING----- + + + + + + + + + + IX_ FINISHED J."{O.QD~------__, ! I : i l I : i I ! I MTL. STRUT i I THEMED BEAMS @ LOAD+UNLOAD · · SCALE, 3" • 1'-0" Revisions Cluster: Component: ID: 'fJ ~ S!UDI05 C 250 00 LEGOLA D II Hellmuth Ohata+ 515 e, A R L -' BA t) Kassabaum; Inc. Issued: t. ·oi· 'Detall Number \_VX,~----FRP ROOF ASSEMBLY ,------,~-r----V'!ALL PLATE SEE STR'.JG TURAL DRAV'!INGS ,--;-----,_'\-_ ALUM. OR STEEL PLATE BOND TO FIBER GLASS ~~~¥-~~t,.~z.zt.F~~t~+---r_ ..... _ ...... _7-r--_~_ FIBER GLASS ANGLE TRIM FIELD INSTALL STL. ANGLE TO SEC.URE TO STRUG TURE ------ANGLE GLIP FO:<. SUPPORT ---i~------2" THEMED PLASTER PAPER V'l/ MET AL LATH FRP ROOF DETAIL SCALE, 3• • 1'•0· * . . . : L----------r------lRR~evildcslon;;s:--Tcci;;;1ust;;.r:;:;-. CC;;;om;;po;;n;;,;.n;;t: -io,o~: 7 : Ill ~ SIUOI05 C 250 00 ! LEGOLAND 11~:~::~h 516 j L...::C.~A~R~L:._:-'~B:.._:A~P:__L._ __ K_as_sab_a_um_,_1n_c.~111~ue~d:.l...!1,~-0~~-· 4-1_D_•t:aJ_1_ Nu_mw _____ _ I I ,1 I I I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I I ~ ~ . ~ I . :g ~ 0 ¥ I :t ~ ~ :,. £ • ;;. - I BRACKETRY PER-~ STRUCT DY'lG'S,. PRIMED 4 PAINTED ,,..---SIMULATED SLATE ROOF TILES r---ROOFING FELT UNDERLA YMENT REDY'lOOD TaG DECKING PE STRUCT. DY'lG'S, STAINED lovERHANG ST ARTER SLATE FOR DRIP METAL DRIP EDGE ~ SEE BLDG. ELEVS. FOR BOT STR. HEIGHT ,___ ____ _;----r------REDY'lOOD BEAM 4 RAFTERS PER STRUCT. DY'lG'S, STAINED ---~----COLUMN 4 DIAGONAL BRACE BEYOND~=~ EAVE DETAIL @ SLATE ROOF LEooa.lJD GARL-'BAD SCALE, 3'•1'-0' ~ SlUDI05 II Hellmuth Obata-+ Kassabaum, Inc. Re.W- laued: /'2.. o, . Cluster: Component: ID: C 249 · 20 DeeallNumber 550 I I I I I I I I I I I I I I I I I I I r----------. PRESSURE TREATED Y'lOOD NAILER AS REQ'D r-------ROOFING FELT UNDERLA YHENT BETY'lEEN RIDGE SLATE 4 NAILER/SLATE BELOY'l ~-SIHULATED· SLATE ROOF TILES .,----ROOFING FELT UNDERLA YHENT ,,--,------REDY'lOOD T 4 G DEC.Kl NG PER STRUC, T. DY'lG'S, STAINED -------BRAGKETRY PER STRUGT DV'iG'S, PRIHED 4 PAINTED -----'----REDV'iOOD ~IDGE BEAH V'i/ SHAPED TOP END PER STRUG T. DV'iG'S, STAINED --------· KING POST 4 RAFTERS BEYOND RIDGE DETAIL @ SLATE ROOF ICALE, 3•,1•-0• '1 ~ SIUOI05 Revblon1 Clilmr: Component: ID: C 249 20 LEGOLA D II Hellinuth Obata+ 551 C.ARL~BAD Kassabaum, Inc, lauw. I!· O?,• 1 DetallNumbw I x2 PRESSURE TREATED NAILER ~----ROOFING FELT LAPPED OVER NAILER AND DO~N RAKE ~---SEALANT ~--SIMULATED SLATE ROOF TILES ~--ROOFING FELT UNDERLA YMENT ~--RED~OOD HG DEGKING PER STRUGT. D~G'S, STAINED i-------RED~OOD RAFTER PER STRUGT. D~G'S, STAINED RAKE DETAIL @ SLATE ROOF Ill LEGOLAND C.ARL-'BA:P SCALE, 3"•1'-0" ijij SIUDI05 II Hellmuth Obata+ Kassabaum, Inc.· Clumr: Component: ID: C 249 20 Issued: /2. · 05 • Detail Number 552 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ ~ ' ~ ~ I ;j ~ r I f I J, ~ ::-- I 8" THATCH ROOFING 4 SUPPORT------,------.. BRACKETS BY THATCH MANUFAG TURER 1/2" PL YV'lOOD OVER 2xb V'lOOD RAFTERS-~ ROOFING FELT, LAP OVER-------- DRIP-FLASHING TYP. V'lOOD BLOC.KING---------'--- METAL DRIP FLASHING------,,, EL +I0'-5" T.S. 4x FAKE RAFTER END--------------6x V'lOOD APPLIED TO FASCIA, FLASH PER DET AL([l@TYP. EL +Cf'-1" FIN. CEIL. EL +Cf '-S" BOT. V'lOOD FURRING ------'----J 2x REDV'lOOD FINISH----~-./ BOARDS V'l/ MITERED JOINTS V'lOOD COLUMN BEYOND----~ 1/8" EXTERIOR CEMENT PLASTER OVER-----1---.___, METAL LATH ~ BUILDING PAPER, 1/2" GYP. SHEATHING BUILT-UP :BEAM DETAIL Ill LEGOLAND C.ARL-'BAt:» SCALE, 1 1/2""1'-0" ~ SJUDI05 II Hellmuth Obata+ Kassabaum, Inc. Revision• BEAM PER STRUGT. DV'lG'S Clutten Component: ID: C 246 83 Decall Number 553 1/8" EXTERIOR GEMENT--------- PLAS TER OVER MET AL LATH a BUILDING PAPER 4x ~OOD RAFTER PER------~ STRUGT. D~G'S ,',.,L--t-----//2" EXTERIOR PLY~OOD METAL DRIP FLASHING------.. ~--2x4 ~OOD ~ T.S. VARIES N I ~ EL +Cf'-3" BOT. 2x RED~OOD FINISH-------- BOARDS ~/ MITERED JOINTS 2x ~OOD FRAMING @ lb"--------+--+--1--' O.G. TYP., PROVIDE BLOGKING BET~EEN RAFTERS AS NEEDED + 1/8" EXTERIOR GEMENT PLASTER------+---~ OVER METAL LATH 4 BUILDING PAPER, 1/2" GYP. SHEATHING 2 1/2" ~OOD GOLUMN BEYOND---------<- 8 1/2" II" BUIL T·UP BEAM DETAIL SCALE, 1 1/2'"1'-0" ~ SIUOIO~ Revltions FRAMING Cluttar. Component: C 246 ID: 83 ' LEGOLA D .Hellmuth Obata+ 554 CARL-'BAD Kassabaum, Inc. laued: /2· D -Detall Number I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I NAILER FOR GYP. SHEATHING--- S TRUC TURAL RAFTERS V'l/----. 2x BLOCKING 4 FURRING FOR FAKE BEAM@ 16" O.C. ~ T.S. VARIES 2x FURRING TO PROVIDE;.._· --.. LEVEL NAILING SURFACE FOR GYP. SHEATHING ~ EL. +C;'-1" FIN. GEIL., . .. . ....... , ... . EL. +C;'-3" BOT. 1/8" EXTERIOR CEMENT-~ PLASTER OVER MET AL LATH 4 BUILDING PAPER, 1/2" GYP. SHEATHING 2x REDV'lOOD FINISH BOARDS __ __, V'l/ MITERED JOINTS + -+ + + + + 'k3J . .. , ... . . .. . .. BUil T·-UP e·EAM DETAIL ., LEGOLAND c.· A R L -' B A P ICALL 11/2'"1'-0' ~ SIUDI05 II Hellmuth . Obata+ Kassabaum, Inc. Cluster: Component: . ID: C 246 83 lsiued: /t.·~ · tlf Detall Number 555 . . b .. .. b • ---4----------PREFABRICATED ROOF HATCH ASSEMBLY ~/ INTEGRAL CURB 4'-0" x 4'-0" CLEAR GASKET SEAL----,. ~---CONTINUOUS SEALANT BEAD ~ATERPROOF DECK COATING SYSTEM, LAP UP FULL HEIGHT OF CURB ~-CONC. ROOF SLAB PER STRUC T. D~G'S 2x2xl/8" STL. ANGLE ~/ BENT-------+-1---_,, ROD ANCHORS, PROVIDE AT ALL 4 EDGES OF OPENING, PAINT O'KEE:FFE MODEL 501 ACCESS LADDER,--- FAS TEN AT ROOF ~ FLOOR SLABS PER MANUFACTURER'S ST AND ARDS ROOF HATCH DETAIL SCALE, 1 112••11•0• . . .. .. . . "' . "' ?1------------.-------~------,----------, ir ti~i·ii Rmllons Clullter: Component: ID: ~ ~ SIUDI05 C 146 20 ! LEGOLA D II ~:!::th ! L___c_A_R_L_~_B_A_t)_---L. __ K_a_ssah_awn_, In_c.---L::lu=uecl=::...:.:/t.=-·=O!,~·...LL....1-Detal-l N_u_mw __ 5_5_6 _ ____, I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I ·1 I I I I I I ~ ; ~ ~ ;; c £ ;; ~ METAL FLASHING---"'---- 8" THATGH 4----- A TT AGHMENT PER THATGH tvtANUFAG TURER ROOFING FELT 2x_ FRAtvtlNG PER--------1 STRUGT. DV'lG 1S .----GAP 4 ATT AGHtvtENT PER THATGH tvtANUFAG TURER (2) 2x8 PRESSURE TREATED NAILERS · GAL V. MTL. FLASHING, PAINTED PROVIDE SEPARATION BETV'lEEN DISSltvtlLAR tvtETALS GONTINUOUS BEAD OF SEALANT EA SIDE ..--BUILDING PAPER --MET AL SIDING ROOF DETAIL ICALE, 1•111•-o• '1 ~ STUDIO§ Rnillonl Clustw: Component: ID: C 246 83 LEGOLA ·D .Hellmuth Obata+ G A R L ..5 B A t> 557 .KaSBabaum, Inc, Issued: If •O?, · 'f1 DeeallNumbw . METAL FLASHING 8" THATCH 4 A TT AGHMENT PER THATCH MANUFAG TURER ROOFING FELT 2x_ FRAMING PER S TRUG T. DV'IG 'S ~--GAP a ATTACHMENT PER THATCH MANUF AG TURER (2) 2x8 PRESSURE TREATED NAILERS i---GALV. MTL. FLASHING, PAINTED CONTINUOUS BEAD OF SEALANT EA. SIDE __ .__~ 111---ROOF MEMBRANE ROOF DETAIL FLASHING MEMBRANE ROOFING- V'-1/ GRAVEL 4" GANT STRIP PL YV'IOOD PE STRUG T. DV'IG'S ~ L-----------r-------r.Re:;:vill~on;;.,;--Tcic1i;;;uate;;r:;-. CCo;;;;m;ponent:;;;;--IIIDD::j LEGOLIJD :.;; SCALE, 3'•1'-0' C 348 46 C, A R L -' B A t) 11M Kassabaum, Inc. lnued: / t.. 05. o-11 Number 558 I I I I I I I I I I I I I I I I I •1 Ii I I I I I I I I I I I I I I I I I ~ m ~ ' ~ ? I :g ~ ill ~ I ~ ~ ~ :i-~ :,, I - GAP 4 ATTACHMENT PER------ THATCH MANUFACTURER 8" THATCH ROOFING 4--+-"-----7"-7'-7- SUPPORT BRACKETS PER THATCH MANUFACTURER 2ND LAYER OF ROOFING--,,....,,'-----,,4----,~~ FELT LAPPED OVER 1ST _ ~ AT RIDGE PL YY'IOOD SHEATHING-~,,,, PER STRUCT. DY'IG'S FRAMING PER STRUCT. DY'IG'S---'-----' METAL FLASHING PAN-------,..__------~ Y'IHERE OGGURS AT FOOD STAND RAKE DETAIL ROOF DETAIL -SECTION@ RID-GE SCALEi 3•11'-o• . ,. ~ SIUOI05. lltevblons Cluster: Component: C 000 LEGOLA. D 1111 Hellmuth Obata+ 559 C A R L-'BAD Kassabaum, Inc. lnued: /2.·t>o--&J Detail Number ID: 00 R GEMENT l/811 EXTERIO tv!ET AL PLASTERBUOl(gl~G PAPER LATH 4 4 APPLIED BUil T-UP BEA~ER DET. G-553 RAFTER END ROOFING FELT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 8" THATGH ROOFING Y'{/-----~ SUPPORT BRAGKETS PER THAT GH MANUFAG TURER PROTEG T /Y'iATERPROOF EDGE Of,--. ~--. ~-~-~J~--~ ~~~ THATGH PER THATGH MANUFAGTURER1S REQUIREMENTS GAL V. MTL. FLASHING,----'----....__ GONTINUOUS GLEAT Y'i/ ROOFING FELT PL YY'iOOD SHEA THING PER STRUGT. DY'iG 1S BEAD OF SEALANT PROVIDE SEPARATION BET~EN _/ DISSIMILAR METALS TYP. .-----2x GABLE ROOF FRAMING PER STRUGT. DY'iG'S ----2x FLAT ROOF FRAMING PER STRUGT. DY'iG'S 1/2" GYP. SHEATHING OR PLYY'<OOD--•11 SEALANT-----,----- GALVANIZED DRIP EDGE------... ----2x SOFFIT FRAMING 1/8" EXTERIOR GEMENT-~-----J PLASTER OVER MET AL LATH 4 BUILDING PAPER · .. · .. ·. ROOF DETAIL SCALE, 1-1/2'"1'•0' '1 ~ mm~ Revbion1 LEGOLA D · .Hellmuth Obata+ GARL-'BA p Kassabaum, Inc. Clutter: Component: C 246 Detail Numbw 561 ID: 83 PLASTER REGLET·------------------, GAL V. MTL. GUTTER~/ SUPPORT BRAGKETS @ 3'-0" O.C. TYP. GAL V. MTL. FLASHING -:::::::~1;;:=;:::;;=;=:::;::;:::::;::::;:::;:::;:::::;;::=::;==:::;=;~~1 r;:::;: ' I : Ii' i I' 8" THATCH ROOFING--- $ SUPPORT BRACKETS PER THATCH MANUFACTURER CONTINUOUS GLEAT $ SEALANT BEAD 2_ RED~OOD TRIM SET-- IN CEMENT PLASTER 1/8" EXTERIOR GEMENT---- PLAS TER OVER MET AL LATH $ BUILDING PAPER t I • I 1/2" GYP. SHEATHING ----+-.-i+ OR PL YY'lOOD . {! I I: I I' i I : I I Ii I I I ROOFING FELT I I I I I I I 2ND LAYER OF---J BUILDING PAPER LAPPED BEHIND PLASTER REG LET $ UNDER ROOFING FELT I" 4" ROOF DETAIL • SECTION @ RAKE SCALE, 3•11•-o• D ........... _J )-w LL LL O'.'. ----w a> Ill LEGOLAND ~ SIUDIOs Revisions Cluster: Component: ID: CARL-'BAD Iii Hellmuth Obata+ Kassabaum, Inc. C 246 83 Detail Number 562 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2x FIRE RETARDANT 4 ----..c...., TREATED NAILER ~--PREFORMED ALUM. COPING SYSTEM, PAINTED i-==;:::;.;.:;;.:;;;:.;::..:::.::.==l=,.::.=::..:.:::;~1-----pRoVIDE SEPARATION 2x_ FRAMING PER----ll++-+--,11-Hl--BETl"iEEN DISSIMILAR STRUC.T. DY'iG'S I~ METALS ,~ 2x6 REDY'iOOD, LOY'iER I '> ~CONTINUOUS BEAD OF EDGE RIPPED @ A : SEALANT BOTH SIDES BEVEL TO PROVIDE -!+l't------l/2" GYP. SHEATHING DRIP EDGE OR PL YY'iOOD EA SIDE 1/8" EXTERIOR C.EMENT----111.-. 1 PLASTER OVER MET AL • t LATH 4 BUILDING PAPER • I , I ----BUILDING PAPER ~--METAL SIDING SCREEN. WALL DETAIL •1 LEGOLAND CARL-'BAD SCALE. 3'•1'-0' Clustar: Component: C 246 Detail Number 563 ID: 83 --8" THATCH ROOFING ~ ATTACHMENTS PER THATCH MANUFACTURER ~----~o-+-----,,L---GAL VANIZED METAL GUTTER, PAINT SURFACES EXPOSED TO PUBLIC VIEV'i 'fJ LEGOLA D GARL.38At) ---+--+--+--+--+----!---'--FRAM! NG ~ PL YY-iOOD SHEATHING PER STRUGT. DY-iG'S ------R-1'1 BATT INSULATION ---------SEE DET. G-565 FOR GROSS SECTION GUTTER DETAIL SCALE, 1•1/2"•1'-0" ~ SIUDI05 Revlllon1 Clua.n Component: C 246 ID: 83 II Hellmuth Obata+ 564 Kassabaum, Inc. lnued: /2-0 ,q Detail Number I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I· I I I 1. I I I I I 7/8" EXTERIOR CEMENT----'----~ PLASTER OVER MET AL LATH $ BUILDING PAPER CASTING BEAD 4 SEALANT -----~ GALVANIZED MET AL------------ FLASHING, EXTEND 2" MIN. PAST EDGES OF OPENING I I I I' THATC.H ROOFING BEYOND----! GALVANIZED METAL:~~ GUTTER, PAINT SURFACES EXPOSED TO PUBLIC. VIEV'1 EL VARIES -;t- 2x £LOCKIN1rr------f''-----;,'l-fHl------1 3x_ REDV'1OOD TRIM---i GLU-LAM BEAM, -----+---7411H1--------....;..__J FRAMING 4 PLYV'1OOD SHEA THI NG PER STRUCT. DV'1G 1S 7/8" EXTERIOR--'-----~J~I CEMENT PLASTER OVER MET AL LA TH 4 BUILDING PAPER MEMBRANE FLASHING -----------'----1 SEE DET. C-564 FOR CROSS SECTION GUTTER DET,AIL SCALE.' 1-1/t•rr-o• r-----GYP. SHEATHING OR PL YV'1OOD EA SIDE METAL SIDING SPRING LOK FLASHING/ C TRFLASHING V'1/ CONTINUOUS SEALANT BEAD ~i-----------;__,;_ _____ r--_;,_--,------------l Clutten Component: ID: ::' ·-~ SIUDIOE . { LEGOLA D IIHellmuth 1 Obma+ f C A R L --' B A t> Kassahaum,In_c. 565 -'----------------1-----.......,__J!!=:la~ued~: !:J!.rz.~~D~2.:.·:u,_L....:Detal:::=.l=Nu:::mber=-__:::....:_=-__J C 246 83 E ' :5: R-l'l BA TT-------, INSULATION @ CEILING I \ ! \ \/ I CEILING, ROOF 4 V'lALL FRAMING PER STRUC T. DV'lG'S R-11 BATT INSULATION@ V'lALLS SCHED. INTERIOR · FINISH ~-------8" THATCH ROOFING ~ SUPPORT BRACKETS PER THATCH MANUFACTURER RAFTER BEYOND, SEE DET C-513 FOR FLASHING DETAIL i----2xl2 REDV'lOOD OVER 1/2" EXTERIOR GRADE PLYV'lOOD SHIM ~~+----1/2" GYP. SHEA THING OR PL YV'lOOD ..,_..,.,__ __ 1/8" EXTERIOR CEMENT PLASTER OVER MTL. LATH 4 BLD'G PAPER g SCALE, 3""1'•0" I L---------r---==-:___l-=-~R~•,---vlj;;sl_on;;~.;-_~Tcic1;;;;uster:;:,;--CcCom;;;;;po;;nent:;;;-~,D~: ROOF DETAIL -SECTION @ 1ft ti! C 34643 LEGOL D 111111 ~;;.. -·--566 C A R L _, B A 'D .1111 Kassabaum, Inc. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ 1 I ;;- 9-g ~ ~ I ~ ~ GALY. MTL. DRIP·-~ EDGE FLASHING 2x3 REDV'lOOD PURLIN 0 REDV'lOOD 5EAM----.J PER STRUCT. DV'lG'S ~--~-8" THATGH ROOFING a SUPPORT BRACKETS PER THATCH MANUFACTURER .-----------,~~-ROOFING FELT / w~--~PL YV'lOOD SHEATHING PER STRUCT. DV'lG'S l"-2" THATCH CEILING FINISH / '----,----2x3 REDV'lOOD PURL IN REDV'lOOD TRUSS BEYOND -1-------~ PER STRUCT. DV'lG'S ROOF DET Al·L ~ SECTION @ CEILING •1 LEGOLAND· · GARL~BAP SCALE, :1""1'•0" QM STUDI05 II. Hellmuth Obata+ Kassabaum, Inc. Ravisionl Cluster: Compo'*1t: ID: C 348 46 DecallNumber 567 --------8" THATGH ROOFING a SUPPORT BRACKETS PER THATGH MANUFAG TURER ,~~~~~__,_~--PL Y~OOD SHEATHING PER STRUGT. D~G'S "~-s---GAL V. MTL. DRIP EDGE FLASHING ~---------+------~-ROOF 4 GE/LING FRAMING PER STRUGT. D~G'S --------RED~OOD BEAM PER STRUGT. D~G'S ,--\,-----------LAP BLD'G PAPER BEHIND TRIM TYP. ~~~~~~~~=======:+------Ix/ RED~OOD TRIM ....-.....+--+-------+------2x4 RED~OOD TRIM 1--'--""-.......,;::;:.....-i -----------------1/8" EXTERIOR GEMENT PLASTER OVER MTL. LATH 4 BLD'G PAPER ROOF DETAIL • SECTION @ EA VE Ill LEGOLAND C.ARL-'BAD SCALE, 3"•1'•0" ~ S!UDID5 II Hellmuth Ohata+ Kassabaum, Inc. Revision• Cluster. Component: ID: C 348 46 DetallNumbar 568 I I I I I I I I I I I I I, I I! I I I I I I I I I I I I I I I I I 1. I E I :!l = i I ~ ~ ; ¥ ~ I 9-~ ~ ~ '.;' I ~ BATT INSULATION, R-1'1 @ GEILING 4 R-11@ ~ALLS .~ ~~----8" THATGH ROOFING a SUPPORT BRACKETS PER THATGH MANUF AG TURER ~~~~~~~-PLY~OOD SHEATHING PER STRUGT. D~G'S '" ~~-GALV. MTL. DRIP EDGE FLASHING -A-1'-----2xlO RED~OOD TRIM .,_----'--~ RED~OOD BEAM PER STRUGT. D~G'S I\ /\ / \ / \ / \ /_\WJ.~---\--'----\--r---\i-----'--"'s;~ MTL. STUD GEILING 4 i \ i '-l \ ~ALL FRAMING PER I \ I \ I \ IAIL'S G~ STRIJGT. D,,o ==~~~~~~~~~~~=d::=~l~m["~~:_=-=i-----1/2"-EXTERIOR GRADE PL Y~OOD SGHED.-.L._-----ott--l.--+-------1/8" EXTERIOR GEMENT lNTERIOR FINISH \.... PLASTER OVER MTL. LATH 4 BLD'G PAPER ROOF DETAIL • .SECTION @ EAVE · SCALE, 3•11'f•O• ,,,,~ ~-STUDID5 LE.GOLDID . -~::::th Ka ab In ., Detail Number · G A R L ~ B A P · 88 awn, c. lnuecl:/Z•O?, • Cluster: Component: ID: C 348 46 569 8" THATCH--~~~~~================-----============---=============--=-==- ROOFING 4 SUPPORT BRACKETS PER -_ ~----- THATCH MANUFACTURER =-==:::==:::==:::~~~==~==:::==:::~==:::==~~~~==:::==:::;;;;; ROOFING FELT-------------------~-~----------- GAL Y. MTL. DRIP--- EDGE FLASHING 1-1/2" DIA. VENT HOLES----t7'---7'--r THROUGH FRAMING 4 REDV'lOOD TRIM V'l/ BIRDSCREEN @ 2'-0" O.C. TYP. 2xl0 REDV'lOOD OYER-----!/ 1/2" EXTERIOR GRADE PL YV'lOOD SHIM I I I ROOF 4 V'lALL FRAM! NG __ L...,_-f---'.\ttriffr=============\i PER S TRUC T. DV'lG 'S 1/8" EXTERIOR CEMENT---~. 1 PLASTER OV!:R MTL. · . 1 LATH 4 BLD'G PAPER : • I 1/2" GYP. SHEATHIN 1 OR PL YV'lOOD • · 1 I PLYV'lOOD SHEATHING PER STRUCT. DV'lG'S ROOF DETAIL • SECTION @ RAKE LEGOLA,JD C.ARL.3BAP SCALE, 3'•1'-0' 'I! SIUDI05 II Hellmuth Obata+ Kassabaum, Inc. Revltion1 Clulter: Component: ID: C 346 43 lnued; /'t · ~ • Detail Number 570 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I· I I I "' ~ 0 I g ~ ¥ ~ I 9-5 . / t ;; ~ ~ I PL Y~OOD ~ 2x_-------, \ CONTINUOUS FINISH---,-, FLOCKING BET~EEN TOP C.HORDS OF TRUSS TYP. RED~OOD TRUSS PER+-----'--- STRUC. T. DY'iG'S 1/2" EXTERIOR GRADE------i-,--~ PLYY'iOOD APPLIED OVER RAFTERS l"-2" THATC.H----+----~---- C.EILING FINISH 2x3 RED~OOD----...:......_ _______ __, PURLIN TYP. \ / '' ).' .. \ , \ / \ ROOF DETAIL • SECTION @ CEILING SCALE, 3•o1•-o• LEGOL:JD GARL--'BAt:> Revisions Clusw: Component: ~ SIUDID5 C 348 Ill Hellmuth . Obata+ 571 Kassabaum, Inc. luuecl: It. • O?, · 't7 Detail Number ID: 46 2x3 RED~OOD PURLIN TYP. l"-2" THATGH--~ GEILING FINISH "' 1/2" EXTERIOR GRADE PLY~OOD APPLIED OVER RAFTERS BOTTOM GHORDS OF __ ___,_,_ __ _ TRUSS PER STRUG T. D~G'S METAL STUD ~ALL 4 GEILING----1~_,,__~tt------- FRAMING PER STRUGT. D~G'S PL Y~OOD PER S TRUG T. DV'iG'S--+---+-~..-tiM'.Ut 3xlO REDV'iOOD TRIM------ 7/8" EXTERIOR ~EMENT------ PLAS TER OVER MET AL LA TH 4 BUILDING PAPER ! * C-21753 BATT INSULATION, R-ICJ @ GEILING 4 R-11@ ~ALLS ,~./ l 1 \ I\ \\, ; \ / \ \ / . \ / \t l '\ ----.,.__SGHED. INTERIOR FINISH CEILING DETAIL -SECTION @ WALL LEGOLIJD CARL-'BAP SCALE, 3""1'•0" ~ STUOI05 II Hellmuth Obata+ Kassabaum, Inc. Revision, Clulter: Component: ID: C 348 46 Detail Number 572 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I ~ Q :;; 9 ,:,' I Si 5 ;;, ~ l1 I ~ I \ \ /", / ' / ' -/ ', -/" / ', GALV. MTL. RAFTER FLASHING--,-___ ...,.. ', -, ' ' ' LAPPED UNDER C.ONTINUOUS ',, ' ' ' / / / t FLASHING, PAINT TO MATC.H ',, ~~ ) GONTINUOUS GAL V. MTL. DRIP---- EDGE FLASHING, NOTGHED@ EA RAFTER END, PAINT TO MATGH RAFTER I I I ' ' \ l I I I I APPLIED RAFTER END-----....,>-' -: <., : : '~ I I ,) C.ONTINUOUS SEALANT AT-----....:..l.. ..,....J' I ,/,,, ' I , ALL JOINTS ', .. v<,, .. ............... / / ', I \ .............. \ \ FINISH SURFAGE----------'-'----,-__ -.. , '\ ', . \ ) ',~ .... J.,,1 FLASHING DETAIL @ . APPLIED RAFTER END SCALE, N.T.S. 'fJ ~ STUDI05 Revisions Cluster: Component: C 000 LEGOLA. D II Hellmuth Obata+ 573 GARL.-,BAt> Kassabaum, Inc. luued: /~ • C?> • DeallNumber ID: 00 AL AG -ALUMINUM -ACOUSTICAL DOOR DB -DEAD BOLT HM KN -HOLLOV'i MET AL -KYNAR FINISH MK , -MASTERKEYED LOCK MTL,. -MET AL PH -PANIC HARDV'iARE HG(U) -HANDICAP TOILET SYMBOL SIGN (U) -UNISEX (V'i) -V'iOMEN (M) -MEN PP -PEEP HOLE IN DOOR P -PAINTED TG -TEMPERED GLASS -V'ilRE GLASS SG -SOLID GORE V'iOOD DOOR -V'iOOD DOOR SCHEDULE ABREVIATIONS LIST SCALE, NONE LEGOLAID ~ S!UDI05 Cluscer: Component: CARL~BAP II Hellmuth Obata+ Kassabaum, Inc. C 000 700 ID: 00 ·1 I I I ·1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. I I I I I 3'-6" 6" = '-\) / / / / = , C) / I 1"--r-~ / / [D = / \J / //,,,,-,;,· , I - / //' rn = / . / ' C) I / -' r-= rn Y'lOOD PANEL I \. ' B A '- -rn l'-6" C\ II I '-0" i. £ i. . i. I'-O" . . • 4 = .. ' / ~ ... / / - I I/ --. • ~ / - LOUVER () I r- (/ I\ l"-1'- C) I r- '\ I'\ D I' ' 3" 2'-0' "' 3" . . . 0 ~ , 0 . c( /1/ / w I ' /;\ Lf) /1/ I I / / . -/1/ G / b w C) IJ / ~ F E 0· I /1/ -r-/ w . ,. /? G w. 0 0 0 -. ~ DOOR TYPE\S i L...:.._ _________ ~=~~·~CA~L~E,~1/~4:::··1'~-o~·--,-::~=--,~:::::--c~~;;;::::::ID:7 ~ Revisions Cluster: Component: ID: NI ~ SIUDIO~ ~!~C?~~I? 11!::E:-.Inc. m-2-DJ-~ C 249/250 00 Detail Number 701 EQ G j = N .......__ - l.f) ~ ~ p - ~~ I'\ " ~ EQ EQ = ~F ~ l ~ 3" I . ~ . ~I -- . ,. . . . --N ~-I H ~------------------' / ENC.L05URE BY MANUFAG TURE I I : : _ _J____ LTE_:==--==--==-=-=====~·' I i:=....,: _____ ---j ----METAL r===--::. _____ I/ ROLL-UP Cf" I I I I 7 -~ I -r--- . r DOOR (TYPICAL) NON OPERABLE OPERABLE / - ~ I GLAZING C) I r--- K 3 1/2" I = :--\J = 1\1\ ~ ~ I I --rn = '\ ~ ~ C) I, . I / ~ -r-~ r-= = -rn I -I rn -rn Q . . ,. .. DOOR TYPES rn g 0 L_:__ ___________ r _______ rL-=--=-~~~~;_=-=-,=r-;c;,,u:;;;ste;;.r:;. -COo~m~po~n~en~t::--~1~0:: 7 Revisions ~ -~ ~ C 250 00 ~ SIUDI05 SCALE, NOT TO SCALE ~~q<?i~ A I? ll~~~"'....1n,. •••-* _,_ 702 I I I I I I I I I I I I I I I I I I I I- I I I I I I I I I I I I I I I I I I 4'-3 1/4" ~ -----------C) I -r- .. .. L .. .. = C) J -- I '-Cl 1/4"" 4'-3 !/4" C) I r- N -C) I ~00D PANEL THEMING STEEL FRAME ("GAST IRON") STEEL .PANEL THEMING - OPEN STEEL FRAME ("GAST 'IRON") R GATE I '-Cl 1/4" LEGOL:JD CARL-'BAD DOOR TYPES SCALE, 1/4°"1'•0' ~ sruo,og II Hellmuth Obata+ Kassabaum, Inc. • I Revisions luued: \ \ I X ' \ / I 2'-2"1 EQ I 111 [ri :~ :: I!! 11 ili II 11· I ' qi ' '·i ! ~k I : I'!:-I l' ' ' ; ! I I. I \ \ Cluster: Component: ID: C 249/250 00 Detail Number 703 s J / ~ " I / '\ \'\ ','\ = ', C) I / - "" / r-/ ~ // I/ METAL PLATE ~/ METAL DOOR STUDS . ,. = I C) \ I -\ ~ ! . ~ T ,, ' Ir----~OOD PANELS 9 --~,.-...,,•....i,_ 'C '' THEMED MET AL\ HINGE FRONT \ I V.1~ -. I I • /\ I/ \ a I u~,/_r- . NOTE: I. Y!:R.IFY ALL METAL STUD OPENINGS PR.IOR. TO FR.AME FASR.IGATION AND INSTALLATION. :2. ALL EXIT DOOR.S SHALL SE OPER.ASLE FR.OM THE INSIDE ~ITHOUT THE USE OF A KEY OR. SPECIAL KNO~LEDCS.E OR. EFFORT. 3 REFER. TO FLObR. PLAN FOR. PAIR.S OF DOOR.SAND DOOR. S~INCS, DIRECTION. Ill LEGOLAND CARL.38AD V • . "' 0 C '' / ., ! / ..:,. 0 0 :l 0 0 0 0 0 <::;~ ' -I • I i~ I I I i ~/ -~ I -N -. -a I c~ -; /" ., :"l O 0 0 0 .\J ~ , o o o o .:::z: ,,:::r"''.:=::!L-=--~' _..!'~ IN yv _f . 6'-0" l'-0" l.o • 4'-0" , . ,.l'-0" • • • • 12'-0" i.. • . /~\ '.....,f ·, \ DOOR TYPES SCALE, 11,•,1•-o• ~ sruo,og II Hellmuth Obata+ Kassabaum, Inc. Revisions l11uad: /t.-o?,-1/1 '·*· C-21753 '*' ~~~ ; ~CA':~~ Cluster: Component: ID: C 000 00 Detail Number 704 I I I I I I I I I I I I I I I I I I' I I I I I I I I I I 1· I I I I I I I I I u . NOTE: I VERIFY ALL METAL SilJD OPENINGS PRIOR TO FRAME FABRICATION AND INSTALLATION. 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE l"IITHOUT THE USE OF A KEY OR SPECIAL KNOY'ILEDGE OR EFFORT. I, . . , i , , ,, , ' , wrxl .. H / ! j ii j l i i1 . i ii ! 1 \J ;! l : I ~j 1· ! ! :: 1 ':=I :::::: =!=:!-:!_· --:!I".~~, ~ !j I 1 1111: t ll.i;; ,11-_,_:...,..1-, '-'v '! I ~ : : I I ; ~ : : : 1 I ; I ! : . ! ~ ~ 'R=+=R· : •-,~-I ' 1 • I ii I ! : ! ~ :3 REFER. TO F.LOOR PLAN FOR. PAIRS OF DOORS AND DOOR Sl"IING DIRECTION. ! l I ! I i ! I . I ! '/ (J T 1, ·; ! ·1 I ~ !j ! ! I ii i I ; 'I w ! I I I i i '· I • I II ' I I ii • I EQ ... EQ. l EQ ... EQ. . ., • • 9''-0" .. .. . MTL GRILLE 1 SCALE, 1/4"•1'•0" ffiffiffiffiffiffiffiffiBffi ~ I "' ! (J " I w • . ffffiffi§i§ffiffiffi 1 I j j 'fff=REHE ., i . ,.. I . . . . , I " (J = i, 1 1 1 l 1 '. , _ 'l±ttll j , :-1 I I.'\ w. rn ffiffiffiffiffiffiffiffiffi ;/ "' _I I ;! ' (J r- I w. I I ,.. V I G w . §fflffiEffflEffflEffflEfffl§fflEfffl§ffl I/I i ,I .. I EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 18'-3" 3 '-2" MTL GRILLE 2 · @ MECH ENCLOSURE SCALE, 11'"•1'.•0" TJ ~ STUDIO~. Revisions Cluste'r: c;:omponent: C 250 LEGO·LA D II Hellmuth Obata+ 705 C A R L .3 BAD Kassabaum, Inc. Detail Number .. .. ID: 00 l'-0" 3'-0" 3'-0" 16" ~I // I //1 = rn GLAZING ,( / I - / rn = C) = I -r- -~ WINDOW @ INN FOH C-249 NOTE: SEE ELEVATION A363. The 1A1indo1A1 opening has a model OFOI The sash ( one on either side) is attac.hed to the jamb and is open @ ·all times. Provision must be made to sec.ure the sash in the event of horizontal movement. SCALE, 112' • 1'·0• -C) I 13 G-A363-I, 2 WINDOW SASH @ INN TOWER C-249 SCALE. 112• • 1'•0' -C) I )1\(00D FRAME -------~~-----...,--- ( GFG I) STAINED GLASS--~ )l',(INDO)I',( (OFOI) A 3 1/2" I'-"3 1/2" THEMED STAINED GLASS WINDOW C-250 Ill LEGOLAND C.ARL~BA'D SCALE. 112' • 1'•0' ~ STUDIO~ II Hellmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: ID: C 249/250 00 Detail Number 711 I I I I I I I I I I I I I I I I I I I -- - - ---------------.. _, .... , ., • ... •.&.• ......... D 0-0 R SCHEDULE C O M P O N E N T N U M B E R & ID C-249-00 C L U S T E R : CASTLE HILL, CASTLE INN 1 2 3 4 5 6 7 8 i DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS FRAME RATING HEAD JAMB SILL GROUP 101 3'x7'x1 314" A SC p HM NIA P-310 P-317 Cl-6 ........ Xl02 3'x7'xl 314" A SC p HM NIA P-310SIM P-311 Cl-8 103 3'x7'xl 314" A SC p HM NIA P-310SIM P-317 CI-7 -104 3'x7'xl 314" A SC p HM NIA P-310SIM P-317 Cl-7 ..... _ .... X107 3'x7'xl 314" C SC p HM NI.A P-316 P-311 Cl-9 ~108 3'x7'xl 3/4'' C SC p HM NIA P-316 P-311 Cl-10 X109 3'x7'x1 314" C SC p HM NIA P-316 P-311 .. Cl-11 XllO 3'x.7'xl 314" C SC p HM NIA P-316 P-311 CI-10 ""''' XIJ.1 3'x7'xl 314" C SC p i-,M NIA P-316 P-311 CI-9 ...... X113A ll'x8'xl 314" B SC s TG WD NIA C-315 C-305. Cl-17 THEM.ED CUSTOM , ............ Xll3B B'x8'x1314" B SC s TG WD NIA C-315 C-305 CI~17 Tl-f EMED CUSTOM """""""'""""'"'"' · Xl13C ll'xWxl 314" .B SC s TG WD NIA C-315 C-305 CI-17 THEMED CUSTOM ... -....... , .... Xl13D ll'xll'xl 314" B SC s TG WD NIA C-315 C-305 CI-17. THEMED CUSTOM Xll3F ll'xll'xl 314" B sc; s TG WD NIA C-315 C-305 CI-17 THEMED CUSTOM '"''"' 113 3'x7\13l4" D SC s· TG WD 'NIA C-316 C-306 Cl-16 DOUBLE ACTION DOORS .... ,. X114A 3'x7'xJ 314" p. SC p _WD NIA C-307SIM C307 . Ci-2 • THEMED ONE SIDE ....... Xll4B 3'x7'xl 314" A SC p Htyl NIA P-31~ P-311 Clsl3 '"""" 115A 3'x7'xl 314" A SC p HM NIA P-310 P-317 Cl-3 1158 3'x7'x1 314" A SC p HM NIA P-316 P-311 Cl-4 X115 3'x7'xl 314" A $C p Htv1 NIA P-3Hl P-317 Cl.-13 .................... 116 3'x7'xl 314" A SC p HM NIA · P03}6 P-317 Cl-5 Xl 17 3'x7'xl 314" A HM p HM NIA P-310S!M . P-317SIIM Cl-11 XIIHA 3'x7'xl 314" Q STL r STL NIA C-315SIM C-307SIM Cl-4 THEMED ONE SIDE X 11813 4' -4"Xo' -0" R STL r STL NIA P-31llSIM P-311 CI-1 GATE DBL DOOR SEE D-314 SIM XllllC 3'X7' u STL p STL NIA P-316 P-311 CI-14 MTL. DBL. DOOR -NO CENTER MULLIONS --....... -....... ,--.... -... XllllD 2'-6"X6' T STL p STL NIA P-316 P-311 Cl-14 MTL. DBL. DOOR-NO CENTER MULLIONS 12/3/'l7 9: 18 AM DOOR SCHEDULE C O M P O N E N T N U M B E R & ID C-250-00 CLUSTER: CASTLE, BASE BUILDING 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYl'E MATL FINISH GLASS PRAME RATING HEAD JAMB SILL GROUP XIOI 3'x7'xl 314" A HM p HM NIA P-310 P-311 CD13 --·-------·-·-.. .. ................. 102 3'x7'xl 314" A HM p HM NIA P-310S!M P-317 CD4 ..... ___ ., Xl02A 6'X7'xl 314" s HM p HM NIA P-310SIM P-317 CD21 Xl07 3'x7'xl 31 -I" A HM p HM NIA P-316 P-311 CD10 _..,.,,,_ ,,_,,,_ ---.,_,,,,_,, .. __ ,,_ XI07A 8'-6"x8' -0"xl 314" L . STL/WD p STL NIA X X CD18 THEMED SHOW ACTION DOOR (OFOI) ·-............. .. ............ XI07D 3'x7'xl 314" A HM p HM NIA P-316SIM P-311 SIM CD10 ................ , XIOll 3'x7'xl 314" J SC s HM NIA C-313 C-303 .. COil THEMED ............................ -·-----· -- XIO\I 3'x7'xl 31-1" J SC s HM NIA C-313 C-3tl3 CDS THEMED -........ 109 3'x7'xl 314" J SC s WD NIA C-313SIM C-303 CDS . THEMED -........ ,_.,_, __ .... , ...... ,_,_, __ ., __ .... ·--·-·· I Ill 3'x7'xl 314" J SC s WD NIA C-314 C-304 CD6 THEMED ONE SIDE ONLY '" XI Ill 8'-6"x8'-0"x13l4" L STLIWD s STL NIA X X CD18 THEMED SHOW ACTION DOOR (OFOI) .......................... .. .... -...... . -· . II2A 3'x7'xl 314" J SC s WD NIA C-311 C-303 CDS THEMED ON ONE SIDE ONLY ., __ ,, ., .. ,_,,.,_.,_,,,., ........... 11213 3'x7'xl 314" A SC s WD NIA P-310SIM P-317 CD7 THEMED ON ONE SIDE ONLY , .. -... --.. --... , ................ '" .. ........... II2C 3'x7'xl 314" A HM p HM NIA P-310SIM P-317 CD7 ........... , .... _ ........................ ' Xll3 6'X7'xl 31-1" G SC s WD NIA C-314 C-30I SIM Cl320 THEMED ----.... ,_,_,,,_ .. ___ , --------,, ...... II4A 3'x7'xl 3/4" J SC s WD NIA C-314 C-304 CD6 THEMED ,.,, __ ,,,,, __ ....... II-ID 3'x7'xl 3/-1" J SC s WD NIA X X CD9A THEMED ( DOOR FROM LIFf MANUF.) ......... ,,-.... -. .... _ .. ,,,,,, -..... .... -... Xll-1 4'x8'X I 314" H STL p STL NIA C-509SIM · C-311 SIM Cl35 ROLL-UP __ , .. _,_,_ .... -.... -_, Xll5A 8'-o"x8'-0"xl 314" N STL p STL NIA X X CDl9 GATE ,., ____ ... ______ --.. -...... _ ... , ...... XI 150 3'x8'xl 31-1" J SC s WD NIA C-311 C-301 SIM CD12 THEMED -..... -_.,_,_, .... , .. ,_ ............................................. _,._,, __ ,.. ... .. ,_.,_,.,., ....... Xllo ll' -6"x8'-0"x13I 4" L SC s STL NIA X X CBl9 THEMED CLOSED _,,_., __ ,._, __ , __ Xll8 3'x7'xl 314" J SC s WD NIA C-313SIM C-312 CB9 THEMED ,...._,,.,_, .... -......... _ ... ....... ___ ,,.,. ................ .. .. _ .. ,_ -.. , .. __ .... --_,,,,_ . XII\I 3'x7'xl 314" J SC s WD NIA C-3I3 C-311 Cl39 TIIEMED ,,._,_ -H-MMOW-...... , .. ,_ .. • .,.,_ 0 """" __ , H Xll9A S'-6"xll'-0"x1314" H STL p STL NIA C-509 SIM C-301 SIM Cl35 ROLL-UI' ,,_, .. , .. --'" ---.,_ XI 1913 I l'x7'-6"xl 314" H STL p STL NIA C-509SIM C-301 SIM Cl35 ROLL-UI' -·-____ ,.,, ........................ ' XII\IC Jl'x7'-6"x1 314" H STL p STL NIA C-509 SIM C-301 SIM CBS ROLL-UP .... ____ ........... _ ............ . .......... ____ , .. ___ .. Xl19D ll'x7'-6"xl 314" H STL I' STL NIA C-509SIM C-301 SIM CDS ROLL-UP ................................ , .. __ ..,.,,. ..... ,, .... , ... '' X119E 11 'x7'-6"x I 31-1" 1-1 STL p STL NIA C-509SIM C-301 SIM Cl35 ROLJ.-UI' --"' ...... --.. -·--· --- XI20A 5'x7'xl 314" E SC p TC WD NIA C-314 C-304 CI3J5 Tl IEMED ·--.... _.,,_., , ___ ,,,_ ... . ................ . .. ..... .. .... X120D S'x7'xl 314" E SC p TG WD NIA C-314 C-304 Cl316 THEMED ___ ., ----·-------· ........ ,,., __ ,_ -·-· __ ... Xl20C 5'x7'xl 314" E SC I' TG WD NIA C-3I4 C-304 CllI5 Tl IEMED _,._.,., __ ,., __ ,,., ........................................... _, ... -· ........... XI201J 5'x7'xl 314" E SC I' TG WD NIA C-3I4 C-304 CBl6 THEMED -·--·-..... ,-.. ·---·-. ----·-·--.. ., _____ ............................... ~ Xl20E 5'x7'x I 3/4" E SC p TC WD NIA C-314 C-304 Cl3I6 THEMED ------· ......... __ , __ ,_., .. _.,, .......... _,_., ___ ................... ··-........... ,_ ................. "' ' - 121 3'x7'xl 3/-1" K SC I' TC HM NIA P-310 P-317 CD17 THEMED ..... .. ___ ,, ___ --.. "------HMH,_H __ , __ .,., ___ --------· .. --.. -.. -----------~---·--- Xl22 3'x7'xl 3/.J" A HM I' HM NIA l'-3IO P-31I CBl4 -------- -- --- ---- -- -------------------lL.j.j/'J/ /:4b AM DOOR SCHEDULE COMPONENT NUMBER & IDC-250-00 CL US TE R: CASTLE, BASE BUILDING 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS FRAME RATING HEAD JAMB SILL GROUP X123 3'x7'xl 3/4" 'i\ HM p HM NIA C-311 SIM C-303 CB9 THEMED ON ONE SIDE ONLY X124A 3'x7'xl 3/4" A HM p HM NIA C-311 SIM C-303 CB9 THEMED ON ONE SIDE ONLY """' X124B 3'x7'xl 3/4" A HM p HM NIA C-311 SIM C-303 CB9 THEMED ON ONE SIDE ONLY X126 3' -0"X6' -0" Q STL p STL NIA C-376 0 ' C-376 THEMED GATE .. X127 12'X11Xl 314" V STL p STL . NIA C-376SIM C-376SIM THEMED GATE {,_. . ~ -, ' 12/3/97 9:22 AM FINISH SCHEDULE C O M P O N E N T N UM B E R & ID :C249 C L U S T E R : CASTLE HILi D W G. N o. :A205 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS ABBREVIATION No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH 101 COSTUME SHOP CONC RUBBER GB/P GB/P GB/P GB/P NIA? Concrete (Color) 1112 GREENROOM LOUNGE CT RUBBER GB/P GB/P GB/P GB/P G Conc.(C) 103 SHOWER CT CT GB/P/CT GB/P/CT GB/P/CT GB/P/CT GB/P Ceramic Tile -..- 104 TOILET CT CT GB/PICT GB/PICT GB/P/CT GB/P/CT AC.T CT. 105 MENS TOILET CT CT GB/PICT GB/P/CT GB/P/CT GB/P/CT GB/P Vinyl Tile I06 WOMENS TOILET CT CT GB/P/CT GB/PICT GB/PICT GB/P/CT GB/P V.T. 101! FAMILY TOILET CT CT GB/PICT GB/PICT GB/P/CT yB/PiCT . GB/P ' Quarry Tile 1()9 JANITOR CLOSET CT CT GB/PICT GB/PICT GB/P/CT GB/PICT ' NIA Q.T. IHI FAMILY TOILET CT CT GB/PICT GB/P/CT GB/P/CT GB/P/CT GB/P Wood 113 RESTAUARANT CT CT PL/WD PL/WD PL/WD PL/WD . PL/WD WO . 1138 RESTAUARANT@ CT CT CT NIA CT CT PL/WD Carpet 113C RESTAUARANT@ CT CT CT NIA CT CT PL/WD C. 114 ·BOH CT CT FRP FRP FRP FRP AC.T BASE+ FRP TO 8'-6" HT. Gypsum Board 115 DISHWASI-IING BOH CT CT FRP FRP FRP FRP AC.T BASE + FRP TO 1!'-6" HT. G.B. 116 STAFF TOILET CT CT GB/P GB/P GB/P GB/P GB/P Paint 117 ELECT. CONC RUBBER GB/P GB/P GB/P GB/P NIA P. 1211 OFFICE CT CT GB/P GB/P GB/P GB/P AC.T Props Pps. Acoustical Tile ACT Stucco Plaster Stc.P. Reinforced Fiberglass Panel R.F.P. Themed Plaster TP ------------------- -------------------J.L./ ::>/ .,, ';J;,t..J J-\!Vl FINISH Sc· HE DUL E C O M P O N E N T N U M B ER & ID :C250 C L U S T E R : CASTLE HILi DW G. No. :A206 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS ABBREVIATION No. NAME "FINISH BASE NORTH SOUTH EAST WEST FINISH 101 ELECTRICAL CONC. RUBBER GDIP GBIP GBIP GBIP NIA Sealed Concrete 102 COMM CONC. RUBBER GBIP GB/P GD/P GBIP NIA Cone 102A FIRE PUMP ROOM CONC. RUBBER GDIP GB/P GB/P GB/P NIA . .• 103 SCENE 1 PLYWOOD NIA SCENIC TREAT ST ST ST NIA OFOI Ceramic Tile 104 SCENE2 PLYWOOD NIA ST ST ST ST NIA OFOI CT 105 SCENE3 PLYWOOD NIA ST ST ST ST NIA OFOI Vinyl Tile 106 SCENE4 PLYWOOD NIA ST .ST ST ST -.NIA 0FOI VT 107 S<;:ENE5 PLYWOOD NIA ST ST ST ST ·< NIA OFOI · Quarry Tile 108 STORAGE PLYWOOD NIA GD/P GB/P GB/P GB/P NIA QT 109 · ELECTRICAL CONTROL PLYWOOD RUBBER GDIP GB/P GD/P · GD/P N/A Wood nv UNl,.OAD PLY/CONC TP TP TP TP TP NIA . ST AMPED CONC. FLOOR WD: '111 OPERATOR · PLYWOOD· TP TP TP TP TP NIA Carp.et 112 CONTROL & CORRIDOR CONC. RU~DER GD/P GD/P GB/P GB/P N/A C. 11:3 . TUNNEL, & E;i<IT CONC. TP TP TP TP TP CONC/N/A Gypsum Board 114 LOADING r>LY/CONC TP TP TP TP TP .. TP GB 115 COASTER RE-ENTRY CONC_. NIA TP TP TP TP QPEN Paint 116 RIDE M4,~NTANCE CONC. NIA TP er TP CP OPEN p 117 TENT QUEPE COASTER CONC. NIA TP NIA TP TP TENT STAMPED CONC. FLOOR Props 118 .RETAIL STORAGE CONC. RUDDI;R GD/P GD/P GB/P GB/P TG Pps 119 RETAIL SHOP CT CT TP TP WD er TG/WD Acoustical Tile 120 ICE CREAM PARLOR CT TP. TP TP TP TP GLAZE/GD ACT 1;21 SERVICE CO{,JNTER CT CT CT NIA CT CT GB Cement Plaster 122 KITCHEN CT . CT FRP FRP FRP FRP AT DASE+ FRP TO 8' -6" HT. CP 123 STAFF TOILET CT CT GD/P/CT GB/PICT GD/P/CT GB/PICT GDIP CT TO 7' -0" HT. Reinforced 124 BALCONY ACCESS PLYWOOD RUBBER GB/P GD/P GB/P GD/P GD/P Fiberglass Panel 125 D.O.STAGE CONC. NIA er CP CP er er RFP 128 TUNNEL CONC. NIA TP TP TP TP TP· Themed plaster TP I I I I I : IMAGINATION I CENTER I I DETAILS I 03 DECEMBER 1997 -FINAL SET I I I I I 'Ii sruoro~ I II Hellmuth A Obata+ 1 Kassabaum, Inc. I w ·:1 ::::, -' 0 .> IMAGINATION CENTER I I I I I I I I I I I I I I I I I I I INSIDE ~--ALLJM. /1'-l!NDO~ /1'-lALL = SUPPORT SYS. BEYOND ,~~~,:::-'---.;:-+---"s-- 1"'--------1-+-'-~~l!-:-l!----f--OPAQUE GLASS ~,,..<--fi,-tt-----+--MET AL STUD f RAM I NG <J I 111 111 111 111 . II -=111 111 111 11 '-=I 11 ·I I <J R-11 BATT. INSLJLATION ~-;=:===~:::qi=_~_--1--SHT. MET. f LASH I NG C1;). V'l/ DRIP EDGE @ SILL N PAINT TO MATCH ALUM. /1'-l I ND O /1'-l V'-IA LL ,.,--_.,.....,----ARGHITEG TURAL <J . ... GONG. BASE (TYP.) 5/8"GYP. BD. V'IOOD BASE VINYL FLOOR OR c;.ARPET /1'-lHERE OCCURS PANEL PERIMETER = PEDESTAL dJ ASSEMBLY PEDESTAL ADHESIVE <I · V'IOOD SHIM TYP. ACCESS FLOOR DETAIL @ LEGOLA'fjD CARL..58At> SCAI.Ea 3' ~ 1'•0' ~ STUDI05 II Hellmuth Obata+ Kassabaum, Inc. Revisions luued: ~ Cluster: Component: ID: I Detail Number 101 •. METAL STUD .. , ~-.... FRAMING ... R-11 BATT ... INSULATION -.. PLYV'iOOD ... 5/8" GYP. BD. 1~-t---'111,,~ ,,_-V'iOOD BASE VINYL FLOOR OR CARPET V'iHERE PANEL .. OUTSIDE. -~. .. INSIDE '. PERIMETER = t::,: d) •,• PEDESTAL .. b. ASSEMBLY ~ ... PEDESTAL ADHESIVE ~ D,. D,. ~ TYP. ACCESS FLOOR DETAIL @ CONC. ~ Ill LEGOLAND C.ARL-'BAt> SCALE. 3• • 1'•0' ~ STUOI05 II Hellmuth Obata+ Kassabaum, Inc. Revllions luHd: ~ 12. 3. 'f7 Clustar: Component: ID: I Detail Numbar 102 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1· I I I I I I I I I I METAL STUDS .... .·.· --1 .. PLYY'iOOD lt'{HERE OCCURS .. .. :.-: 5/811 GYP. BD . .. 0{000 BASE I" .. .. .. VINYL FLOOR 'q'" OR CARPET Y'{HERE OCCURS PANEL .. .. .. . . INSIDE . ' . . PERIMETER = OJ ·.· ... PEDESTAL .. .. ASSEMBLY ... ... PEDESTAL . .. ADHESIVE .. " 4 D,. D,. TYP. ACCESS FLOOR DETAIL @ INT. LEGOL:ID CARL~BA'D SCALE, 3• • 1'·0· . . ~ STUDI05 II Hellmuth Ohata+ Kassabaum, Inc. Revisions Cluster: Component: ID: I Issued:~ Detail Number 103 IZ.-~.17 ~ i l' • i OUTSIDE r-----ALUM. V'-llNDOV'-1-V'lALL ~-----.-SUPPORT SYS. BEYOND INSIDE ,,----V'-IOOD SILL ,.--i--------DOOR FRAME ---GYP. BD .. ~-------+-i----DOOR AS = \.\) .......... rn l> t:..' t::,,= T .......... t> 1>-t> A A t> t> l> . t> ~ t::,, t::,, t> " . LEGOL:JD C.ARL-'BA'D A . t> . t>.t:. t> SCALE, 3" • 1'•0" ~ STUDIOE . . 't> A Revision• SCHEDULED V'-IOOD BASE TRESHOLD VINYL FLOOR OR CARPET V'-IHERE OCCURS PANEL PERIMETER PEDESTAL - ASSEMBLY dJ PEDESTAL ADHESIVE A Clulter: Component: I ID: II Hellmuth Obata+ Kassabaum, Inc. t"i::, .. ;:::ued:;:-: ~tll~•f;;;;;T•titi,.;-J Detail Number 104 I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I -.... ~ : :' rn 6 1/2" EQ. EQ. INSIDE --""--~-1/411 TEMPERED -.6<~ TINTED GLASS (TYP.) ~---GONG. GURB BEYOND )1'.1/ CHAMFERED GORNERS ,;..----'---STL. 'Z' GLIP JAMB ANGHOR (3) @ EA. END (J w - tl[c:::::::=====~~-~~ (J w '----BACKER ROD AND SEALANT FINISHED STL. COLUMN SEE STRUG TURAL D)l'.IGS. ou·TSIDE CURB TO COLUMN DETAIL . . SCALE. 3' • f•O' ' ~evtslons Cluster: ·Component: ID: · ~ STUDIO§ 260 00 ,J I LEGOLA D .Hellmuth ·obata + 110 C.ARL-'BAD Kassabaum, Inc. Issued: ~ Detail Number Jt-, '!,.c;7 I I I I I I I I I I I I I I- I I I I I 1/4" TEMPERED---------.. CLEAR GLASS (TYP. @ PIZZA CAFE) RADIUSED GONG. CURB BEYOND ~/ CHAMFERED CORNERS STL. 'Z' CLIP JAMB ANCHOR (3) @ EA. END (TYP.) INSIDE \ OPEN BACK MULLION @ EA. STL. COL. \ \ \ \ \ \ \ \ \ \ \. \-~ISHED STL. COL. \ S~E STR,UG T. D~GS. ~-BACKER ROD AND SEALANT '-'-------FACETED ALUM. ENTRANCE SYST. OUTSIDE 0/ GONG. CURB . CURB TO· COLUMN DETAIL SCALE, 3' ir 1'-0' '1 . Revisions Cluster: Component: ~ sruo1og I. 260 LEGOLA. D Ill Hellmuth Obata+ 111 C A R L .3 B A x::, Kassabaum, Inc. Issued:~ Detail Number /-Z.,3,'f7 ID: 00 INSIDE -. . t.. t.. . ; . 3/8" • 3/811 t..t.. • • OUTSIDE ~--1/4" TEMPERED CLEAR GLASS (TYP.) I , /---BACKER ROD .~ I --31r--.-.+---+ti-,w 1 . ~/ AND SEALANT -I ti~ . .... . t:::. . t:::. .. . ~-- (:::. l;>. ' t:::. : t> ~-. t> V ---CONC. CURB BEYOND~/ CHAMFERED CORNERS I: ~ [i,. t.:. t:::. i,, I t> t> .. t> t:::. t:::. t:::. .. . . .. D. -t> D. t * C-21753 * CONC. CURB @ STOREFRONT Ill LEGOLAND C.ARL-'BAD SCALE. 3' • 1'•0' ~ STUDIDE • Hellmuth Obata+ Kassabaum, Inc. Revisions Issued: !ti tT " ,2-.:1.,1 Clusten Component: I 260 Detail Number 112 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I ·I I I I I I I -1 I I I I· INSIDE RADIUSED GONG. GURB BEYOND~/ GHAtvfFERED GORNERS. 1/411 TEtvfPERED-------,. TINTED GLASS (TYP.) '-----PIVOT tv!ULLION OUTSIDE INT. VERT. MELLION 0/ CURB SCALE. 3• i 1'-0' Revisions Cluster. Component: ID: I ~· STUDI05 I 260 00 LEGOLA D Iii Hellmuth Obata+ 113 GARL~BAt:> KaHahaum, Inc. Issued: ~ Datall Number rz..~.'f1 I I I I I I I I I I I I I I I I I I I ,---~--GYP. BD. FINISH BELOV'l V'ID. SILL (SHOV'IN DASr-lED) ~----+---V'IOOD SILL ,------'-· ALUMINUM V'IINDOV'l V'IALL SYSTEM THRESHOLD SINGLE AC-TING DOOR V'l/ OFFSET PIVOTS · -DOOR FRAME INTEGRAL V'l/ V'll NDOV'l V'IALL SYSTEM JAMB DETAIL_ @ WINDOW WAL DOOR SCALE. 3~ • 1·-0· :J ~ STUOI05 Rmilont Clllltler: Component: ID: I 000 00 LEGOL D Ill Hellmuth Ohata+ 301 CARL.3BAD Kass~aum, Inc. IWNld: iO i'l'ff' Detail Number t2~3.f7 1/2" r-----GLAZING OUTSIDE ALIGN ALUH.-----1-' COVER PLATE_ -~--, ~/ VERTICAL MULLION INSIDE ,------+-ALUHINUH ~INDO~ ~ALL SYSTEH /T VERTICAL ~INDO~ ~ALL SUPPORT BEYOND ~--1-HOLLO~ HET AL ALUHINUH DOOR I NTERGRAL ~/ ALUMINUH ~INDO~ ~ALL SYSTEH THRESHOLD HEAD & THRESHOLD @ WINDOW WALL DOOR SCALL 3' • 1'•0' '1 ~ STUOI05 Rnltlon1 CIUltar: Component: ID: I 000 00 LEGOLA D Ill Hellmuth Obata+ 302 GARL.)BAD Kassabaum, Inc. !Ill.Hid: 18 1T " Daa!INumw rz-. S-17 I I I I I I I I I I I I I I I I ·I I .. I I I I ·I I I I I I I I I I I I I I 1· I ,---~-.,----GYP. BD. FINISH BELOr"{· r"{D. SILL (S_HOr"{N DASHED) ~---r"{OOD SILL ,-----r"{OOD SILL BUTT JOINT --.----ALUJvflNUJvf r"{/NDOr"{ ~ALL SYSTEM WINDOW-JAMB @ O-P-ERABLE TO OPERABLE· . Ill LEGOLAND C A-R· .L -3 B A P SCALE, 3• • 1·-0·--·. ~ STUDI_O§ II Hellmuth Obata+ _ Kassabaum, Inc. laued: iO 1:Y -ff ,-2 ... !,.tJ Clustar. Component: ID: I 000 00 303 ,------GYP. BD. FINISH BELOV'l V'!D. SILL (SHOV'!N DASHED) ,-------V'!OOD SILL r-----V'!OOD SILL BUTT JOINT ~---ALUMINUM V'!INDOV'l V'!ALL SYSTEM WINDOW JAMB @ OPERABLE TO FIXED SCALE, 3• • 1'•0' ' ~ STUDIO§ R.rtlllonl Cluttar: Component: ID: I 000 00 LEGOLA D Ill Hellmuth Obata+ 304 CARL-'BA'D Kassabaum, Inc. IIMled: ~ 1:'f :,,> Detall NumNr 12-. 3-'rJ 1I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I I I I I I I ,-------GYP. BD. FINISH BELO)I'-{ )l'-{D. SILL (SHO)l'-{N DASHED) ,-----)1'-{OOD S-ILL ,-..---)1'-{OOD SILL BUTT JOINT '-1------ALUJvflNUJvf )l'-{INDO)I'-{ )l'-{ALL SYSTEM WINDOW JAMB @ FIXED TO FIXED SCALE, 3• • 1•-0• '1 llevblons Ckmllr. Component: ID: ~ STUDIO§ I 000 00 LEGOLA D II Hellmuth Obata+ 304a C.ARL-'BAt> Kassabaum, Inc. 1--': 14Mf,lff DatallNumber /7-,$,f7 I 4. .----R-11 RIGID INSULATION ALUH. HET. PANEL Y'i/ FINISH TO HATCH ALUH. ¥'ii NDOY'i Y'iALL SYSTEH ALUH. HETAL LOUVER ~------ALUHINUH Y'ilNDOY'i Y'iALL SYSTEJvf JAMB DETAIL @ WINODW WALL LOUVER . SCALE, 3• • 1·-0• I ijlj STUDIO~ llftfllona Clllfllll'l Component: ID: I 000 00 LEGOLA D lill Hellmuth Obata+ 305 C.ARL-'BAP KaHabaum, Inc. lauect. 12-0S-97 DaeallNumber I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----R-11 RIGID INSULATION c----ALUH. HET. LOUVER R-11 BATT --- INSULATION · 1/2 11 ,----ALUH. BREAK HET. 11'-i/ FIN. TO HATCH ALUHINUH 11'-ilNDOV'-i 11'-iALL SYS TEJvf .----ALUH. HET. PANEL 11'-i/ FIN. TO MATCH ALUH I NUH 11'-i I NDO 11'-i 11'-iALL SYS TEH '---+----HET.BRACKETS BOTTOM TRUSS CORD ABOVE SHOV'-iN DASHED MECH. ATTACHED TO HULLION JAMB DETAIL @ WINDOW WALL· LOUVER SCALE. 3• I 1'•0'1 '1 ltevlllons Cluftllr. Component: ID: ~ STUDIOjg I 000 00 LEGOLA D .Hellmuth Obata+ 306 CA R L ~ BAP Kassabaum, Inc. l..aed: 12-08-97 Detail Numbar I I I I I I I I I I I I I I I I I I I ~--ALUM. BREAK MET. R-II RIGID INSULATION ALUM. MET. LOUVER R-11 BATT INSULATION 1/2'' MEGH. FASTENED @ TOP $ BOT. GORD ~/ FIN. TO MATGH ALUHINUH ~INDO~ ~ALL SYSTEM ALUM. MET. PANEL ~/ FIN .. TO MATGH ALUHINUH ~INDO~ ~ALL SYSTEM -----_MET. BRACKETS BOTTOM TRUSS GORD BEYOND @ TOP AND BOTTOM GORD JAMB DETAIL @ WINDOW WALL LOUVER LEGOL:JD GARL-'BAt> SCALEa 3• • 1'•0' ta STUDI05 II Hellmuth Obata+ J(assabaum, Inc.-laued: 12-0S-9? Clust.r. Compol*lt: ID: I 000 00 Detail Numbw 307 . I TRUSS TOP GORD v\!HERE OGGURS (SHOv\!N DASHED) --------ALUM. METAL LOUVER vv---FIN. TO MATCH ALUMINUM v\!INDOY'i v\!ALL SYSTEM -~--~~~_.,..,,,,_,_---r.~---_-_-_-_---ALUM. MET. PANEL v\!/ FIN. TO MATCH ALUMINUM v'-!INDOY'i ~L SYSTEM ~TRUSS BOTTOM GORD v\!HERE OGGURS (SHOv\!N DASHED) ----R-11 RIGID INSULATION -----+-PROVIDE GONT. GOVER PLATE TO GONG EAL BUT JOINT @ HORIZ. MULLION (TYP.) ----ALUMINUM v\11 NDOY'i v\!ALL SYSTEM HEAD & SILL .DETAIL @ WINDOW WALL LOUVER LEGOLAID C.ARL~BAD SCALI!, 3' • 1'•0' ~ STUOI05 Iii Hellmuth Obata+ Kassabaum, Inc. Revisions Issued: 12-03-97 Cluster: Component: ID: I 000 00 Detail Number 308 I I I I I I I, I I I I I I I I I I I I Ii I I I I I I I I I I I I I I I I I I I Lo VARIES . d) () rn I - < / / J/ ~ < ~ Ill-- L( 1-305 ) - \\s~O ARclt/ c,«; "-'"'K Ro8 .,.~ .... ~ Cl ...., ;..> :* C-21753 *· (I) ;! ~> REN. 02-98 ~-i:; ~ 0 ' VARIES -t.. • - - 1/ V / I /. / I ~ I I I I I I \I I I I I I ,I, \ I I I I I \ ';I;;;;;;;;;;;;; \ ~- \ \ \ .\ \\V V '\ ,. ' ALUM. MET. LOU VER H V'j/ FIN. TO MATC ALUMINUM V'jlNDO V'j V'jALL SYSTEM PAINTED STEEL T RUSS 1-306 '~ /' / u) w {t <( ~ > .. 19 -< .. 1-301 ALUM. BREAK MET PANEL J.l'i/ FIN TO MATCH ALUl'-(flNUM J.l'il NDOJ.l'i J.l'iALL SYSTEM ALUMINUM J.l'ilNDOJ.l'i J.l'iALL SYSTEM ELEV A TION @ TRUS-S TO_ .WALL PENETRATION Ill LEGOLAND GARL.38At> SCALEa 3/4• 1'.1•.:ci• ~ STUDIO§ II--Hellmuth Obata+ Kassabaum, Inc. .,· Revlsl~s Issued: 12-03-97 Cluster: Component: ID: I 000 00 Detail Numbw 309 PAINTED STL. GOL. (BEYOND) PAINTED STL. TRUSS (BEYOND) HET AL SUNSGREEN -----...,V FRAHE ~/ KYNAR FIN. ~ GOLOR TO MATGH ALUM. ~INDO~ ~ALL SYSTEM I HET AL SUNSGREEN "Z 11 TYPE BLADES ~ KYNAR FINISH INTERNAL STRUGTURE OF SUNSCREEN TO BE PROVIDED BY SUNSGREEN HANUFAGTURER AS REQUIRED NOTE: ALL GONNEGTIONS FOR THE SUNSGREEN AND ITS STRUGTURE SHALL BE EITHER FULL ~ELDS OR GONGEALED HEGH. ATTAGHHENTS L l 0 -~ ('() I -.;;j- SECTION DETAIL @ SUNCREEN ' LEGOLAID C.ARL-'BAD SCALE. 1 112• • 1'•0• ~ STUDI05 II Hellmuth Obata+ Kassabaum, Inc. Revblons Issued: 12-03-97 Cluster: Component: I 000 Detail Number 310 ID: 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. I I I I I PAINTED STL. GOL. (BEYOND) PAINTED STL. TRUSS (BEYOND) MET AL -SUNSGREEN --~---,V FRAME J.Ai/ KYNAR FIN. 4 GOLOR TO MATGH ALUM. J.AilNDOJ.Ai V'lALL SYSTEM I MET AL SUNSGREEN 11 Z 11 TYPE BLADES 4 KYNAR FINISH INTERNAL STRUCTURE OF SUNSCREEN TO BE PROVIDED BY SUNSGREEN MANUFACTURER AS REQUIRED NOTE: ALL GONNEGTIONS FOR THE SUNSGREEN AND ITS STRUCTURE SHALL BE EITHER FULL V'lELDS OR CONGEALED MEGH. ATTAGHMENTS EQ. L L 1 ,;;f- l rn SECTl·ON DETAIL @ SUNCREEN ' LEGOL:JD GARL-'BAP ~ STUDl·OE II Hellmuth Obata+ Kassabaum, Inc. Revisions Issued: 12--08-97 Cluster: Component: I 000 Detail Number .311 -'1- ID: 00 V'IOOD SILL ~-----GYP. BD. FINISH BELOV'l V'ID. SI LL (SHOV'-iN DASHED) ~--END MOULD 11'-i/ BACKER ROD AND SEALANT BEHIND TRIM PEICE ~~~~=====~=====n 11i--CORNER BEAD INSIDE "----'--I-~--MET AL STUD FRAMING GYP. BD. FIN. 0 I PL YV'IOOD SHEATHING R-11 BATT INSULATION K--r':...__~----+-11--lll---ll---1 /8" SMOOTH I I I I I I I I I I I I TROV'-iELED EXT. CEMENT PLASTER 0/ I GYP. BD. SHEATHING OR PL YV'IOOD I '---------ALUMINUM 11'-ilNDOV'l OUTSIDE JIIIALL s YS TEM I WALL TO MULLION DETAIL Ill LEGOLAND C.ARL-'BAP SCALE, 3• • 1·-0· ta STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: I 000 Issued: 12-03-97 Detail Number 312 ID: 00 I I I ·1 I I I I I I I I I I I I I ·1 I I I I I ,---------ALUMINUM V'!INDOV'l V'!ALL SYSTEM ~-CORNER PLASTER MOULD -TYP. @ ALL OUTSIDE PLASTER CORNER I<·---1/8'' SMOOTH / :·.... TR00lELED EXT. I:·: GEMENT PLASTER . , GYP. BD. SHEATHII\-S {·::': OR PL YV'!OOD ~~~~~~j~~~~==iiFlt,, .... ,4-'--t--1-/ --MET AL STUD I= :1 \. FRAM! NG llb:::::========;:::::=ll "' : .... _:- 1.....\--11---11-1---1--------'-' R-11 BA TT INSULATION OUTSIDE ~::::........------1-1~-'---GYP. BD. FIN. · ... _· 0 I PL YV'!OOD SHEATHING '----------END MOULD V'l/ BACKER · ROD AND SEALANT BEHIND TRIM PEICE '---------"--GYP. BD. FINISH BELOV'l V'ID. SILL (SHOV'!N D~~o ~ ~s'c. C!f/ v~ J ,v.tt Ro3 ~ '---------,---V'IOOD SILL ~ ~ ~ s. WALL. TO MULLION. DE.TAIL Ill LEGOLAN:D· CARL--'BAD SCALE. 3• • ·;l'~O· ·'11! STUDIO 5 II Hellmuth Obata+ Kassabaum, Inc. Rmslons Issued: 12-03-97 Cluster: Component: I 000 DetallNumber 313 ID: 00 I I I I I I I I I I I I I I I I I I I INSIDE OUTSIDE Y'lOOD SILL ,----'----------GYP. BD. FINISH BEL !t'{D. SILL (SHO!t'{N DA ,-------"-----5/8" GYP. BD. 0/ 1/2" PL Y!t'{OOD SHEATHING ijHf-~_.,,,,...,::::___--\---+--,l~-END MOULD !t'{/ BACKER ROD c!; SEALANT BEHIND TRIM PIECE ..-<"'---;;..,-----Jl---.;ii-.---SOUND ATTENUATION INSIDE '----\-IH9---MET AL STUD FRAMING GERAMIG TILE 0/ 5/8" GYP. BD, '-----+-ll----,J:;:l---R-II BA TT INSULATION 1t-r'---~---+-tf-',jf3---1 /811 SMOOTH TRO!t'{ELED EXT. CEMENT PLASTER 0/ GYP. BD. SHEATHING OR PL Y!t'{OOD -----~----ALUMINUM !t'{/NDO!t'{ WALL TO MULLION DETAIL SCALE, 3• • 1'·0· Cluster: Component: ID: LEGOL:JD ~ STUDIO§ II Hellmuth . Obata+ Revl~ons I-260 00 313a GARL-'BAt:i Kas~abaum, Inc, Issued: 12-03-97 Detail Number I I' I . I ·I . I .··. I .·., .· ::1 •,' -.:i '• .. 3/8" ,------GYP. BD.O/ PL YV"'iOOD BACK I NG r---END BEAD V"'i/ BACKER ROD c SEALANT r----ALUMINUM V"'ilNDOV"'i V"'iALL SYSTEM THRESHOLD SINGLE ACTING DOOR V"'i/ OFFSET PIVOTS DOOR FRAME INTEGRAL V"'i/ V"'i I ND O V"'i V"'iAL L SYSTEM JAMB DETAIL @ WINDOW WALL DOOR SCALE, 3• • 1·-0· ' ~ STUDIO~ llevlllon1 Clumr: Component: ID: I 261 00 LEGOLA D .Hellmuth Obata+ 313h C A R L.38A"D Kassabaum, Inc. IIII.Nld: Mut'Mlr Detail NumlMr l2 ·'3·17. I II I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I GYP. BD. 0/-----~ MET. STUD FRAM:ING . R-11 BA TT ·----,-------- I NSULA Tl ON FURRED SPACE:----~ FOR BRACE FRAME END BEAD V'-l/-~ BACKER ROD .$ SEALANT ------DOOR FRAME INTEGRAL Y'-l/ V'-ll NDOV'-l V'-lALL SYST M 111 411 11-011 TYP. ~-.SINGLE AC-TING DOOR LATCH SIDE THRESHOLD- . ALUMINUM V'-llNDOV'-l Y'iALL SYSTEM-· · -N . ------Q_ -)-r-I- JAMB DET.AIL @ FU.RB ED WALL COND. Ill LEGOLAND GARL-'BA'D SCALE. 3• • .·1'·i>· ~ STUDIDE · 11 Hellmuili Obata+ . Kassaha~, Inc. Clustar: Component: ID: I 261 00 o.c.llNumbar 313c ,-i-.3. '11 .----------------------------~ / HEADER SEAL ALUMINUM ~INDO~ ~ALL SYSTEM PROVIDE GONT. ALUM. GOVER PLATE ~HERE NEEDED TO CONGEAL HORIZ. BUTT JOINT (TYP.) I NS I DE ___._...____.__.......___.__,,,___,I,-----'--0 UT S I DE -----ROLL UP DOOR SYSTEM HEADER DETAIL @ ROLL-UP Ill LEGOLAND CARL-'BAt> SCALE, 3• • 1•-0• (ii STUDI05 II Hellmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: ID: I 260 00 Detail Number 314 ,~3-17 I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I i - PLAN ____,-.MET AL STUDS GYP. BD. SHEATHING OR PLY~OOD · ~.P. PAPERBACKED MET. LA TH (TYP.) '--"----7/8" EXTERIOR SMOOTH TRO~ELLED CEMENT PLASTER ------MET. CHANNEL SCREED ,--------~ 7/8" E~TERIOR . SMOOTH TRO~ELLED CEMENT PLASTER "'------'----c:S,YP. BD. SHEATHING OR PLY~OOD '------------ME1AL STUDS SECTION ------7/8" EXTERIOR SMOOTH TRO~ELLED ... ·. : .: ·:. :·· , .. · .. .. . ,. -: . . . . .: ..... . . :·.:· .. ·.-:: ·.·:.:.:·: ... ,. ·-. •, . •,; ,'. ·:. _:, . . , ,. . -1.,,___...· ·--;-· --,--- ... • •• ~. • :· .:· • .-• ':· •• -: ., "! -•• © ELEVATION . 3/4" REVEAL DETAIL SCALE, HALF SiZE CEMENT PLASTER NOTE RUN ~.P . PAPER.BAKING CONTINUOUSLY BEHIND MET. SCREED (TYP.) :J , ~ STUDI05 Ravlslon1 Cluster: Component: I 000 LEGOL ,D II Hellmuth Obata+ 315 C.ARL-'BAP . Kassabaum, Inc. Detail Number ID: 00 r ALUMINUM FRAME STEEL PLATE AS REQUIRED SINGLE ACTING DOOR ~/ OFFSET PIVOTS SEE HARD~ARE LIST --GLAZING JAMB DETAIL @ STOREFRONT DOOR SCALE, 3'•1'-0' '1 ~ STUDIO§ llfflllon1 Cluner: Component: ID: I 260 00 LEGOLA D Ill Hellmuth Obata+ 316 C A R L-'BAP Kassabaum, Inc. IIIINICI: JQ'iii'" Detail Numlter 1'2,'3,'17 I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I- I I I I I Ll - () X <( L . <I.. Ll. .LI Ll. . Ll· <I . <I . Li --GLAZING ALUHINUH FRAHE ---GLAZING --130TTOH RAIL THRESHOLD . THINSET GERAHIG TILE 0/ GONG. SLAl3 . Ll HEAD. THRESHOLD DET·. @ STOREFRONT · SCALE. 3"•1'-0" . LEGOL:JD ~ STUDIO§ Ravlllons Clustar: Component: ID: I 260 00 1111 Hellmuth Obata+ 317 CARL..)8At:, Kassabaum, Inc. IIM!ed:1M11M Detail Numbw /'Z.,.J.t,. ~-MACHINE TOOLED STL. ANGHOR V'l/ FIN TO MATGH STL GOL. A -rn I 112 11 3/4" '---3/16" GONTINUOUS FILLET IAIELD ® ELEVATION I 3/4" I 1/2" 3/4" PLAN ~---3/16'' GONTINUOUS FILLET IAIELD NOTE THIS DETAIL TYFIGAL AT ALL GOLUMS IAIHERE IAIHERE SHOIAIN IN ELEVATION DETAIL @ COL. ANCHOR SCALE, 3• • 1'•0° LL LL <( C) I LEGOLA'D ~ STUDID5 Revisions Clustar: Component: GARL.3BAP II Hellmuth Obata+ Kassabaum, Inc. t-111-ued-: '-12--03-.97--i I Detail Number 320 ID: I I I I I I I ' I 1 1 I I, I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I I I l I . I ·I .I : r ·J 1 5/811 ' rif+Hl-ff------'-' 1~-c-----MEAT AL s TUD I FRAMING Y'l/ R-11 I I BATT INSULATION ,--+---;------1/2 11 PLYY'lOOD I I BACKING ,-;--;-,.-~--PAINTcD GYP. I 5 3/411 -BD. FIN. I ,-----STEEL FRAMING ~--GUIDE RAIL RETRACTING DOORS Y'l/ BLUE VISION ----\---'I,-PANELS TO MATCH Y'llNDOY'l Y'lALL SYST. BACKER ROD AND SEALANT ----METAL PANEL ....__ ___ '-----BACKER ROD. AND SEALANT ....__ ____________ 5MOOTHTROY'lELD Bl LEGOLAN-D CARL..SBAP STUCCO TYP. 0/ GYP.BD.OR PLYY'lD. SHEATHING @ RETRACTING DOOR SCALL 3• • 1•-0• -~-HUDIO~ II Hellmµth Obata + · Kassabaum, Inc. lauad: 12-03-97 Clustar: Component: ID: I 260 00 Deall Numbw 321 U) _J <( (i w w> DO => CD \D <( G w G w Ill LEGOLAND CARL~BA'D -r- -r- o_ CD >-L I-<( 7 "'"" @ U) _J w z <( Q_ 1-w L @ INTER MEDIA TE JAMB SCAL!, 3• • 1'•0• ~ STUDID5 Rnblon1 II Hellmuth Obata+ Kassabaum, Inc. IIMled: 12-03.97 Cllllter: CompoMnt: I 260 DeallNumlMr 322 ID: 00 I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I ·I I I I I I I GUIDE RAILS-------~ ABOVE -~ .·1: PAINTED GYP. BD. FIN. ~/ MET STUD FRAMING t; R-11 INSULATION BLOCKING ·AS REQ'D---+---..1 STEEL FRAMING-----. GUIDE RAIL-------. RETRACTING-- DOORS ~/ BLUE VISION PANELS TO Jv!ATGH ~INDO~ ~ALL SYSTEM MET AL PANELS 5 1/2 11 BAGKER ROD ---,---- AND SEALANT ·' ,·: .. •, ----:- lf) 1-,. z '---- JAMB @ RETRACTING DOOR ' SCALE, 3• • 1'•0" ., . LEGOLAND GARL-'BAP llteYlslons Clustar: Component: ID: ~ STUDIQ5 I 260 00 .Hellmuth . Obata+ 323 Kassabaum, Inc. l1111ed: 12-03-97 Detail Number -\ - BOT.OF TRUSS ~ UNDERSIDE OF STL. DEGK T.S. GONN. TO MTL. DEGK PAINTED MET. 'EPIG' GEILING ,,,---t1--+-"-=-~lllH---MET AL STUD FRAMING ~/ 5/8'' GYP. BD. FIN. I I I I I I I I !,--~~tt----DOOR OPERATOR I MOUNTED TO STL. PL. -~ELD STL. PL. TO STL. HDR. ~~---TUBE STEEL HEADER rnH----uPAQUE GLASS 111----VISION GLASS ~__.____...__......._ SECTION DETAIL @ ETRACTING DOOR HEAD Ill LEGOLAND GARL-'BA'D SCALE, 3' • 1'•0' ~ STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. II>. I 260 00 laued: 12-03-97 324 I I I I I I I I I ·1 I I I I I I I I .I I I I I I I I I I I ~ Lf) I rn \I) z -I: <( Ii LL D :::> I-u) I-ill I: l'-3" I-z ill I: ill \.) {i {i Ow {i I- ill u) I-<( X ...J ill Q_ , i I I '-----~--. r-----------1 --- I I . ---------=---=---=------/ / . w ----'L . ------I --~r---; ' -- -----..... I I -. ---. . ---1, I i I u) -----/ / ~ ---------=:ii () w \.) z <(- {i 1-z ill I: ~-I: -ill I: I-=> IJ) ...J )-<( u) PLAN @ CAFE SCALE, 3/4• • 1'·o·• ta STUDI05 Jlllevlllons AREA Cluster. Component: ID: ,J I 260 oo. LEGOLA D Ill Hellmuth Obata+ 330 CARL-'BA 'D . Kassabaum, Inc. Issued: 12-03-97 Detail Number I I I I I I I I I I I I I I I I I I I S.S. RAILS EMBEDED INTO COUNTER TOP CUSTOM MILLV'lORK COUNTER TOP V'l/ FIN. AS SCHEDULED SEE PL -N ,-- I I I I = I N I I -rn I I I I I I L • ., V . 'I> 'I> .. ~ V : • . ., . .. . . ~~. ., SECTION @ Bl LEGOLAND GARL--'BAP 7 ,. .-: ' u I [. I l SUPPORT BRACKETS V'l/ FIN. TO MATCH COUNTER TOP -ALIGN V'l/ COLS. 1 5 '· I .. .- . ' ·' ' @ STOREFRONT SCHEDULED COUNTER FRONT FINISH -------- 11PONY V'lALL" -MET. STUDS $ GYP. 8D. BACKING v.,..._-------+-BASE AS SCHEDULED . = . ., . .. · .. y . 'I> . . -~· .. ., .. '"· . .. • • 'I> . .. v., • CAFE FIN .. FLR. L VL. CHANGE SCALE. 1 v2• • 1'•0• ~ STUDI05 II Hellmuth Obata+ Kas!laba~, Inc. IIMNICI: 12--03-97 Clunar: Component: I 260 331 ID: 00 2 1/2" ..-----------PAINTED HET. HEAD TO HATCH P. LAH. VV TRACK FOR PANEL -n-rrr-rr--=-~~----.rm-.....--ROLLER tt-ttt--1H+-__:::-=--r1i!H1t--tt----GYP. BD. FIN. 0 I PL YJ.AiOOD SHEATHING '----l-llH!l--l+--HET. STUD HEAD N 1= '-==i==!,1§~ J.AiOOD FRAME J.Ai/ GREEN PLASTIC LAH. FIN. -ROUT OUT GROVE @ TOP 4 BOTTOM 10" ~------Y'iOOD PANEL lt'i/ ROLLERS 4 GREEN PLASTIC LAH. EAGH SIDE ----V'iOOD SILL J.Ai/ GREEN PLASTIC LAH. FINISH 1/211 METAL STUD FRAMING GYP. BD. FIN. 0 I PL YJ.AiOOD SHEATHING SOUND ATTENUATION 1L 1L <( = \.\,) I -rn SECTION DETAIL @ HATCH SCALEa 3• • 1'00• '1 Revisions Clusc.n Component: ~ STUDIDE I 261 LEGOLA D II Hellmuth Obata+ 332 C.ARL.38A'D Kassabaum, Inc. Issued: 12-03-97 Detail Number ID: 00 I I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I GYP. BD. FIN.--~ 0 I PL YJl'{OOD SHEATHING MET. STUD FRAM I NG JI'{/ SOUND ATTENUATION . . \ .... I\ I . ........ \I ·7 -N )1'{00D PANEL JI'{/ GREEN PLASTIC LAM. EACH SIDE 3'-0" . 1-. '-' .. r ,-.-j. 4" MIN. s,. 1 1i. .. 1--I • :. EQ. LEQ. '-.... . . .......... . .. .· .'. ·.... . . I "I • ~1~ II 111111111 Ill . .. I I Jl'{OOD FRAME JI'{/----' GREEN PLASTIC LAM. FIN. -ROUT OUT GROVE @ TOP .$ BOTTOM \___ \ 6'-3" + Y~~i,, 1----Ir~ 3'-5" • \ LJl'{OOD HANDL~ \___Jl'{OOD SILL JI'{/ GREEN PLASTIC LAM. FINISH PLAN OET AIL .@ HATCH LEGOLAID C.ARL-'BAP ~ STUOI05 II Hellmuth Obata+ _ Kassabaum, Inc. .Revisions Issued: 12-03-97 Cluster: Component: ID: I 261 00 Detail Number 333 I I I I I I I I I I I I I I I I I I I GYP. BD. SHEATHING GONT. SPRING LOCK REGLET 4 FLASHING ROOF MEMBRANE FLASHING 4'' GANT STRIP------. RIGID INSULATION 1-511 '-- I I I I l_ ______ : __ _) 1/2 11 1-515 @ METAL I COPING i I -N METAL JANEL"a/ METAL ~TUD _ FRAMIN'f ~ E:~IG MEjf AL 't" GEILING, ~ STEEL FrAMING _. MET AL STUD FRAMINi l'-011 PARAPET ,DETAIL 'SCALE, 1 1/2'•1'-0' Revisions Cluster: Component: ID: LEGOLAID ~ STUDIO§ I 000 00 Ill Hellmuth Obata+ 501 CARL~BA"D Kassabaum, Inc. Issued: 12-03-97 Detail Number METAL PANEL 0/ METAL STUD FRAMING STEEL FRAMING--- MET AL STUD -..____ FRAMING V\100D SHIM l'-0" Cf II 1/2" FURRING ------ CHANNEL TEGTUM AGOUSTIGAL GEILING PARAPET § I METAL GOPING GYP. BD. SHEATHING GONT. SPRING LOGK REGLET c$ FLASHING ROOF MEMBR.ANE FLASHING 4" GANT STRIP DETAIL 8CAI.Eo 1 112•,1•-o• Revisions Cluster: Component: '1 ~ STUDI05 I 000 LEGOLA D Ill Hellmuth Obata+ 502 GARL.38At:, Kassabaum, Inc. Issued: 12-03-97 Detail Number ID: 00 I I I I I I I I I I 1· I I I I I I I I I I I I I I I I I I I I I I I I I I I I GYP. BD. SHEATHING GONT. SPRING LOGK REGLET ~ FLASHING ROOF MEMBRANE FLASHING 4" GANT STRIP-----.. RIGID INSULATION LEGOL:JD C.ARL_jBA'.D 1011 11-011 -1/211 3 3/411 PANEL 0/ MET STUD FR. MING II BATT $ULATION META~ COPING METAL ~ANEL01 METAL ~TUD '- FRAMIN~ R-11 BA7lT STEEL P-PE ~ INSULATl.~N COLUMN BEYOND 1 STEEL FfAMING METAL ~TUD FRAMIN1 N P!ARAPET DETAIL SCALE. 1 112'•1'-0' - -STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. \ .·, Revisions Issued: i2-08-97 Cluster: Component: ID: I 260 00 Detail Number 503 GYP. BD. SHEATHING CONT. SPRING LOCK REGLET a FLASHING ROOF MEMBRANE=------. FLASHING 4" GANT STRIP --- R-ICi RIGID--~ INSULATION STEEL TRUSS + LOV"-!ER ROOF ------1~-'-----w-fi1-+...,...+-+--- S TEEL FRAMING - METAL PANEL~t~ I HETAL STUD '--~N I FRAHING '-- R-11 BATT () INSULATION ~ I STEEL FRAHING HETAL STUD FRAHING GYP. BD. SHEATHIN CONT. SPRING LOCK REGLET c!t FLASHING ROOF MEMBRANE FLASHING 4" GANT STRIP R-ICi RIGID INSULATION L!:z::±z::~ b=========r==~,=1 --~~ b I I I I I I I I I I I I PARAPET DETAIL SCALE. 1 1/2"•1'-0" Revlslon1 Cluster: Component: ID: ' ~ STUOI05 I 260 00 LEGOLA D Ill Hellmuth Obata+ 504 CARL-'BA"P Kassabaum, Inc. luued: 12-03-97 Detail Number ·1· I I I I I I I I I I I I I I I I I I I GYP. 5D. SHEATHING GONT. SPRING LOGK REGLET 4 FLASHING ROOF HEHBRAN!::----. FLASHING 4" GANT STRIP ----- R-ICI RIGID ------ INSULATION ~--HETAL GOPING -I METAL PANEL:, HET AL STUD '-- FRAH I NG R-11 BATT INSULATION STEEL PIPE GOLUHN BEYOND STEEL FRAHING HETAL STUD FRAHING -{'() I {'() '-f-'=....:c........>r-+---1+---EXTEND SEGHENTS Of STL. ANGLE TO AGHIEVE RADIUS OF HETL. PA NELS ROOF PLAN '----------SUSPENDED '1 LEGOLA D C. A R L _, BA P P·ARAPET, DE.TAIL SCALE. 1 1/2°•1'-o: Revisions ~ STUDI05 Obata+ GYP. BOARD GEILING ~=~ Cluster: Component: ID: I 260 00 .Hellmuth . Kassabaum, In<;, Issued: 12-03-97 Detail Number 505 I I I I HETAL ---.------~ COPING GYP. BD. SHEATHING I r,:=s~~==~c~o;N;T;=_ SPRING LOCK I REGLET 4 FLASHING MET AL PA~EL --_ -i--- HET AL STID ~ FRAHING R-11 BATT 'i ROOF HEMBRANE FLASHING 4 11 CANT STRIP 1-1~~~ .... """"""'...,...,,.J, R-1 Cf RIGID INSULATION INSULATIOM N STEEL FR,{HING --+------ P--~~~~--7arTECTUH ~ ACOUSTICAL CEILING SHOOTH T~OV'-IELE CEHENT PfASTER I Ill LEGOLAND CARL~BAP IIIU----1-HET AL s TUD PARAPET DETAIL ICAL.Ea 1 112•11'-0' ~ STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. Revitlons Issued: 12-08-97 FRAHING STEEL TRUSS BEYOND Cluster: Component: ID: I 000 00 Detail Number 506 I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I §) I I I METAL-~--------- COPING I I I 1· MET AL P A~EL -=-_ -+----... GYP. 5D. SHEATHING CONT. SPRING LOCK REGLET c$ FLASHING ROOF MEMBRANE ·FLASHING 4 11 CANT STRIP METAL ST]D -~ FRAMING F'~~ii,.,,~~~~R-1'1 RIGID R-11 BATT J INSULATION INSULATION N STEEL FR4M;NG --+---- r-~~~~m~.~,TECTUM jillSl ACOUSTICAL JAIi NDOJ.A.l J.A.lf--LL .--1--------- S YS TEM SEEE ~========'=~~====~ DETL. I-A415 I I I PARAPET DETAIL . SCALE,: 1 1/2'•1'-0' LEGotafo CARL-'BAt:» ~ STUDI05 Revisions II Hellmuth · Obata+ Kassabaum, Inc. Issued: 12-03-97 CEILING ---METAL STUD Cluster: I FRAMING STEEL TRUSS BEYOND Component: ID: 000 00 Detail Number 507 METL. STUD _______ __, FRAMING T.S. ----------~ RADIUS PER GEILING PLAN 5/811 GYP. BD. SOFFIT SUSPENDED GYP. BD. GEILING TYP. PARAPET DETAIL SCALE, 1 1/2'•1'•0• Revisions '1 ~ STUOI05 LEGOLA D II Hellmuth Obata + CARL-'BAO Kassabaum, Inc. Issued: 12-03-97 Cluster. Component: I 000 Detall Number 508 ID: 00 I I I. I I I I I I I I I I I I I I I .. I I I I I I I I I I I I I I I I I I I I ~-R-ICf RIGID INSULATION TEGTUM ACOUSTICAL GEi LI NG V'lHERE OCCURS ,----HAT CHANNEL BEYOND '--++-STEEL FRAMING BEYOND SEE STRUG TURAL DV'lGS. 5/811 GYP. BOARD ~-PL Y~OOD BACKING _....,..__,,~~:::t.:t::=-. METL. STUD . FRAMING WALL ·TO ROOF DETAIL Ill LEGOLAND G A R L ~-B A P SCALE. 1 112•.-r-o• ~ STUDIO~ ReYillons II Hellmuth Obata+ · . Kassabaum, Inc. 1--lssu_ed_: '--1--'2-0-3-_97-1 Cluster: Component: . I 000 Detail Number 509 ID: 00 r----------------------------- HET AL _ __..; FURRING CHANNEL TEC.TUH AC.OUST IC.AL PANEL STEEL TRUSS PAINTED HETAL DEC.K SECURE PANELS Vi/ TEC TUH SCREViS VilTH ASHLAR PATTERN PAINTED STEEL FRAHING SEE STRUCTURAL DViGS. ACOUSTICAL CEILING @ STL. BEAM Ill LEGOLAND C.ARL-'BAP SCALE. 3'•1'•0' ~ sruo1og II Hellmuth Obata+ Kassabaum, Inc. Revisions Issued: 12-03-97 Cluster: Component: ID: I 000 00 Detail Number 510 I 1 I I I I I I I I I I I I I' I I I ·1 I 1· I I I I I I I I I I I I I I I I I ,.--'-----'------'------SUSPENDED GYP. BD. CEILING 11--011 I I '\LPLASTIC I GROMMET I I RECESSED MOUNTED I I CEILING ACCESS PANEL I I 1 1 I 'I 5/8" GYP. BD. / PAINTED TO I I / MATCH CEILING ./ LJ_-~/ · ACCESS .HAT.CH @ SUSP. GYP. BD. CEILING LEGOL:JD C A R L ...5 B A D- SCALE. 3"•1'•0' ~ STUDIQ5 Revisions II. Hellmuth Obata+ Kassabaum, Inc. t-1u-ued~: -12--03-.97--t Cluster: Component: ID: I 260 00 Detail Number 511 I I I I I I I I I I I I I I I I I I I MET AL BRAGKET -------,------,----.. 'FRAME V'-i/ KYNAR FIN. _ ___, PREFABRICATED------.. MET AL SCREEN BY AIROLITE ~/ "Z 11 TYPE BLADES. c$ KYNAR FINISH INTERNAL STRUCTURE OF SCREEN TO BE PROVIDED BY SCREEN M-ANUFAGTURER AS REQUIRED TUBE STEEL SEE' STRUCTURAL DV'iGS. ROOF MEMBRANE ----- FLASHING 0 CONTINUOUS ==il'----+-+-.,<----"k-....,EALANT BEAD TUBE COLLAR ~ . FLASHING V'-i/ FASTENING RING MEMBRANE ROOFING~ ~/ GRAVEL '\ ~~~~a~~-~--~~~~~~~~~ ROOF FRAMING SEE STRUGT. D~G'S NOTE: ALL GONNEGTIONS FOR THE SGREEN AND ITS _STRUCTURE SHALL BE EITHER FULL V'-iELDS OR CONGEALED MEGH: ATTACHMENTS FOR GONNEG Tl SEE STRUGT. D SCREEN WALL- LEGOL:JD e, A R·L ..5 BA 'D SCA~ 1 1/2""1'-0" ~ ~TUDIO~ II Hellmuth Obata+ Kassabaum, Inc. Revisions Cluster: Component: I 000 Detail Number 513 ID: 00 i DOOR LATCH ------------. 1-513 TUBE STEEL -----------==i=::---ir~ SUPPORT METAL BRACKET INTERNAL STRUCTURE OF SCREEN TO BE PROVIDED BY SCREEN MANUFACTURER AS REQUIRED FIN. METAL CLOSURE-------. ANGLE NOTE: ALL GONNEGTIONS FOR THE SUNSCREEN AND ITS STRUCTURE SHALL BE EITHER FULL J.AlELDS OR CONGEALED MEGH: ATTACHMENTS SCREEN WALL SCALE, 1 1/2"•1'•0' '1 Revisions ta STUDI05 LEGOLA D II Hellmuth Obata+ C A R L-'BA"D Kassabaum, Inc. Issued: l"Z , ~, 7 ~ C) C) C) _I D rn (L }- I- Cluster: Component: ID: I 000 00 Detail Number 514 I I I I I I I I I I I I I I I I I I I' ·1 I I I I I I I I I I I I I I I I I I I I" TYP. -N EFIG----~ METAL GEILING SYSTEM METAL ANGLE FAINTED TO MATGH EFIG GEILING SYSTE STEEL TRUSS FAINTED I I . I· I STEEL FRAMING SEE STRUGTURAL DV'lGS. MET AL CEILING DETAIL LEGOL:JD CARL-'BAD .~· .. 'ii STUDIO§ Ill Hellmuth Obata+ Kassabaum, Inc~ ltevlslon1 lnued: 12-03-97 Cluster: Component: ID: I 000 00 Detail Number 515 EPIC----- tvfETAL CEILING SYSTEtvf -SLOPE CEILING TO tvfATCH S TL. TRUSS (TYP.) tvfET AL ANGLE PAINTED TO tvfATCH EPIC CEILING SYSTEtvf StvfOOTH TROJAlELED STUCCO TYP. 0/ · GYP. BD. OR PLYJAlD. SHEATHING -N MET AL CEILING DETAIL @ EXT. W Ill LEGOLAND CARL-'BAP SCALE. 3"•'f•O• ~ STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. Revisions Clusten Component: I 000 Issued: 12-03-97 Detail Number 516 ID: 00 I I I I I I I I I I I I I I I I I , I ·1 11 I I I I I I I I I I I I I I I I I I 1/2 11 10 11 STEEL FRAMING SEE STRUCTURAL DV"lGS. EPIC METAL CEILING SYSTEM - SLOPE TO MATCH STL. TRUSS (TYP.) ~-MET AL ANGLE PAINT TO MATCH EPIC -CEILING SYSTEM METAL PANEL Q/_ METAL STUD FRAMING MET AL PANEL TO_ EPIC CEILING CONDITION Ill _LEGOLAND CARL-'BAD SCAL.Ea 3'111'•0' Revisions Cluster: Component: ~ STUDIO§ t-------; -I 000 II Hellmuth Obata+ Kassabaum, Inc. t--lssu-ed~: -12--03-_97--i Detail Number 517 ID: 00 ----' 10 GA. 3/4" X 3/4" --------;, IAIELDED IAIIRE MESH - PULL TOUT GORD OF ----./ TRUSS @I----- I STL. STRINGER I 'ANGLE IAIELDED TO T.S. MEMS. INTERMEDIATE T.S M-EMB. I I I I 10 GA. 3/4 11 X 3/4 11 IAIELDED !All RE MESH - PULL TOUT .,-.---STL. STRINGER I I I I I I I I I I I I GORD OF------" TRUSS BEYOND @r----- NOTE: PAINT ALL TRUSS MEMBERS. GOLUMN AND IAIELEDED IAIIRE MESH @ GAFE LEGO GREEN (P-26) ANGLE IAIELDED TO T.S. MEMS. INTERMEDIATE T.S MEMS. TRELLIS DETAILS @ CAFE Ill LEGOLAND CARL-'BA'D SCALE, HALF FULL SIZE ~ STUDIO§ II Hellmuth Obata+ Kassabaum, Inc. Revisions Issued: 12-03-97 Cluster: Component: ID: I 260 00 Detail Number 520 ·1 I I I I I I I I I I I I I I- I I I I I ~--10 GA. 3/4"X3/4" ~ELDED ~IRE MESH PAINTED LEGO · GREEN (P-26) ~~~-TUSE STEEL FRAMING PAINTED LEGO GREEN (P-26) ENL·. PLAN VIEW @ WIRE 'M_ESH CANOPY LEGOL:JD CARL--'BAP 89ALEa HALF FULL SIZE ~ STUDIO~: II Hellmuth Obata+ . Kassabaum, Inc. Revisions Issued: 12-03-97 Cluster: Component: ID: I 260 00 Detail Number 521 I I ·I I I I I I I I I I I I I E . ; I ~ $ ~ . I l u ~ -!!- I g " i § > ~ I SEE MECH. D~GS. FOR UNIT SIZES ROOF MOUNTING FRAtvfE -~~-----------, BY MANUFACTURER GOUNTERFLASHING --------- CONTINUOUS------------.. SEALANT BEAD RIGID INSULATION-------'-----... GANT STRIP------'------.. ROOF MEMBRANE ---'-----------. FLASHING MEMBRANE ROOFING~/ GRAVEL RICf RIGID INSULATION HETAL DECK ~OOD BLOCKING ---i=======~:!!!!!!!~--j SEE STRUGT. D~GS-,--+------- FOR SUPPORT CONDITION ROOF CURB DETAIL SC.ALL 1 1/2'81'-0' '1 ~ STUDI05 Revision~ Cluster: Component: I 000 LEGOLA D· · II Hellmuth. Ohata+ 533 CARL.38AP Kassabaum, Inc. Issued: 'l-, 3, Detail Number ID: 00 I I I I I I I I I I I I I I I I I I l{) AL AG DB HM KN -ALUMINUM -AGOUS1IGAL DOOR -DEAD BOLT -HOLLOV'l METAL -KYNAR FINISH MK -MASTERKEYED LOGK MTL -METAL PH -PANIC HARDV'lARE HG(U) . -HANDICAP TOILET SYMBOL SIGN (U) -UNISEX (V'l) -V'lOMEN (M) -MEN pp -PEEP HOLE IN DOOR p -PAINTED TG -TEMPERED GLASS V'lG -V'l/RE GLASS SG -SOLID GORE V'lOOD D.OOR V'lD -V'lOOD ·oooR SCHEDULE ABREVIA TIONS LI SCALE, NONE 'fJ : (ii STUDI05 Revisions Cluster: Component: I 000 LEGOLA D Ohata+ ID: 00 Iii Hellmuth 701 CARL-'BAP Kassabaum, Inc. Issued: Detail Number 18~--------~~----~~~~~------- -~ I / GLAZING-- 11-611 Cl II -~ I Cf II Ill LEGOLAND CARL.38A'D -() I r- -() - / / ~ q11 Cl" _I -~'--I-~~-- ~ GLAZ I NG-~---i~ () I r- I/ '" DOOR .1 TYPES SCALE, 1/4••1'•0• - () I r- () I r- -() I r- ~ STUDIO§ Revisions Cluster: Component: ID: II Hellmuth Obata+ Ka88abaum, Inc. luued: ~ I 000 00 Detail Number 702 .I i__= I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I / '- @] L ·4,_011 I t I // GLAZING fl V = !'>(/ 9 -- ~-• I" [JJ -~ ' Ill LEGOLAND C.ARL.38At, I" . ,. C) I . r-- . ... ' / 5 1-611 / ~ - I r- . . . ,. C) I r-- • I" L l 4 1-011 L l I" o·ooR "TYPES· SCALL 1/4"•1'•0" ~ ST~DI05 I------,---, Revlllons II Hellmuth Obata+ KaHabaum, Inc. Issued: ~ Clustar: Component: ID: I 000 00 Detail Number 7 03 I \csllh11\o7 dll\..,,ndo ... 11\c-dt1712 D~ dol• 12/2/97 7 6D pm ('\ .... >ffl ~Ci) r-0 ~--a,,. >zll t,tJ Ii" ~o= ~ lllt:rtt = :;-r;; t+ S-1m J f [ ~ . ~ ~ i z I f n ~1 :, 0§' ~lgl ~ 0-Q~ I LI) '¢ _I '¢ MTL. STUD FRAMING G-359 6x6 REDY'lOOD POST. (STL. COL.@ SOUTH .@):k(_iq ~Jl _ _fOOD STAND) NOTE: DIMENSIONS GIVEN HERE ARE FROM COLUMN LINE TO GENTER OF REDY'lOOD POSTS U.O.N. 6x6 REDY'lOOD POST. (STL. COL.@ SOUTH FOOD STAND) ,. ... G-358 GRANITE SERVING COUNTER 4x4 REDY'lOOD POST TYP. U.O.N. ' SOUTH FOOD STAND STL. I'{ 5'-5" L 'l'-8" L 5'-5" ~f COLS. LIE ON TYP. COL. -r " GRID. SEE Y'llNDOY'l TYPES PAGES G-113 TO G-115 FOR DIMENSIONS OF INDIVIDUAL Y'llNDOY'l 20'-8" FOOD STAND WINDOW LAYOUT SCALE, 1/4"•1'-0" G-355 G-351 G-356 G-355 ------------------- I I I I I I I I I I I I I I I I I I ·1 8 C C. 'l'-4" .. i. 4'-8" 4'-8" . 5 EQ. SPACES '5 EQ. SPACES G-360 j @ MUNTINS 1/2"~ x 1/4"T APPLIED---..._ ~OOD MUNTINS@ NORTH ' FOOD STAND ONLY G-358 ~00D ~INDO~ FRAME-- ( C,-354 l'-2" C,-360 1/2"~ x 1/4"T APPLIED------- ~OOD MUNTINS @ NORTH FOOD STAND ONLY ~000 ~INDO~ FRAME--··11 C,-354 0 - @ MUNTINS ' 0 WINDOW T:YPES ' -. ,-. ICALL 1/4"81'-0•· :. ':" . 16 @ u) w 0 u) o:) <(:z I Q_ -Lf) u)I-.:z 0=> ~ wL I ~ cs:) NOTES: I. VER.IF'!' ALL FRAMED OPENINGS PRIOR TO FRAME FABRIGATION AND INSTALLATION. :2. ALL GLAZING TO ee TYPE "GL-3" 1/4" TEMPERED T'r'P. U.O.N. 3. ALL ~OD FRAMES TO ee STAINED c SEALED, C.OORDINATE C.OLOR i1V ARGHITEGT . 4. SEE l'IIINDOl'II PROFILE G-il:2 FOR JAMB DETAIL C:.Al..1.. OUTS. S. AF'F'LIED ~OD MUNTINS OGGUR ON!.. 'r' AT NORTH FOOD STAND -seE BUILDING ELEVATIONS ~L-----------.------------:-~---:::;:;::::--,---;:;=:--;:::~;::;--;.-, ! LEGOL:JD llmlians Clustw: Componenc: ID: ~ SIUDI05 C 000 00 J L..:G:..___::A:_:_:R:.._:L~-'-=B~A:..._:_:P _ _l_...;._ ______ __J=::.:..::...:..::.:::.:.......!.!...J...._ ______ ____... Ill Hellmuth Obata+ 713 Ka11abaum, Inc. IIIINICI: It, • O~• t:t7 Deall Numbar C,-360 1/2"V'{ x l/4"T APPLIED V'{OOD MUNTINS@ NORTH FOOD ST AND ONLY V'{OOD V'{\ NDOV'{ FRAME C,-352 • C,-360' l/2"V'{ x 1/4"T APPLIED---.. V'{OOD MUNTINS @ NORTH FOOD ST AND ONLY V'{00D V'i\NDOV'i FRAME-- C,-352 8 m 3'-0" ~ i.. ~ 3 EQ. SPAC, 5 @ MUNTINS l -----... I @ j \.f) w ti:) \.) \.f) <( :z: I Q__ LI) \.f) I-. :z: c:3-==> ...s::, w 2 I ...s::, 00 0 ,.. 4'-0" i.. • 4 EQ. SPACE~ @ MUNTINS I ... @ \.f) w ti:) \.) \.f) <( :z: I Q__ LI) \.f) I-. :z: G -==> ...s::, w2 I ...s::, ti:) 0 WINDOW TYPES NOTES: I. VERIFY ALL FRAMED OPENIN<:,S PRIOR TO FRAME FABRIC.ATION AND INSTALLATION. :2. ALL <:,LAZING, TO BE TYPE "e:,L-S" 1/4" TEMPERED T'!"P. U.O.N. S. ALL Y'iOOD FRAMES TO BE STAINED & SEALED, C.OORDINATE C.OLOR ~ ARc.HITE:C.T 4. SEE l"IINDOl"I PROFILE C.-il:2 FOR JAMB DETAIL C.ALL OUTS. 5. APPLIED Y'iOOD MUNTINS OC.C.UR ONL '!" AT NORTH FOOD STAND -SEE BUILDING, ELEVATIONS l L-----------,-------r-~~:--r--;;;::;:::--~;;;;;~,~ § Revisions Cluster: Component: ID: LEGo..:lo .~ ;;; C 000 00 C, A R L -' B A D Kassabaum, Inc. luHd: /'2.. O!. o-llNumber 714 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C,-361 ALUM. PASS THRU------,---1 ~I NDO~ ASSEMBLY ~I GIRGULAR TALK THRU C,-353 21-011 0 () WINDOW TYPES Ill LEGOLAND CARL-'BAD SCALE. 1/4'"1'-;;0•· . ~ STUDIO~ .Hellmuth Obata-+ Kassabaum, Inc. Revisions lnued: f,Z • O!, • 1 NOTES: I. VER.IF'!' ALL FRAMED OPENINcS,S PRIOR. TO FR.AME FABR.IGATION AND INSTALLATION. :2. ALL cS,LAZINcS, TO BE T'!'PE "cS,L-3" 1/4" TEMPER.ED T'!'P. U.O.N. 3. PAINT ALUMINUM FR.AME TO MATC.H ADJAc.ENT STAINED ~OD FR.AMES 4. SEE l"IINDOl"I PROFILE G-11:2 FOR. JAMB DETAIL GALL OUTS. Clutter: Component: ID: C 000 00 Detail Number 715 -------------------l.:UMPON ENT NUMBER & ID C146 20 RUINEDTURRET C L U S T E R : CASTLE HILL 1 2 3 4 5 6 ,7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE I MA T'L I FINISH I GLASS FRAME RATING HEAD I JAMB I SILL GROUP GATEl 3'-0"x6'-6" . NIA 6TL/WQSTAINI NIA NIA NIA NIA I C-376 I NIA RTl EXTERIOR SERVICE GA TE ) COMPONENT NUMBER & ID C246 83 NORTHFOODSTAND CLUSTER :CASTLE HILL 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR R~MARKS No. WxHxT TYPE MAT'L FINISH GLA.$S FRAME RATING HEAD JAMB SILL GROUP Xl0l 3'-Q"x7'-0"xl 314" A HM p NIA, HM NIA P-316 P-3ll P-110 FS'.2" 12" HIGH S.S. KICK PLATE Xl02A 3'-0"x7'-0"xl 314" A HM p NIA HM NIA . · P-316 P-311/C-351 NIA FS3 · Xl02B. 4'-2"x7'-0"xl 314" s HM p NIA HM NIA P-316 P-311/C-351 NIA FS4 'GATE 1 3'-0"x6' --0" NIA STLIW[ STAIN NIA NIA NIA NIA c~377 NIA FSl EXTERIOR SERVICE GA TE COMPONENT NUMBER & ID C252 83 SOUTHFOODSTAND CLUSTER :CASTLE HILL 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH · GLASS FRAME RATING HEAD JAMB SILL GROUP XlOl 3'-0"x7'-0"xl 314" A HM p NIA HM NIA P-316 P-3,ll ......... r-110 FS2 12" HIGH S.S. KI.CK PL.ATE Xio2A 3'-0".x7'-0"xl 314" A HM p Nl:A HM P-316 NIA ·-P-31l/C~3Si NIA FS3 X102B 4'-2"x7'-0"xl Jl4" s HM p NIA HM NIA P-316 P-311/C-351 NIA FS4 GATEl 3' -0"-x6' -0" .NIA STLIW[ STAIN NIA NIA_ NIA NIA ,. C-377 NIA. FSl EXTERIOR SERVI<;::E GATE COMPONENT NUMBER & ID C346 43 GEMWASH CLUSTER :CASTLE H.LL 1 2· 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS FRAME RATING HEAD JAMB SILL GROUP XlOl 3'-0"x7'-0"xl 314" p WOOD STAIN NIA. WOOD NIA C-307 C-307 NIA GWl THEMED WOOD DOOR GATEl 3' -O"x2' -8" NIA WOOD STAIN NIA NIA NIA NIA NIA NIA GW2 EXTERIOR SERVICE GA TE C O M PON ENT NU M B ER & ID C348 46 HORSE RIDE CLUSTER :CASTLE HILL 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE I MA T'L I FINISH I GLASS FRAME RATING HEAD I JAMB I SILL GROUP XlOl 3'-0"x7'-0"xl 314" A I HM I p I NIA HM NIA P-316 I P-311 I NIA HRl FINISH SCHEDULE RUINED TURRET COMPONENT N UM B ER & ID: C146 20 CLUSTER: CASTLE HILL D W G. N o. : A252 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS Abbreviations: No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH Concrete (Color) 101 MECHANICAL ROOM CONC. NONE CONC. CONC. CONC. CONC. CONC. SEAL ALL CONC. TYP. Conc.(C) Ceramic Tile NORTH FOOD STAND CT. COMPONENT NUMBER & ID: C246 83 CLUSTER: CASTLE HILL DWG.No.: A254 Vinyl (Tile) 1 2 3 4 5 6 V.(T) ROOM .ROOM FLOOR WALLS CEILING REMARKS Quarry Tile No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH Q.T. 101 KITCHEN C.T. C.T. GB./C.T. GB./C.T. GB./C.T. GB./C.T. AC.T Wood 102 STORAGE ROOM CONC. NIA GB./P. GB./P. GB./P. GB./P. GB./P. HARD FRAMED GYP. BD. CEILING WO. Carpet SOUTH FOOD STAND C. COMPONENT NUMBER & ID: C252 83 CLUSTER: CASTLE HILL DWG.No.: A258 Gypsum Board 1 2 3 4 5 6 GB. ROOM ROOM FLOOR WALLS CEILING REMARKS Paint No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH P. 101 KITCHEN C.T. C.T. GB./C.T. GB./C.T. GB./C.T. GB./C.T. AC.T Props 102 STORAGE ROOM CONC. NIA GB./P. GB.JP. GB./P. GB./P. GB.JP. HARD FRAMED GYP. BD. CEILING Pps. Acoustical Tile GEM WASH AC.T COMPONENT NUMBER & ID: C346 43 CLUSTER: CASTLE HILL DWG.No.: A251 Stucco Plaster 1 2 3 4 5 6 Stc.P. ROOM ROOM FLOOR WALLS CEILING REMARKS No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH 101 ELEC. EQUIP. ROOM CONC. NONE GB.IP. GB.IP. GB.IP. GB./P. GB.JP. GB. CEILING APPLIED TO RAFTERS HORSE RIDE COMPONENT NUMBER & ID: C348 46 CLUSTER: CASTLE HILL "DWG.No.: A2s·9 1 2 3 4 5 6 ROOM ROOM FLOOR WALLS CEILING REMARKS No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH 101 ELEC. EQUIP. ROOM CONC. NONE GB.IP. GB.IP. GB.IP. GB.IP. GB.IP. HARD FRAMED GYP. BD. CEILING Finish Schedule page of ------------------- - - - - - - - - - - - --· - - - - - -JJ '--' '-..I .1.'-.:, '-r.1 C LJ U L C COMPONENT NUMBER & 1D:1-260 CLUSTER: IMAGINATION DWG. NO.: 1-704 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MAT'L FINISH GLASS FRAME RATING HEAD JAMB THRESH. GROUP 101 3'X7'Xl 3 I 4•· A HM p HM 20MIN. P-317c P-317d IMl NO LEVER-KEY TURN ACCESS Xl02A 6'X7'Xl 3/4'. D AL KN TG AL 1-302 1-301 1-302 IM18 X102B 6'X7'Xl 3/4'. D AL KN TG AL 1-302 1-301 1-302 IM18 X103A 6'X7'Xl 3/4'. D AL KN TG AL I-302 1-301 1-302 IM18 X103B 6'X7'Xl 3/ 4•· D AL KN TG AL I-302 1-301 1-302 IM18 104 3'X7'Xl 3 I 4•· A HM p HM 20MIN. P-310 P-317 IMS X105A 13'X7'X2" H AL KN TG AL IM6 X1058 14' l"X7'X2'" Ii AL KN TG AL-IM6 X105C 6'X7'Xl 3 / 4•· C AL KN TG AL 1-302 I-301 1-302 IM18 " -~·· X106 3;X7'Xl 3/4'" A HM p HM 20MIN. P-316 P-311 IMll _, ...... 110 3'X7'Xl 3 / 4•· C HM p HM P-317e P-317£ IM16 Xlll 3'X7'Xl 3 I 4•· A HM p HM 20MIN. P-316 P-311 IM7 r~-~ X112A 3'X7'Xl 3/4'.. A HM p HM 20MIN. P-316 P-311 IM7 .. , ... .,. lliB . 3'X7'Xl 3/4'. A HM. p HM P-310 P-317 IM17 X113A 3'X7'Xl 3/4' I AL KN TG AL 1-317 1-316 1-317 IM9 ,_...,,w..,_.,,.,~ X113B 3'X7'Xl 3/4'. I AL KN TG AL I-317 · I-316 I-317 IM9 :.,._.,'-,k,.4 -. '~·---. COMPO .. ENT NUMBER & ID 1-261 ~LUSTER: IMAGINATION DWG. NO.: 1-70~ 1 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MATL FINISH GLASS FRAME RATING HEAD JAMB THRESH. GROUP X201A 3'X7'Xl 3/ 4•· C AL KN TG AL 1-302 l-313b/c 1-302 IM8 X201B 3'X7'Xl 3/4'' C AL KN TG AL 1-302 l-313b/c 1-302 IM8 201C 6'X7'Xl 3/4'' F HM p HM P-317a P-317b IM25 201D 6'X7'Xl 3/4" F HM p HM P-317a P-317b IM25 X202A 3'X7'Xl 3/4'' C AL KN TG AL 1-302 l-313b/c 1-302 IM8 X202B 3'X7'Xl 3/ 4'' C AL KN TG AL 1-302 l-313b/c 1-302 IM8 202C 6'X7'Xl 3/4'' F HM p HM P-317a P-317b IM25 X204A 3'X7'Xl 3/4'' C AL KN TG AL 1-302 l-313b/c 1-302 IM8 X204B .3'X7'Xl 3/4'' C AL KN TG AL 1-302 l-313b/c 1-302 IM8 204C 6'X7'Xl 3/4'' G HM p HM P-317a P-317b IM26 X205A 3'X7'Xl 3/ 4'' .C AL KN TG AL 1-302 1-313b/c 1-302 IM8 X205B 3'X7'Xl 3/4'' C AL KN TG AL 1-302 l-313b/c 1-302 IM8 205C 6'X7'Xl 3/4' F HM p HM P-317a P-317b IM25 X206A 6'X7'Xl 3 / 4•· C AL KN TG AL 1-302 1-301 1-302 IM19 206B 3'X7'Xl 3/4'' A HM p HM P-310 P-317 IM3 207 3'X7'Xl 3/4'' A HM p HM P-310 P-317 IM4 208A 3'X7'Xl 3/4'' A HM p HM P-310 P-317 IM2 X208B 6'X7'Xl 3 I 4•· C AL KN TG AL 1-302 I-301 I-302 IM19 - X208C 6'X7'Xl 3/4'' C AL KN TG AL 1-302 1-301 1-302 IM19 ----------------- - - ----·---------------'L \J !VJ 1 \J • • C !"I l l'I U lVI O C I\. & ILJll-L.tJ.1 ~LU~ l h I<.: lMAGlNATlUN UWG. NO.: 1-701., I 2 3 4 5 6 7 8 DOOR DOOR SIZE DOOR DOOR FIRE DETAILS HDWR REMARKS No. WxHxT TYPE MATL FINISH GLASS FRAME , RATING HEAD JAMB THRESH. GROUP X401 3'X7'Xl 3/ 4' E HM p HM P-316 P-311 IM13 .... -~-~- X402 3'X7'Xl 3/4'' E HM p HM P-316 P-311 IM12 HC(U) X405 3'X7'Xl 3/4'' E HM p HM P-316 P-311 IM12 HC(M) .,. X406 3'X7'Xl 3/4'' E HM p HM P-316 P-311 IM13 HC(W) X407 3'X7'Xl 3/4'' E HM p HM P-316 P-311 IM14 HC(U) . ·- ........ ;_ FINISH SCHEDULE C O M P O N EN T N UM B E R & ID : 1-260 CLUSTER: IMAGINATION DWG.No.: 1-707 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS Abbreviations: No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH 101 STORAGE s.v. T.R. Gl3./P. Gl3./P. Gl3./P. Gl3./P. EXPOSED Concrete (Color) N "''"'""'""'"" ..... 102 FREE PLAY s.v. WD. Gl3./P. Gl3./P. Gl3./P. Gl3./P. ACT. GRAPHICS PANEL ON EAST WALL Conc.(C) 103 FREE PLAY · s.v. W.D. Gl3./P. Gl3./P. Gl3./P. Gl3./P. ACT. Sheet Vinyl .. .. ...................... 104 STORAGE s.v. T.R. Gl3./P. Gl3./P. Gl3./P. Gl3./P. EXPOSED s.v. 105 FREE PLAY s.v. W.D. Gl3./P. Gl3./P. Gl3./P. Gl3./P. ACT. Vinyl Tile . .......................... ,-.... -..... , ............... 106 ELECT. RM. C T.R. Gl3./P. Gl3./P. Gl3./P. Gl3./P. EXPOSED V.T. Quarry Tile 110 KITCHEN CT. CT GB./P./CT Gl3./P./CT Gl3./P./CT. AC.T Q.T. 111 DISH WASHING CT. CT Gl3./P./FRP. Gl3./P./FRP. Gl3./P./FRP. GB./P./FRP. ACT Wood ·---·----- 112 13.0.H CT. CT Gl3./P./FRP GB./P./FRP GB./P./FRP GB./P./FRP EXPOSED WD. 113 SERVING AREA CT. CT ACT Carpet C. Gypsum Board GB. Paint P. _,,_,_, ... , .. _.. .. Props Pps. Acoustical Tile .. , .. -........... ..,_ ................................ _,._,, ...... - ACT _ .. ,_, ....... ,_,_, --............. _ -· --............ __ , ....... . ...... Stucco Plastl'r ...... ,,_.,_, __ -.,_ .......................................... -............. Stc.P . .... , ..... ·--__ .,, __ --Top Set ...... -.... Rubber Base ..................... _, T.R. -· ... --. ............... _, ........ -................................ , .. ,_,.,., .................................... ,_, ___ Piberglass .......... -..................... ----· ..... --- Reinfoced Panl'I ................ . .... ......... _,_ .... , ._, ......................................... '" ... .. .......... , .. _,, ................ F.R.I'. _., ___ , .. -........ --.---·-...... _, .,,, __ , ... , ..... ---........... ·-·--.. Metal l'a1wl ............. .. ......... ,,-, ........................ MTL. Metal Ceiling ----....... ACT. -Ceramic Tile -----, ...... ,,., __ -. . ,._,. __ C.T. ------------------- -------------------FINISH SCHEDULE C O M P O N E N T NU M B ER & ID : 1-261 CLUSTER: IMAGINATION DWG.No.: 1-708 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS Abbreviations : No. NAME FINISH BASE NORTH SOUTH EAST WEST FINISH 201 WORKSHOP s.v. W.D. MTL./GI3./P. MTL./GI3./P. GI3./P. GI3./P. AC.T. ACCESS FLR. SYS.-SEE 1-101 TO 1-104 Concrete (Color) 202 WORKSHOP s.v. W.D. . GI3./P. MTL./GI3./P. GI3./P . GI3./P. AC.T. ACCESS FLR. SYS.-SEE 1-101 TO 1-104 Conc.(C) '""""'"""'""""""" 203 ELECT. RM. C. T.R. GI3./P. GI3./P. GI3./P. GI3./P. EXPOSED ACCESS FLR. SYS.-SEE 1-101 TO 1-104 Sheet Vinyl 204 WORKSHOP s.v. T.R. GI3./P. GI3./P. GI3./P. GI3./P. AC.T. ACCESS FLR. SYS.-SEE 1-10 I TO 1-104 s.v. 205 WORKSHOP s.v. T.R. GI3./P. GI3./P. GB.IP. GI3./P. AC.T. ACCESS FLR. SYS.-SEE 1-101 TO 1-104 Vinyl Tile 206 RECEPTION s.v. T.R. MTL./GI3./P. GI3./P. GB./P. GB./P. AC.T. ACCESS FL~. SYS.-SEE 1-10 I TO 1-104 V.T. 207 STORAGE C. T.R. GI3./P. GI3./P. GB./P. GB./P. EXPOSED Quarry Tile Q.T . ... Wood WD. --Carpet C ·~~ "' Gypsum Board GB. Paint ...... _ P. Props --Pps. ., .. Acoustical Tile ACT Stucco Plaster t ~ J. .... -.: Stc.P. Top Set Rubber Base T.R. Fiberglass Reinfoced Panel , .. .. .. F.R.P. '" Metal Panel MTL. Metal Ceiling '" ACT. , .. --...... Ceramic Tile C.T. FINISH SCHEDULE C O M P O N E N T N UM B E R & ID : 1-263 CLUSTER: IMAGINATION DWG.No.: 1-709 1 2 3 4 5 6 7 ROOM ROOM FLOOR WALLS CEILING REMARKS Abbreviations : No. NAME FINISH DASE NORTH SOUTH EAST WEST FINISH 401 FAMILY TOILET CT. CT. GD./P./CT GD./P.ICT GD./P./CT GD./P./CT GB.IP Concrete (Color) 402 VESTIDULE CT. CT. GB./P./CT GB./P./CT GB.IP.JCT GB./P./CT GB.IP Conc.(C) 403 MEN'S TOILET CT. CT. GB./P./CT GD./P./CT GD./P./CT GB./P./CT GB.IP Sheet Vinyl 404 WOMEN'S TOILET CT. CT. GD./P./CT GD./P./CT GB./P./CT GB.IP.JCT GB.IP S.V. 405 VESTIDULE CT. CT. GB./P.ICT GB./P./CT GB./P./CT GB./P.ICT GB.IP. Vinyl Tile 406 FAMILY TOILET CT. CT. GB./P./CT GD.IP.JCT GB.IP.JCT GB./P.ICT GD./P. V.T. 407 JAN.CLOSET CT. CT. GD.IP./RFP GD./P./RFP GD./P./RFP GB.IP./RFP EXPOSED ___ ., .... ., ____ ,_, , ...... Quarry Tile Q.T . ..... _ .. _,_,, ·--.. -.. --· -- Wood .............................................. ,_ .. ,_ ... , WO. ........ _,,_ ............ Carpet C. Gypsum Board GB. Paint P. ., __ ., ___ ,., __ .,,,_, __ Props Pps . ......... . .. Acoustical Tile ....... _, __ .. ..................... - AC.T Stucco Plaster ...... ""' ...................... _ .. ,.,, ...... ' ...................... ~ ........... ----· Stc.P. -_,, ......... ------........... --,_,,. -,,._, __ ., ... , ........ --............. ., ___ Top Set "" ........ _, ,_ .... , ....... ,_ ...... _ .... , .... _ .......... Rubber Base ............... ... T.R. Fiberglass ..................................................... _., Reinfoced Panel ........ , ___ F.R.P . ............ _,_, ......... Metal Panel ·---·-MTL. --............ -.. ,-............... Metal Ceiling MTL.CLNG Ceramic Tile ............... N_.,,N ____ C.T. ------------------- I I I I I I I I I I I I I I- I I I I I PARKWIDE DETAILS 03 DECEMBER 1997 -FINAL SET • STUDIO·~ . . .; · II Hellmuth ~ Obata + . Kassabaum, Inc. ; fo ., ' ' ' Ill :IS ::, ... 0 > PARKWIDE I I I I I I I I I I I I I I I I I I I ' .... 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TILE 'Y'-IHERE OC.C.URS (SEE PLAN) 1~-:z~nr-1/e" CEMENT PLASTER '>-'8ffl--INSULATION BLANKET OUT IN· OUT e" TYPE 11"-4005 6" MET AL STUDS @ 16" O.C. U.O.N. '•• 1/2" GYP. SHEATHING 1/8" CEMENT PLASTER ', .,. OUT l e 9/4" l 1 1 TYPE ll"-4002 OUT I:;" TYPE ll"-4004 NOTE:, I. 6RID AT Pl:RIMETE:R. l'IAU.S ARE AT 4i_ OF Sil.JD U.N.O. .:2. 1/.2" Pl. '!"~OD • SHEAR 1'1A1.1.. WALL-TYPES PANNEI.S (SEE STRUGTVRAI.) 6. see Al.I. OTHeR NOT?;S ON Al.I. ICALL NOT TO ICAL! . OTHER ~ TYPE SHEETS. ~ CIUICar. Component: ID: LEGOumD ~ STUDI05 p II Hellmuth -Obata+ 301 GARL-'BAP. · Ka11ahaum, Inc. lll&led: 09-08-97 DMIIII NwnNr l'Z•D&·OJ7 ,-,...--,,.--1-1/2" EXT. CEMENT PLASTER OUT OUT OUT 8" TYPE "'1005 --i~-rr--,...-ir---n--__ f>" METAL STIJDS @ I~" O.C. U.O.N. 5/8" e::,YP. 6D. 1/2" CS,"l"P. SHEATHINe::, METAL EXTERIOR FIN. PANELS "ALUCOBOND" OR APPROVE=D EGUAL. e, II MET AL STIJDS @ If>" O.C. U.O.N. 1/2" CS,"l"P. SHEATHINe::, 1/8" CEMENT PLASTER BATT INSULATION TYPE "'1006 ~<,-H---Fl6ER.6LAS NOISE BARRIER BATTS. STIJD DEPTH. OUT • ::...:4=:~:lt-INSULATION BLANKET ,-IN 2" MAX.* l l'-1 1/4" 7 l 1 TYPE "'1001 NOTE , I. 6RID AT PERIMETl:R ~ ARE AT~ OF S'T\JD U.N.O. :2. 1/:2° Pl. 'l'~OD e SHEAR ~ PANNE!..5 (SEE STRIJC.1'1.JRAU ~-INTERIOR PARTITIONS, MIN. S'T\JD SIZE 4" -1e 9a.(U.O.NJ. 4. FOR EXTERIOR AALI. S'T\JD SIZES SEE STRUC.11JRAL D~S. !5. USE l'I.R. CS,YPSUM BOARD AT EXTERIOR AALLS, TILE SURFACES & ll'H:RE SUBJECT TO MOISTURE. WALL TYPES 6. INTERIOR PARTITIONS BOTH SIDES 6° MIN. ABOVE C.Ell.lN6 (U.O.N). ICALE. NOT TO ICAU! :J ~ STUDI05 . """'-Clua&w: Component: ID: p LEGOL . D II Hellmuth Obata+ 302 CARL-'BAP Ka11abaum, Inc. luued: 09--08-97 DeallN~ lt.•o!I ·&11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5/8" TYPE' GYP. 6D. CAULK -----. 10" l 1 TYPE Y'-1008 IN i." l 1 TYPE Y'IOIO ·~ LEGOL D GARL-'BAD €," t--n:TAL STUDS o lo" O.C. U.O.N. 5/8" cSYP. SD. (jl'tj_R.. jl'tjf-iERE QCCUR.5) CERAMIC TILE (jl'tjHERE OCCLJR.5) PL "'(jl'tjOOD AS REG'D · SY STRUCTURE FIBER.GLAS NOISE SAR.R.IER. SATTS. STUD DEPTH. AIR.SPACE INSULATION BLANKET IN IN I I I I I I 4" t--n:TAL STUDS (o" @ BEAR.ING l"i.ALL) @ lo" O.C. U.O.N. 5/e" jl'tj_R,, GYP. SD. CERAMIC TILE TYPE Y'IOOCf o" METAL STUDS @ lo" O.C. U.O.N. S/8" jl'tj_R.. cSYP. SD. 5/e" cSYP. SD. jl'tjHERE OCCLJR.S (SEE PL.AN) CERAMIC TILE IN ~ TYPE Y'IOII NOTE, I. <SR.ID AT PER.IMETER. ~LS AR.I: AT ~ OF STUD U.N.O. :2. 1/:2" PL 'r'~OD • SHEAR. MLl. WALL TYPES PANNEJ..S (SEE STRUCTI..RAIL} 9. See ALL OTHER NOTES ON ALL OTHER ~L TYPE SHEETS. ICALL NOT TO· ICALE ti§ ....._ Clunw: Component: ID: STUDIO§ p Ill Hellmuth Obata+ 303 Kauabaum, Inc. laued: 09-08-97 DeallNllfflNf' 12.·D~-'17 6" METAL STUDS @ 16" O.C. U.O.N. 5/8" 6YP. SD. ---IH--5/8" 6YP. SD. Y'IHERE OCCURS (SEE PLAN) IN__._.._-./'--......._IN l I 1/4" l 7 1 TYPE 11'-iO 12 (BEAR.I NG 11'-iALL) 4" METAL STUDS @ 16" 0.C. U.O.N. 5/8" Y'I.R.. 6YP. SD. CERAMIC TILE TYPE 11'-iO 14 ' Ill LEGOLAND WALL TYPES SCALE, NOT TO SCA&.! ~ STUDI05 4" METAL STUDS @ 16" O.C. U.O.N. 5/8" 6YP. SD. TYPE 11'-iO 19 4" METAL STUDS @ 16" O.C. U.O.N. CERAMIC TILE CERAMIC TILE Y'IHERE OCCURS· (SEE PLANS) IN .......... _........_ IN ls 1/4"l 'r 1 TYPE 11'-iO 15 NOTE , I. 6RID AT PERIMETER l"IAJ..L.S ARI: AT Cl::, OF STUD U.N.O. 2. 11:2" PL. '!"Jl'COD e SHEAR l"IAl..L. PANNEL.S (SeE STRUCTURAL.) :I. SeE AL.L. OTHER NOTES ON AU.. OTHER l"IAJ..L. TYPE SHEETS. Clulear: Component: p CARL--'BAP II Hellmuth Obata+ Ka11abaum, Inc. luued: 09--08-97 304 /t.-~-">7 IDt I. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " " . " " 4" METAL STUDS @ 16" O.C. U.0.N. 5/8" GYP. BD. 11><---1HI'--BATT INSULATION II_ CERAMIC. TILE ViHERE OCCURS IN TYPE_ ~Olb ----mr.rr--.1'---nn--........,.---mrr-.~ 6" METAL STUDS IN CP :24" O.C. U.0.N. (SIZE 4 GAUGE TO BE DETERMINED BY PARTITION HT.) :2 LAYERS 5/f>" TYPE 'X' GYP. SD. nn><::~~<~IL-EAc.H SIDE 111 CERAMIC0 TILE l 1 i"IHERE OCCURS .....,='!irt+--r-FIBERGLAS NOISE BARRIER BATTS. STUD DEPTH. IN l'-:2 1/:2" l j -ACOUSTICAL SEAL -CONTINUOUS MET AL RUNNER. TOP 4 BOTTOM -CONTINUOUS ACOUSTICAL SEALANT BOTH SIDES (FIN. FLUSH i"I/ PATITION) TOP 4 BOTTOM TYPE ~018 " 4 IN 4" METAL STUDS @ 16" O.C. U.O.N. 5/8" ll'l.R GYP. BD. -+-----+---!H!--C.ONC..ll'lALL 4 l ---11,--'C"'lttt-PLUMBING SPACE FIBERGLAS NOISE BARRIER BATTS. lr--'!IO'!H~ STUD DEPTH. CERAMIC. TILE IN l 1 , TYPE. ~Oli 6" METAL STUDS ~16" O.C. U.O.N. .:2 LAYERS 5/8" TYPI= 'X' 6YP. BD. EACH SIDE m,~~---1'f.M--FIBERGLAS NOISE l e 1/:2" l 1 1 BARRIER BATTS. STUD DEPTH. IN -ACOUSTIC.AL SEAL -CONTINUOUS METAL RUNNER. TOP 4 BOTTOM -CONTINUOUS ACOUSTIC.AL. SEALANT BOTH SIDES (FIN. FLUSH }Ill/ PATITION) TOP 4 BOTTOM TYPE ~01c:; NOT?: , I. $RID AT PERIME:i'ER l'IAl.l.S ARE AT ~ OF STUD U.N.O. 2. I/:?" Pl. 'T'i"jOOD • SHEAR l'IAl.l. WALL TYPES PANNEl.5 (SEE: STRUCTIJR.AW · ~-SEE: ALI.. OTHER NOTI:S ON ALI.. ' Ill LEGOI.AND G A R. L -' . B A P ICALE. NOT TO ICAI.E ~ lt...w- STUDI05 II Hellmuth Obata+ Kassabaum, Inc. . luued: 09-08-97 /!· D~ •'17 OTHER l'IAl.l. TYPE SHEETS. CIIISCler. Component: ID: p DecallNumber 305 (: ) } : (. ) /-·IP..---..il:~ 1·. I 6" METAL STUDS @16" O.C.. U.O.N. ) . . ( < ·_: .1 1/2" PLYVIIOOD ) . 1 PAINTED ( R •"') 1-J (··. . I r-·.\ 1·.. -~ SCENIC TREATMENT \ ) ( O.F.O.IJ OUT (· '> OUT i" TYPE Y'i020 '. 6" METAL STUDS l @16" O.C.. U.O.N. y:: , .... 2 LAYE~ 5/1:/' /--::. TYPE 'X' CS,YP. SD. l" r· .. FISERCS,LAS NOISE '.: . x_: BARRIER SATT6. 1.-·. STUD DEPTH. 1:: 1/:2" CS,YP. SHEATHINCS, r< ~-i/8" CEMENT \: PLASTER OUT t~-IN .. l 8 S/4" l -ACOUSTICAL SEAL 1 1 TYPE Y'i022 -CONTINUOUS MET AL RUNNER. TOP4 BOTTOM -CONTINUOUS ACOUSTIC.AL SEALANT 60TH SIDES (FIN. FLUSH il'i/ PATITION) TOP 4 BOTTOM OUT IN WALL TYPES ' Ill LEGOLAND ICALL NOT TO ICALE ~ STUDIO§ 5/8" CS,YP. SD. i/8" HAT CHANNEL 8" C.MU TYPE Y'i021 METAL LATH 1/8" CEMENT PLASTER IN 1/8" HAT CHANNEL IN TYPE Y'i023 NOT!: , I. 6RID AT l"!:RIME'Tt:R ~ AR!: AT ~ OF S'TVD U.N.O. 2. 1/2" PL. 'T"l"IOOD e SHEAR Jl'iALI... PANNEI..S (SEE: STRUCTURAL) :l. l~IOR PARTITIONS, MIN. S'TVD SIZE 4" -I~ ga.(IJ.O.NJ. 4. FOR EXTERIOR l"4AU. S'TVD SIZES SEE: STRUG'TlJRAL D""6S. !5. use l"I.R. CS>"l1"SUM BOARD AT EXTI:RIOR ~. TIU: SURFAGE 4 l"IHERE 5UB..JEC.T TO MOIS'T\/Re. 6. INTERIOR PARTITIONS BOTH SIDes t,• MIN. ABOVE C.EILIN6 (U.O.NJ. Clllltllr: . Component: p ID: GARL.38At:> II Hellmuth Obata+ . Ka111abaum, Inc. lauecl: 09-08-97 306 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I JoltJT COIJOITIO~ (i) e'JCT~O"-~T~ II! STUDIO§ ReYislon1 ., LEGOLA. D · Obata+ · II Hellmuth e, A R L -' BA o Ka11~aum, Inc. !uued: . Jt-C>!,-~)? Cluster: Component: ID: p -- DecallNumlMr '507 ---,(-· -,_. rr----,~.------=-f, II MET AL STUDS ~ :_· @IE:i" O.C. U.O.N. (. ;·---i;;;;.,i 1 · :.~ ,· . )°._:_t1---+--+---...._-+-::=--l/2" PL YV'lOOD ( . ·) } .· . '( ( . . .> r . ·: .1 f·_: ·tt---+--+----+-· ...;· ./,-r-2" THEMED ~ · .. . CEMENT PLASTER. \: OUT t./ ........ --i ·? ~--'Iii<\ OUT OUT l VARIES 7 l 7 TYPE Y'i024 \.'·:: ~ :·._ (' . r ·:·:·.,.._-~ METAL STUDS 1 ·· ··11----11-:t-= ..... 1/2" PLYll'lOOD ) .:· (· ·: ';) ) \. _._:_l-_? i/8" CEMENT PLASTER. I::.~ J J-_· .... ·:111-----l!H-·/_ :2" THEMED ~-·.. -~ CEMENT PLASTER. \:. 'I /. :;JI!, ----4·) OUT TYPE Y'i026 IN IN WALL TYPES ' Ill LEGOLAND GARL-'BAD ICALL NOT TO ICAU ~ STUDI05 II Hellmuth Obata+ Kanabaum, Inc. ( ., , .. r .. '.. ('. E:i" METAL STUDS @IE:," O.C.. U.0.N. ;': · .. tt,,-.....r....iiiU 1 • ··l!l---1!t-f--:::,,-l/2" PLYl"'lOOD ( >-.· .) )::-'_: :y_, i/8" CEMENT PLASTER. ( :·. j }':' • .-1 :2" THEMED f:· -~ CEMENT PLASTER. \ ·. ; c::n,----'1111·-\ OUT l q i/8" l 7 7 TYPE Y'i025 E:i" METAL STUDS @IE:i" O.C. U.O.N. IN. l II" 7 TYPE l 7 Y'i021 NOTE:, I. 6R11::, AT l"ER.IMEil;R. ~ ARE AT 4_ OF S'T\/D U.N.O. :Z. 1/:Z" PL 'l"l'IOOD • SHEAR ~ PANNEL.S (SEE STRUGTIJR.AL.) 9. INTERIOR. PARTITIONS, MIN. STUD SIZE 4" -1e 9a.(\J.O.N.). 4. FOR EXTERIOR. 1"1AL1.. STUD SIZES SEE STRUGiVR.AL. DJl'lcSS. 5. USE l'I.R.. G'!'PSUM BOARD AT EXTERIOR. l'IAL.L.S, TILE SUR.FACE & l'IHER.E SUBJECT TO MOISTURE. 6. INTE:R.IOR. PARTITIONS 60TH SIDES 6" MIN. ABOVE GEIL.ING (\J.O.N.). p 308 ID: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IN \· .. L (·" r.-•,------11 b" METAL STUDS @lb" 0.C. U.O.N. I l (-·. ·r,---+i---1/:2" PLY~OD }· : ( . l-:. r-·---~-++---:2" THEMED ) ·:-CEMENT PLASTER \·: (.<.,._......._ ·.··' IN 1 TYPE l 1 V'i028 IN WALL TYPES ·. Ill LEGOLAND SCA&£ NOT TO ICAU: ~ STUDIO~: . -~ I :_::( b" METAL STUDS ~lb" O.C. U.O.N. 1/:2" PLY~OOD 11r---,n,-._.~ __ ('f-5/8" ~-R. 6YP.·6D. . . ) ---111""':'".--r-CERAMIC TILE ... , '':.\ . . }(-:2 II THEMED /:; CEMENT PLASTER i,,-.-""'11::::::\ IN ·-::·. l q 1/8" l 1 1 TYPE V'i02Cf NOTE , I. cSRID AT P!:RIMETER l"lAL.LS ARE AT It:_ OF Sit/D U.N.O. :Z. li.2" PL '!"~OD • SHEAR ~ PANNl:1.S (SEE: STRUC.'TVRAW 3. INTERIOR PARTITIONS, MIN. STUD SIZE 4" -If> go.(\).O.N). 4. FOR E.l<TeRIOR ~ STUD SIZES SEE: STRIJGTVRAL Dl"iSS. 5. USE: l'I.R. !SYPSUM SOARD AT E:XTE:RIOR. ~. TIU: SURFACE:' l'f-l!:RE SU6JEGT TO MOISTURE:: . 6. INTERIOR PARTITIONS 60TH SIDE:$ 6" MIN. ABOVE C:.E:11.IN!S (U.O.N) .. p ID: C.ARL-'BAD II Hellmuth Obata+ Kuaaba~, Inc. lauecl: 09-08-97 Deall Number 309 I I I I I I I I I I I I I I I I I I I 4" HET AL STIJDS (6"@ 6EARIN6 MLL, @ 16" O.C. U.O.N. 5/B" Y'I.R. 6YP. BD. 6ATT INSULATION ·---~1-1----5/B" FRP V'V 1/4" SHIM 60NDIN6 LAMINATED TO STUD V'1ALL OUT I IN IN 6" HETAL STUDS @ 24" O.C. U.O.N. (SIZ::: t 6AU6E TO 6E DETER.HINE!:' BY PARTITION HT.) STUD, DEPTH. OUT . ~5 1/4',l l'-.2" ~--....:._=------l<--ACOUSTIC.AL S::AL TYPE V'IO32 -CONTINUOUS METAL RUNNER. TOP.£ BOTTOH -CONTINUOUS ACOUSTICAL TYPE V'IOSS SEALANT BOTi-i SIDES (FIN. FLUSH V'V PATITION) TOP t BOTTOM ---.-or.-~---:r.-_,.,.__,.,.,.....,.. --6" METAL STUDS IN @ .24" O.C. U.0.N. (SIZE & GAUGE TO . BE DETERMINED 6Y · PARTITION HT.) . 1/2" GYP. SHEATHING ::-> 1/B" CEMENT PLASTER H,w,~~-**9,-..,;E~~-+:-,,-.,. 5/8" TYPE 'X' GYP. 6D. ~-.e~~E--*l+-1/2" FL Y~OOD '-~"'H-f:'+-.-FIBERGLAS NOISE BARRIER BATTS. STUD DEPTH. OUT l ,·-.2 112" I -.... 11<-. ------~f ~ AC.OUSTIC.AL SEAL TYPE V'IO34 -CONTINUOUS METAL RUNNER. TOP 4 BOTTOM -C.ONTINUOUS ACOUSTICAL SEALANT 60TH SIDES (FIN. FLUSH Y'I/ F'ATITION) TOP 4 BOTTOM IN 6" METAL STUDS @24" O.C. U.O.N. 1/2" GYP. 5HEATHl6 1/B" GYP. 6D. ~..-,4~~ FIBERGLAS NOISE BARRIER BATTS. STUD DEPTH. TYPE V'IO35 NOTE , I. cSRlD AT P::RIMET:R Y'IAL.L.S ARE _ AT 4_ OF STUD U.N.O. :2. 1/:2" PL. '!'~OD o SHEAR Y'IAL.!.. PANNEL.S (SEE STRUC.TUAAL.) :l. INTERIOR PARTITIONS, MIN. STUD SIZE 4• • le 90.N.O.N) . .._, FOR EXTERIOR l'IAU. Si'UD $1Z:S Sc;: STRUCTURAL. DY'IGS. 5. US: ~R G'l'PSUM SOARD AT EXT:RIOR VV.L.L.S. TIL.E SURFACE l l"l-'c;RE SUEl.J:C.T TO MOISTURE. - WALL TYPES 6. INTERIOR PARTITIONS 60TH SIDE:S 6" MIN. ASOVE C.c;IL.ING (U.O.NJ. LEGOLA'flD C'ARL~BAP SCALE, NOT TO SCALE ~ STUDIO§ II-Hellm~th Obata + - Kassabaum, Inc. Revisions Cluster. Component: ID: p Issued: 09-08-97 Detail Number 309a IN lei 1/4" l 1 1 TYPE 4" METAL 5TUD5 @ 16" O.C. U.O.N. 5/8" GYF'. SD. 1/2" F'LYY'!OOD IN ~036 4" METAL 5TUD5 @ 16" O.C. U.O.N. 5/8" GYF'. SD. 1/2" F'L Yl"IOOD OUT l 1 I ,I l I' 6" METAL 5TUD5 I' @ 16" O.C. U.O.N. 5/8" GY,F'. BD. 1/2" F'L YY'!OOD 1/8" CEMENT F'LA5TI:R IN 8 112" l 1 TYPE ~031 v- /;: :17 ,7 I 6 11 METAL 5TUD5 @ 16" O.C. U.O.N. 5/8" GYF'. SD. 1/2" F'LYY'!OOD I' IN IN l 8 1/4" l 1 1 TYPE ~03Ci NOTE, I. 6RID AT PERIMETl:R i"IAl.l.S AR.E AT ~ OF STUD U.N.O. WALL T_YPES ::Z. 1/::Z' PL "T"fiOOD • SHEAR Jl'i.Al.L PANELS (SE!: ST'Rl./GTI;AAL.) 9. SE!: Al.l. OTH!:R NOT!i:S ON ALL. El LEGOLAND GAR L-3 BAD SCALE, NOT TO SCALE ~ STUDIO§ Iii Hellmuth Obata + KaHabaum, Inc. Revisions Issued: 09-08-97 OTH!:R i'IALl. TYPE Si-::TS. Cluster: Component: ID: p Detail Numb..-309b I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I ' J,--b" METAL SilJDS @ lb" O,C.. U.O.N. /I l b-l 5/e" GYP. BD. 1/2" PLYY'!OOD ' I I-CERAMIC. TILE Y'!HERE .OC.C.URS IN IN ' l , 9/4" l r , TYPE Y'l040 y- : / I . . rr t. I -· I ~ . b" METAL Si1JD5 @ 16" O.C. U.O.N. 5/e" Y'!R. GYP. BD. 1/2" CEMENT P~A5TER DECORATIVE Y'IOOD MEMBERS CERAMIC TILE IN-IN : l , 9/4" l 1 1 TYPE Y'l042 IN • I 'I " 4" METAL SilJDS @ 16" O.C.. U.O.N. 5/e" GYP. SD. 1/2" FLYV'lOOD TYPE Y'!041 ___ , l· Cl 9/4" l 1-1 ·b" METAL STUDS @ 16" O.C. U.O.N. 5/e" V'lR. GYP. 6D . 2" THEMED CEMENT FLASTI:R IN TYPE Y'!04S NOTE, I. cSRID AT PERIMETER l'iAU.S ARE AT ~ OF STVD U.N.O. :Z. 1r.z• Pl. '!'~OD • SHEAR YiAl.l. WALL TYPES PANEl.S (SEE: STRUGTI.IRAL.J 9. see ALI. OTHER NOTES ON AL.I. LEGOL:JD CARL~BAP SCALE, NOT TO SCALE ~ STUDIO~ II Hellmuth Obata+ KaHabaum, Inc. Revisions Issued: 09-08-97 . /-z. O!,-°/] OTH!:R YV,l.l. TYPE Si-iEETS. Cluster: Component: ID: p - Detail Number 309c IN i.,,--6" METAL 5TUD5 / @ 16" O.C.. U.O.N. -5/8" GYP. SD. .n-----w---5/8" Y'IR. GYP. SD. -++----H--2" THEMED .. ' CEMENT PLASTER. ... .... IN l c:; 1/4" l l 1 TYPE ~044 ...... , , •. :1,1~ -"'-...alU )i.,----"'-1-' ·-. ·.·.: .;·: : .... ;:..: IN · ·_.~_:_f'.~~-..i,,i .-:·.· .... :~: TYPE ~046 6" METAL 5TUD5 @ 16" O.C.. U.O.N. 1/2" PL YY'IOOD SCENIC. TREATMENT (OFOI) IN ... :·., IN l l ,,__ _ _.. ·-: '• .. II 1/4" l l 6" ~ETAL 5TUD5 @ 16" O.C. U.O.N. 5/8" Y'lR. GYP. BD. 2" THEMED CEMENT PLAST=:R. IN TYPE ~045 IN ;y- 1: /.I tr I I ·1- : . l i 9/4" l 1 1 6" METAL STUDS @ 16" O.C. U.O.N. 5/8" HR. GYP. 8D. 1/2" CEMENT PLASTER DEC.ORA TIYE Y'lOOD MEMBERS C.ERAMIC TILE IN TYPE ~041 NOTE , 1. GRID AT PERIMETER l'IAL!.5 ARE AT cl,: OF STUD U.N.O. WALL TYPES :2. 1/:2" PL 'T'J/'!OOD e SHEAR ~LL PANELS (SEE STRUCTt.'AAL.) S. SEE ALL OTHER NOTES ON ALL OTHER l'IALL T'T'PE Si-:ETS. Bl LEGOL-AND C.ARL.38AP SCALE, NOT TO SCALE ~ STUDIO§ Im Hellmuth Obata + Kassabaum, Inc. Revisions Issued: 09-08-97 Cluster: Component: ID: p DeQJINumber 309d I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I OUT 4" METAL 5i1JDS ----@ IE:>" O.C. U.O.N. --....-----,-",-,'+-.,.., ~--."'--,,...:..;.-:.-FAINT EXPOSED l 10" 1 TYPE FACE OF CMU 8" C.M.U.' V'IALL 2" THEMED' FLASTE:R OUT IN 5/8" GYP. EiD. (i,-,.R. 11',HER:: OC.C.URS) CERAMIC TILE (Y'IHER: OCCURS) r-rl-ll--FISERGLAS NOISE SARRIER BATTS. STUD DEPTH. ~__,j-~,11--__.;.· INSULATION BLANKET IN O ,·-o" 'CL j L 10" L~ TYPE ¥"104'1 NOTE , I. 6RlP .AT f'e."1.IMeTE."1. i-lAU.S ARE AT <t:_ OF' Si1JD U.N.O. 2. l/2" PL.'17'400D • SHEAR l'I.ALL. w·ALL TYPES P.ANE!.S (SE= STIWGT\;'AAW :l. SEE ;i.u. OTHE~ NOTES ON ;I.L.L. SCALE, NOT ·To SCALE OTHE~ l'IAJ.L. TYi"!: S!-iE-'"TS. Revision• Clu.cer: Component: ID: ~ STUDIO§ p ,J LEGOLA D 1 II Hellmuth · Obata+ 309e G A R L -' B A 'D ·Ka11abaum, Inc. l•tuec!: lo• I · 1 DetallNumber /t-aa-e17 ii ~ INSIDE PARTITION I V'llDTH INSULATION, V'lHERE OC,C,URS ----5/811 TYPE 1X' ~YP. BD. EA. SIDE ,-----EXTEND GYP BD INTO FRAME 5/811 MIN INSIDE -------HOLLOV'l METAL FRAME -----DOOR HOLLOW METAL DOOR FRAME @ HEAD SCALE, :,• • r-o· LEGOi.A'1D ll.ntalon1 Cu.car: Compo-= ID: a STUDIO§ p 00 00 Iii Hellmuth Obata+ ero GARL_;BAt> Ku1abaum, Inc. DelallNumw I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I 'I I I I I I I I I I I OUTSIDE BATT fNSULATION------ 'J' MOULD --------. SAC.KER Roo-------,, AND SEALANT DOOR---- 5/811 TYPE 'X'---...J GYP. BD. INSIDE · EXT. HOLLOW METAL DOOR FRAME ©-.JAM~. SCALE. :s• • 'f-0° LEGOL:JD -118 ;;;~lli ~~-C. A R L ., B A t:> Kauabawn, Inc. 1--------------:::----,,,-l l.ued: L-----------l---------------'--IJ,.1,,---------- Clunar: Compooant: ID: p 00 . 00 OUTSIDE PARTITION Y'ilDTH ~I i+------++i*-1--+----EXT. CEMENT PLASTER .1 I FIN. EA. SIDE ·:1 1-- ,--!~,H-----H,f1,--+---r---SHEET MET. FLASH I NG Y'i/ DRIP EDGE -PAINT TO HATCH FRAME ---METAL STUDS OUTSIDE ._ _____ HOLLOY'i MET AL FRAME ------DOOR EXT. HOLLOW METAL DOOR FRAME @ HEAD LEGOLAID 11· ;.;~.. ~ illt ~~ : C. A R L ..3 B A t> Ka11abaum, Inc. 1--,.-... -----= --:::7=--. --, . .-i o-11 Numw 'o 12 9 ......_ ________ ....._ __________ :..c.,_ ............ ______ __, /~·05·'t7 I I I I I I I I. I I I I I I I I I I ·1 I I I I I ·I I I I I I I I I I I I I I !iii ; OUTSIDE 'J' MOULD----------,.---, AND SEALANT EA. SIDE BAC-KER ROD---- AND SEALANT EA. SIDE DOOR----.. JAMB ANC-HOR :3 EA. SIDE MET AL STUDS -------- I . .. ·.· ... . . . .· -·· OUTSIDE z: C) l-I l-l-[l D <( ~ 0.. EXT~ HOLLOW METAL DOOR FRAME @ JAMB acALL a• • 1'-0· lleNlonl CluaCar. Compot1e1,1: 10: ., LEGOLA. D a STUDIO!; p 00 00 Iii Hellmuth Obata+ ~re G A R L .3 BA .P Ku,~aum, Inc. liaued: Dtall NllfflNf' /t.•D3 -'17 ii! ; 1/2" EXTERIOR CEMENT----- PLASTER C.M.U. 11'-iALL----------. PER PLAN 1J 1 MOULD----------, DOOR-----.. HOLLOV'-i METAL FRAME SOLID NON SHRINK . GROUT BACKER ROD-- AND SEALANT MASONRY JAMB-___, ANCHOR -5 EACH SIDE OUTSIDE INSIDE EXT. HOLLO·W MET AL DOOR FRAME @ JAP~B ICALL 3' • 1'-0' ' ' a 51UDIO§ Clunln. Compo!•:: ID: p 00 00 LEGOLA._D II Hellmuth Obata+ 814 C.ARL.-'BAP Ka11abaum, Inc. Dml!N....._. I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I !ii! ~ OUTSIDE _____ __.__ ____ SHEET MET. FLASHING Y'-4/ DRIP EDGE -FAINT TO MATCH FRAM1= ,...,,_,.......,.............,__,._~----1/2 11 EXTERIOR CL:MENT PLASTER _ ___,,...__e,.M.U. ~ALL FER FLAN INSIDE BACKER ROD AND · SEALANT --5OLID NON SHRINK GR.OUT .___ __________ HOLLO~ MET AL FR.AME ...._ _________ DOOR EXT. HOLLOW METAL DOOR FRAME @ HEAD ICM.Ea :s• , r-o• llfllllonl Cluar. Component: ID: LEGOLAID a smrog p 00 00 II Hellmuth Obata+ a1s C. A R L -' BAO Kaiaabaum, Inc. .,_.N..,._. ~ ~ PARTITION V'ilDTH OCCURS ----5/811 TYPE 1X 1 GYP. BD . .....---+--:-ll'l,H-,::~----,-tt-11-----SHEET MET. FLASH I NG OUTSIDE V'i/ DRIP EDGE -PAINT TO MA TGH FRAM[: ,----EXTEND GYP BD / INTO FRAME 5/811 Ml N ---METAL STUDS INSIDE ,.__ _____ HOLLOV'i MET AL FRAME ------DOOR EXT. HOLLOW METAL DOOR FRAME @ HEAD SCALE. :1• • r-o· ., la STUDIO§. Rnblons Clunar: Component: 10; p 00 00 LEGOLA. D Ill Hellmuth Obata + ?JI~ CARL-'BA'D Kuaabaum, Inc. l.ued: ·21· DecallNumlow IZ-D3·~?1 I I I I I I I I I I I I I I I I I I ·I I I I I I I I I I I I I I I I I I I I Si ~ 5/8" TYPE 1X 1 -------- GYP BD EXTEND GYP. SD. INTO--------. FRAME 5/8" MIN. DOOR ANCHOR CLIPS S EACH SIDE HOLLOY'l MET AL FRAME METAL STUDS --- INSIDE z . --a··-, -:c I-I- I-D ct -<( ~ Q.. INSIDE HOLLOW METAL D·OOR FRAME @ JAMB SCALE, :r • 1'•Q' ,, Cluttar: Component: ij) S!UDIO§ p 00 LEGOLA. D Ill Hellmuth Obata+ 817 CARL~BAD Ku,abaum, Inc. DecallNumw 10: 00 INSIDE i. PARTITION . Y'ilDTH ~ ~ ~ fil ~OJ ~ r:.~ ' -4-~ i. • ~ I/ ) ~ ' I NSIDE 5/8" TYPE 1X 1 GYP. BD. Y'i/ FIN. AS SCHEDULED PLYY'iOOD 6 11 METAL STUD SECURED TO STRUCTURE ABOVE TOP TRACK 2 1/2 11 METAL STUD CORNER BEAD DOOR AS SCHEDULED POCKET DOOR FRAME @ HEAD SCALE, s· • r-o• ' ~ STUOI05 Ile visions Clustar: Component: ID: p LEGOLA D Ill Hellmuth Obata+ 317a GARL.38At> KaHabaum, Inc. laued: 10-17-97 Dftall Number /2. ·03Jf/7 I I I I I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I I INSIDE ,,----PROVIDE RUBBER tv!IN. AT OPEN POSITION PLY~OOD--------' 5/8 11 TYPE 'X! GYP. BD. ~/ FIN .. EA. Sl'.DE AS SCHEDULEO BUMPER STOP---,------__, 6 11 METAL STUD----~ BUMPER SILENCER METAL DOOR HANDLE DOOR AS SCHEDULED 2 1/211 METAL STUD INSIDE POCKET DOO·R FRAME @ JAMB . ' SCA~ a•• 1'-0• z C) l-I l-l-it D <( ~ Q_ I ~ STUDIO§ Revisions Clumr: Component: ID: p LEGOLA D Ill Hellmuth Obata+ 317h C.ARL..,BA'D Kassabaum, Inc. lauecl: 10-17-97 Deall Number /"t.•()5 ·"17 PARTITION INSIDE Y'IIDTH INSIDE ...w++-->.,,---=-"""------4----#-11---,,--5 I 8 11 Gyp. BD. !Al/ FIN. AS SCHEDULED -----"'--=-"---.II-If--SOUND ATTENUATION 1~~~=~~-=~=~*-,-=-=-~~~-~1--PLYY'IOOD z+ ·,/EXTEND GYP BD --INTO FRAME 5/811 MIN. \I) N <E --tk-~===Rll!::::;:===:!>s., __ _ I -METAL STUDS ~-----HOLLOY'l METAL FRAME ~-----------t---------GRAPHICS BOARD '-------DOOR HOLLOW METAL DOOR FRAME @ HEAD SCALE, a• • 'f-0' ~ STUDIO§ Revisions Cluster: Component: p 000 ID: 00 ' LEGOLA D .Hellmuth Obata+ 317c C.ARL.lBA'P Kassabaum, Inc. Issued: 10-17-97 Detail Number I I Ii I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ALUMINUM -. ----------~ Y'IINDOY'l Y'IALL INSIDE 1"{00D SILL------~ SOUND --------.. ATTENUATION GRAPHICS--~ BOARD INSIDE - ' . r ~ rn .h • DOOR---./ I -I ,1-=:=====;::;~1 r -. ill D U) I- =::) INSIDE HOLLOY'l MTL. FRAME JAMB ANCHOR 3 EA. SIDE EXTEND GYP.----+-' BD. INTO FRAME 5/8" MIN. v·; r :" ~~~~~~~====E~=;fl .. ·_'.· :f::·.· () r:: 8'' HOLLOW MET AL -DOO:R FRAME @ JAMB ICM.Ea a• • 1'•0" LEGO._:jD CARL--'BAD Cluster: Component: ID: P 000 00 Deall Number 317d + N PARTITION ----41-li11----5/8" TYPE 'X' GYP. BD. EA. SIDE Jl'i/ FIN. AS SGHEDULED ---EXTEND GYP BD INTO FRAME 5/8" MIN 1-·'=======.=:==J ---METAL STUDS INSIDE INSIDE -----HOLLOJl'i MET AL FRAME --DOOR HOLLOW MET AL DOOR FRAME @ HEAD LEGOL:JD CARL-'BAD SCALE, 1°"1'•0° ~ STUDIO§ II Hellmuth Obata+ Ka88abaum, Inc. Rmllons Cluster: CompoMnt: ID: p lnued: 10-17-97 317e I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1· I I I 5/8" TYPE 'X' ------- GYP. 80. ~/ FIN. AS SGHEDULED EXTEND GYP. BD. INiO ~--. FRAME 5/8" MIN. DOOR ANCHOR CLIPS S EACH SIDE HOLLO~ MET AL FRAME MET AL STUDS __ __, INSIDE HOLLOW .METAL DOOR FRAME @ Ill LEGOLAND CARL-'BA_t:> ICALL 3"91'•0" -STUDI05 II Hellmuth . Obata+ Ka11abaum, Inc. Clusear: Component: ID: p ll_llled: 10-17-97 DecallNumber 317f Ip 1 t--~·~e.F~ 4~1=1-~ Ae..:;~ ~~ ~~--...-----,c : r~ J!i!aUbt..J _, ~ • • • I I I I I I I ' I • I ' Ill LEGOLAND GARL-'BAP ~Lt-i1 •'i~ "1'"# ~ ~1"4~~ +-t~oH ~ J~ ~ e-t-r ~u rcF" Ad-l: ~ S.TUDIO~ II Hellmuth . Obata+ Ku1abaum, Inc. -=~ ' -~ Clunien Component: ID: p - . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LEGot:Jo GARL--'BAP 0 . ~. ··. ···,--~ ~ STUDI05 II Hellmuth Obata+ Ka11abaum, Inc. C /2. ·()~. '17 Clustar: Component: p - . ~ ID: - r;_iA t-1£1",A.l.-f'i--,::;-1-\~ _,__ 1;"><17 .c e t1. ~c,r. F?-e~t.-e.i 4 I ~~F~ Ill LEGOLAND C.ARL-'BAP f: ... I ....... .... . I . ' ..... , ,-. I . . ' '1-. . I I··.· . . I . I , I ·1 . I •• I I. . ·. . .. Iii STUDID5 II Hellmuth Obata+ Ka11abaum, Inc. on• t:.-,{"t?+lr:> J:.)<.T. ca-t. l""\;IS-r, 1211 F~ ~e=., F~i.lr M1.J. 1""""'flt:-~L- Clu1tar. Component: ID: .P -- Detail Number I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I ·I I I I I- I I I I I PREGAST----- _ GONG. GAP (4 1-0 11 LONG) I .5"X3.5" GONT. BLOGK-OUT 1/411 NOTE: ct" SLOGK-OUT_ AT END PIEGE TO END 2 11 FROM EDGE. . ' . PRECAST CONC. c·AP ·~ NOT TO !SCALI , N il---------..------,------r-----------1 i · LEGOLAID 11· ;;. . I C. A R L .. B A ..... V--ab" . ·-P-------t ~ .-1 --• awn, ... c,· 1--= 7-21-97 "L-..-------'-----~;...........;;;;;...;..;......'----------' p 00 00 321 ------------------- <"r- ),ffl ,a(i) r-0 ter--:~ uC Ii~ ro= ~ tr n c: • i -i-• -+ a Im l Ir S' p lHiil ~ Fire Slol! System Quick Reference Gulde Penetrating Item (Diameter) .... Steel or Iron Pipe, Up to 4" ••1111111111111111111, l!I.~ II I !le IR"pa:i t· ~ 9 1 ·111, I II Tubing or Steel Conduit, Up to 4• 1111111. 1111 ~ ... , •• , 9 11111 11111 Pl n I Ii IT! I I l"h 7 U I IJ :s I Copper Pipe, Up lo 4• f "' ffL~P!EI 1 Copper Tubing Up lo ¾: PVC Pipe Up lo 4• ~Ii ISSI, f!II LJLLG! Ill 11:1 I: flt Air Duel, 24-ga. Sheet Metal, 3"x10- . ....._ Cables Type ol Wall or Floor GW I 111 GW Ill Iii GW GW GW GW GW Flrestopplng Material Forming (Min. Deplh) Material ---· is· 21S", 3.5 rel II I! • 11.1111 1111 I 5. 5.5 PEI is· 21S", 3.5 pcl I I u,s.r 1 ·: is· 2:S-,3.5 pcl :.r :.r 2:s·, 3.5 pct :.r 2:s·. 3.5 pcl :s· 2l4", 3.!pcf (CF-Concrete Floor, CW-Concrete Wall, FSD·Fluled Steel Deck, GW·Gypsum Wall) (1) Pipe covering material. Min. Max. Annular Annular F T ULSyslem Space Space Rating Rating Number ¼" 1¼" 1 0 WL-1039 I I I 1111 ""' JI 1!11 I 2 1111 111, r.-rn· 1 0-1 WL-1039 1.11 ur I a ii L IBSS M" rn· . 1 0 ¼" .1 1M.-1 .0 W.L~103.9 v..-rn.-1 1 WL-2036 ¼.-1· 1 0 WL-7001 lf" 3W 0-1 WL-3034 I 1--u O' .t· I I I .. .7'"#'.e Al3oVG £/Sreo ;==112e STOF' SY.5Tc?MS 1!;f ,BY 1/NITeD ST,'/T&S 6Y?SL.IH CO/JPANY'". ~Ere=IZ-ro oer.4/L-~3'Zt.c,)_ TH/S O&T-4/L /.5 R::J.e.. 1/.L . S'/'STer-1 NL· /03? ON~Y. ,t?eFee ro Tr/& M/INUF;t1CTU.2G'/25 Oe'TA/.t-~ AND /;</ST/20C:.T/ONS R'ft at. orhl!!:R L/.L. SY5TE.H :#'s. MST/II.LAT/ON s,/,,(JL.,{_ OI\ I { (\\ n lJI I I _ p coNFO/ZM HAN~,4:::;rd,ee/2.S. RBCJ,l.l/28HB-NT5. rll(E 5TOF AT /·I-I/? WALL ?E#fTl(AT/0#5 + HeMf3£l/Ne ?eNBr~ATJONS Wall Assembly-lJ.L. System WL-1039· (formerly System 605) F Rating-1-Hr. T Rating-0 & 1 ·Hr. (see item 2 be/aw) Sect/an A-A 1. Wall Assembly-Any 1-hr. fire-resistant gypsum panel wall assembly. Joints finished with SHEETROCK Joint Tape and Compound; fasteners finished with SHEETROCK Joint Compound. 2. Metallic Pipe-Any of following may be used: • Nominal 4" diameter (or smaller) Schedule 10 (or heavier) steel pipe. A min. 1/," to max. 11/," annular space between pipe and periphery of opening is required---0-hr. T Rating. • Nominal 4" diameter (or smaller) cast or ductile iron pipe.'A min. 1/," to max. 1 '/," annular space between pipe and periphery of opening is required- 0-hr. T Rating. • Nominal 4" diameter (or smaller) electrical metallic tubing or steel conduit. A min. 1/," to max. 11/," annular space between pipe and periphery of opening is required. A½" diameter (or smaller) electrical metallic tubing or steel conduit has 1-hr. T Rating; larger than 'h." diameter has 0-hr. T Rating. • Nominal 2/," diameter (or smaller) Type L (or heavier) copper tubing. A min. 1/," to max. 1 'Yi." annular space between pipe and periphery of opening is required-0-hr. T Rating. • Nominal 4" diameter (or smaller) Type L (or heavier) copper pipe. A min. W' to max. 11//' annular space between pipe and periphery of opening is required-0:hr: T Rating. 3. Forming Material-Min. 2½" of THERMAftBER Sating Insulation with min. density of 3.5 pcf-U.l. R-10905 label. 4. Fill, Void or Cavity Material-Min.½" depth of FIRECODE Compound installed on each side of the wall. • Reter to the UL Fire Resist,nce Oirectary far Thraugh-PenetrJtian Firestap Systems or contact U.S. Gypsum Company for complete information. _f/l<c 5TO? DeTAIL :J ltntuon1 CluaCllr: Component: ID: ra STUDID5 p -. -LEGOL D II Hellmuth Obata+ 5f'° GAR L-3 BAO Ku1abaam, Inc. 1-.d: °I· .CJ1 o.tallNumlNr I I I I I I I I I I I I I I I I I I ·I I I I I I I I I I I I I I I I I I I I ly9 t 7YPt? ';<" __ ___. 6Y~ 6D (Att.. $106~ ~~ING-) .s /s, ,, T'l'~e ">< "~-===t.ll 6YP. ~D.eA, Slee Or Me-7: sruOS(I-H/2. W4U.) . ' ILil---/'161r! r'AN~ 7Y~ /Ix" /Vlk.I-TO C::dNP~ TO tS>'P~UM AS'i&JC. rl~_,,.t,.JP/'SIO (l·H/Z 121/TED) ~eCe:55e0 r/YTL/;ee AT I-II~ J114LL No ,s,:::;4t.e ReY!llon1 cu-. Component 10: LEGOL:JD tilmms p -• ~Hellmuth Obata+ o-z7 C.ARL~BAI:> Ku1abaam, Inc. 1..-f: q . ~ . q1 o..llNumlMr /2·03·f:!7 I I I I I I I I I I I I I I I I I I I 111 f,Ev~L., B~ fV,'=Jn~ ------""' )..-6+'1 I~ bT~ 1ix!::D r~T•.::-L.Al-1. -~-~ i::i... • ~Ft"lJ.~ P.1.Al-1 ~H Al,.L. ~t::a~ -:.\ --------, . I I c--~--r-----, I.. . l :\_ r· ,:.": la.·', ;/•.}, '--~ ___ .., -...,_ -t-- lr-r' I I I I I I f I \ I ---~ ,•; -----t I ,Fe~~ i'"L>Ay"1c. -.-HI-I--~ l-,6.t-11~ ~-~- I I I I I ~ .... [..L. ~t:4. ~..i~~ ~.ii ... t:> ~--=.:.::..-J I I I I I I -----.---= e.L-ev. F. LAM c~ . Ill LEGOLAND CARL~BAP ~ STUDIO§ II.· Hellmuth Obata+ Ku1~aum, Inc. ftevblon1 -· ---- ~ ,-------· I I I I ,. I ~, I _, I I -, I ! I I b==~ -· Cluster: Component: p • DeaJINumw ~47 ID: - Fl'I(.µ::> !"lAc;ilG -~ i>t-11 t..j~ ~EL -----r ¼,..le,-r~: ,.e,,.t.-L ~..t"' ri.ut1e,t~4------. 1t-1&LL1t?,,.,~ ~r ~ ... L~ -f".::> IS~ ~t::' 2"El1ll1.P f'L.64TT~ ~ ~~~ I ~ '1 LEGOLA·. D GARL-'BA t:) ~ I a N _, ~~ ~n~---~1 LAM rt.1.6-TE rAt-lE::1. z,.-+ fit.6,td 1t-1.::; -----+ii+-+'- ., til SIUDIO§ llevblon1 Iii Hellmuth Obata+ Ku1abaum, Inc. luued: /?..· oa ·'17 Cluster: Compon«1t: ID: p • - Detail Numller ,46 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~t-L-·F1r-l14;111t...;,-., c.>r-l-r1..Ju!i ~1-¼1t-l1::> o~uy 9JI. r.1-At-1. T~r" w/ ~~11":)E T• ~L-L..~ I \ e,u,L-1.rl ~ . /:?« \ \ \ \ \ \ \ \ (/ \\\ \\ \ . \\ \ \\\ I \) \ \\\ \\ 1\\ ~~l,' ::::t-->< I -1\' '~f::: I / b:: " I t-; ~~p t--. -I ~ ~--,fqITiJF,l.j .6-l..l.. f.1.>M "' .,, . .... , I-I . ~ 1~ .... ~ I F1~1-?H~ 011 .AJ.L ' ~Xf'""*-t:> 2f ~J:~t:, I ~ .... ~t;,.:ie..:; ~ I ~ ,1.1 "" -I l---' •t--I L---~f:: ~r-.. '? ,. ~1:..,.. ... -i:-. -~--r-.. ~tj2'7 ~r> /4 ~u .. ~~"'4'ft~ == r-r--tzJ!~ul(<Et? -r-0 fL-IJ"7H ~r,J.k.~ P.L>r-1. ~ e, .LJ1"' ~ i--.At-,j i. I,. C;, f:='1 l-4 I ~H., -r-yTi.:;.Ai,.. ~::: r-.. i-., .61 .-41-L-)2:l::v£.4.L~. :-.$) ~ i-., I rt -~ ~~~ : 1 :::: ~V"( t,i."f '!' l-l't'lA-1 -~ -~-------\ :i. ,--....... "?H.&f-ri,..u ~ fA~E:!( ~ r-..;;; L~ ~~~1.g ~H ~L.. y ' .DI~ F•~ ri,.ut1t51~"1 I ~,I::.~ ~-/ . ., ~ri:t-11~ ,J~.Ll~; .. ~ I r .. . -~ --~ ~: -... :~ r--..... ~~ c.e>t-1 h,-UOU, .. -· -~ --~ 4U~'f.,.:::, ,-pq F'-; / ,~. · .. -Z.'>' FfzAt11t4:i .,6.T ~~I~ \.. 'J , A~ ~l,C~D fz:,f '?lt-{f,' • ~t---::,... ~ic:~1 ,.4.1;~ ~ -r"" H-'•~..t · 'I-,~ .. r--::;: c:::::.~ AO:::r<:-s, A"f" ~~s.1.e : I r'~E!..c, ~~ ~>< -AseO A/felt :~\,!\K Ros/~ .. 1 •• I ~ C' 'I " I'* C-21753 *' De.TAIL ~ F.L.AtvlCOJ~eR-. cJI "l" ~~ REH.QU§ ~ ~ o'<:-OF Ct,.\.\~ lllHlllons Cluster: Component: ID: . ' ta STUDIO§ p --LEGOLA D II Hellmuth Obata+ ?>44 C, A R L .., B A t) Ku1abaum, Inc. luued: 1 •2 J • 'f7 DemllNumlMr /Z· 0~·'17 URINAL LAVATORY -+30 11--+- ~ I r- HANDICAPPED NON-HANDICAPPED URINAL URINAL 14 11 MIN. r- TOILET ! FLUSH VALVE (ON ~IDE SIDE) ': @-- NON-HANDICAPPED. TOILET ! FLUSH VAL YE (§) x <( :r '<;f" TOILET ROOM ACCESSORIES ICALL NTI ~ ac.c.r: Component: ID: :J II! STUDI05 p 000 00 LEGOL D Ill Hellmuth Obata+ 350 C.ARL-'BAI' Ku1abaum, Inc. 1-.1: I0, 11·'n Daall NllfflMr /'2-0.5 ·17 I I I I I I I I I I I I I 1· I I ,- 1 I I I I I I I I I I I I I I 1. I I I I I MIRR~R V'IITH SHELF (BXXX) ~o "¢" _I ('() SOAP (BY VENDOR) a "¢"· GJ JJ LEGOL D GARL.38AP Tc?Y'IEL DISPENSER (BY VENDOR) TOILET PAPER DISPENSER, SEAT C.OYER DISPENSER, (SANITARY NAPKIN DISPOSAL- Y'IOMEN'S ONLY) D (BXXX 4 BXXX REC.ESSED) (BXXX 4 BXXX PARTITION MOUNTED) C.OUN~R-MOUNTED SOAP DISPENSER (BXXX) ra STUDIO~ Obata+ llrtWonl II Hellmuth Ku1abaum, lac. IIIIUell: 10· /1 · q7 HOOK (PETER PEPPER) au.c.r: Component: p 000 Deal!Number 351 Jt-oa-C,7 ID: 00 12" (DIA) • ' = ~ l l 12" 1 1 HC(M) HC(~) ME:N ~OME:N 12" (DIA) HC(U) · FAMIL. 'f SIGNAGE ICALL NTI ' ~ C1111111n Component: ID: llJ -STUDI05 p 000 00 LEGOL D Ill Hellmuth Obata+ 352 C.ARL-'BAD Ku1abaum, lac. 1--s: /c· 11·'17 D-»N ....... /~-D~ -17 I I I I I I I I I 1: I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I I BRAILLE 51GN --i-H+- TYP. C) _I . U) SIGN LOCATION HC(M) C) . _, U) SlcSN LOCATION HC(FAMILY) BRAILLE'. , SIGN -~+1- TYP. C) _I U) SIGN LOCATION HC(~) SIGNAGE ICALlaNTI l;I! srurng ~ Cllll1lln Compo11ent: p 000 ID: 00 LEGo..:Jo Ill Hellmuth Obata+ 353· C.ARL-'BAP Ka11ahaum, Inc. ,..,. to · 17-'11 Detail NIIIIINI' /2-05·'7 99" 56" GR.AB BAR. (BXXX) EMER.<5,ENC Y CALL SUTTON 1611 99" 48" <5,R.AB BAR. (BXXX) rSABYSEAT %BABY SHELF 16 11 TOILET ROOM ACCESSORIES SCALE, NTS lwlWona Clunr. Component: ID: :J II! STUDI05 p 000 00 LEGOL D Ill Hellmuth Obata+ 354 C.ARL-'BAt> Ka1nhaum, Inc. ·--/0·'1· 1 DetallNumNr IZ-0 3 ·'h I I I I I I I I I I I I I I I I I I, ·1 I I I I I I I I I I I I I I I I I I I 1,-. """ -_, ---~ -- LEGOL:JD C.ARL..58AP D!SPLA Y CONDITIONS ~ ' / I / 1~-I \ , I\ \ 1y 1 _/ . --. \ '.:~>-- \. ' 'I ' ~,,, / ),,....,_ _,, PROPORTIONS SIGNAGE ICALL NTI llrrillona CIUltllr: CompOMnc ID: ~ STUDI05 p 000 00 II Hellmuth Obata+ 355 Ku1abaum, Inc. 1-,.d: /0 · /1 ·'f7 o.tall NllfflNf' ,~-ca-11 Locate grab bars on each side, or one side and the bock, of the water closet, 33 inches above and parallel to the floor. Grab bars at the side are to be at least 42 inches long with the front end positioned 24 inches in front of the water closet. Grob bars at the bock con not be less than 36 inches long. The diameter or width of the gripping surface is required to be 1 1/4 to 1 1/2 inches, or the shape is to provide on equivalent gripping surface. If grab bars ore mounted adjacent to wall, the space between the wall and the grab bars is to be 1 1 /2 inches. Grob bars shall not rotate. Grab bars and any surface adjacent to them can not hove any sharp _or abrasive elements. Edges ore to have a minimum radius of 1/8 inch. I 1/4"-I 1/2" \.\) (1) =· (1) (1) I 1/2" GRAB BARS TOILET ROOM ACCESSORIES ICALE. NTI :J -~ CIUICler: Component: STUDI05 p 000 LEGOL D 1111 Hellmuth Obata+ 356 GARL.38AD Ka11abaum, Inc. blued: (0. 11 ·'11 Detal!Numllw J! · D!•&/7 ID: 00 I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I 5ANIT ARY NAPKIN/ TOILET SEAT TAMPON VENDOR GOVER Dl5PEN5ER 1- ---r::, r::, _J • • . \J) = 'z 0 -~ s 8 NON HANDIC.APPr:D HANDICAPPED HAND DRYER (AIR) · HAND DRYER (AIR) Em ~ .U) I OJ 0 ~ ~ TOILET ROO-M ., LEGOLAND IC~NTI ~ STUDIO§ TOILET Tl55UE Dl5PEN5ER 8 ELECTRICAL CONTROLS X <( L ~ U) ~ CluSCII": Component: P 000 C.ARL-'BA'P II Hellmuth Obata+ Ka11abaum, me. lnued: 10 • 11 ·'17 357 ID: 00 ~ ' ' ' ~ I'-X X ::c <( ~ <( ~ !: !: z w 3 "q" a OJ iii "q" g Ii) ' ' I' I' TELEPHONE ELEV A TIONS ICALl!a NTI BUSSLER TYPICAL WATER COOLER ELEV. . LEGOL:JD GARL-'BAt> ICALl!a NTI (a STUDI05 II Hellmuth Obata+ K.u1abaum, Inc. t--1_,_.---'-:l 0-. ,...,.., .-q ---1 Clunar: Component: ID: P 000 00 358 I I I I I I I I I I I I I I· I I I I I I I I I I I I I I I I I I I I I I I I CAPITAL STUD · SPACE REQUIRED FOR STUD ADAPTER ASSEHBL Y TYPICAL STEEL STUDS SEE !A!ALL TYPE DET Al LS P-501 TO P-506 TYPE 115 11 BUGLE HEAD r I 1/411 LONG U.S.G. DRY!A!ALL SCRE_i.A4S DRY!A!ALL OR PANELS SEE !A!ALL TYPE DET Al LS P-301 TO P-506 RETAIL HIGH WALL: CAPITAL STUD ADAPTERS. DETAIL . . SCALL FOIi IIETAL ta~ WALL :J Iii STUDI05. lllnltlons Clumr. Component: ID: p 000 00 LEGOL D Ill Hellmuth Obata+ 360 C.ARL-'BAD Ku1abaum, Inc. luued: 09--08-97 Detail Number IZ-ts·97 I I I I I I I I I I I I I I- I I I I I i rl PLAN '1 LEGOLA D C A R L ~ BAD -------GYP. BD. SHEATHING OR PL YY'IOOD ......__--Y'I.P. PAPERBACKED MET. LA TH (TYP.) '----+--~---1/8" EXTERIOR CEMENT PLASTER '----------MET. CHANNEL SCREED .------'-------1/811 EXTERIOR CEMENT PLASTER NOTE V'l.P. PAPERBACKING SHALL RUN CONTINUOUSL:.Y BEHIND MET. SCREEDS REVEAL DETAIL SCALE, HALF SIZE Revisions Cluster: Component: -~ STUOI05 p 000 Iii Hellmuth Obata+ 361 KaHabaum, Inc. luued: 09-08-97 D.c:allNumber /t.-O~-tp ID: 00 ~ I ------METAL STUDS ~GYP. BD. SHEATHING ~=====::::::$= ____ =_:::::. =. :=. ~-:::::_== .. = .. = .. ==. OR PL Y~OOD -~---~-L . 7 ---__ J/'l.P. PAPERBACKED MET. LA TH (TYP.) 1/411 -+------l/811 EXTERIOR CEMENT PL•ASTER PLAN ----------MET. CHANNEL SCREED -----------GYP. BD. SHEATHING OR PLY~OOD ---------1/811 EXTERIOR CEMENT PLASTER ~ ~~ MET. CHANNEL SCREED SEGTION NOTE 'fJ LEGOLA D CARL.3BA'D ~.P. PAPERBACKING· SHALL RUN CONTINUOUSLY BEHIND MET. SCREEDS REVEAL DETAIL SCALE, HALF SIZE ~ STUDID5 Revisions Cluster: Component: p 000 Iii Hellmuth Obata+ 362 KaHabaum, Inc. Issued: 09-08-97 r>.tall Number /"2.. -c5-~_7 ID: 00 I I I I I I I I I I I I I I I I I I ·. I I I I I I I I I I I I I I I I I I I I -----4" X 16 6A. STUD ---6 11 X 16 <SA. UNPUNCHED BACKIN6 ft NOTCHED AROUND STUDS -DOUBLE STUDS @ .SIDES OF OPENIN<S· F:H.S.M.S. SACl<INe TRACI< -TYPE A ..Af-,..__-~FULL LEN6TH HELD TYPICAL AT HEB t FLANGES OF BACKIN6 TRACK TO STUD -TYP. ------OR SMS @ EA. STUD .i:3ACKINe TRACK -TYPE S SACKINe TRACK NOTES I. · BACKING TRACK TYPE 'A'-FOR MISCELANEOUS INTEMS I.e. SURFACE MOUNTED MIRRORS, V'IASTE RECEPTACLES, TOHEL DISPENSERS, ETC. MAXIMUM WEIGHT -50 POUNDS 2. BACKING TRACK TYPE 'B' -FOR.UPPER V'IALL-HUNG CABINETS (lJP TO 2 SHEL YES), BASE CABINETS, FULL HEIGHT CABINETS, COUNTERS, WALL HUNG E}ENCHES, WALL HUNG EQUIPMENT, TOWEL BARS, ETC. MAXIMUM WEIGHT -250 POUNDS - B. VERIFY LEN6TH, HEIGHT, LOCATION OF BACKING PLATE AND NUMBER REGlUIRED WITH EQUIPMENT ACCESSORY MANUFACTURERS. 4. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 5.· V'IALL STUD FLAN6ES ARE CONTINUOUS. 6. BAGKIN~ TRACKS SHALL BE LONGER THAN HUNG EGlUIPMENT / AGGESSORY / CABINETS BY ONE _STUD SPACIN6 EAGH END -ALL CONDITIONS. BACKING PLATE DETAILS SCALE, NO SCALI!: LEGOL:JD ~ sm,og Revisions Clumr: Component: GARL-'BAP II Hellmuth Obata+ Ka1&abaum, Inc. Issued: 09-68--97 P -000 Deall Number 363 ID: 00 ---u:> ~-~~ (\1/'~'1 /'I\JN \-_..8 S.M.S. . TYP. FLS.) T. ~ C.Of'e: 6 eeN0 'N~ F~T~ TO sruo wre W/ z. "e S,M,S. ll IO ~ a, ST\.. ,e_:-.- Z..O ~-~ T.« e,, caPE.. FL r-4 BENO WEI!!, f'ASrEN. To ~:rm.~ WEI!> W/Z.fF 6 S-M.5~ -z. Jif e, s.M-5 BACKING PLATE DETAILS SCALL NO SCALE ,J ~ sruo1og Revisions Cluster: Component:: p 000 LEGOLA D w Hellmuth Obata + 364 C. A R L ~ B A 'D KaHahaum, Inc. luued: 09-08-97 o.taJINumlMr /,Z-()1, -11 ID: 00 I I I I I I I I I I I I I I I I I I .·· I I I I I I I I I I I I I I I I I I· I I Ill LEGOLAN.D GARL..)8At> ~ STUDI05 C1U1Can CompoMnc ID: ~--1 p 00 00 II Hellmuth Obata+ . Ku1abaum, Inc. laued: /0 ./7· 1 I i-----------------1 Iii LEGOLAND GARL-'BAt> ~ SIUOI05 llnblon1 II Hellmuth Obata+ Ka11abaum, Inc. ,laued: fo ,11 7 •• J B .. ~ Clutter: Component: ID: p 00 00 I I I I I I I. I I I I I I I 1· I I. I I I I I I I I I I I I I I I I I I I I" PLASTIC LAM END PANELS - OMIT AT FAMILY TOILET ROOMS PLASTIC LAM. BACK SPLASH AND SHELF. O!YIIT AT FAMILY TOILET ROOMS SINK BABY CHANGE TRAY .c F-96'=! ) - I \ I " --- / .....__" - - ---:------' / r-. / ......... " '-J" '.J I/ '-.... - // I / I/ / I I I I I . -.__p_L, DOOR J/'l/ HINGED AC.GESS PANEL FOR DIAPER DISPOSAL. PROVIDE KEY LOCK TILE BASE REMOVABLE PLASTI'-LAM. PANELS (3 EQ. SPACES) I" PLASTIC LAM. REVEALS - (TYP.) CABINET E~EVATION Ill LEGOLAND C.ARL~BAD IC.ALE. 112•-,1 1'-0" ~ STUDIO~ II Hellmuth Obata+ . _ Kasll&baum, Inc. lnued: 12-03-97 ' ,-- t FIN. FLR. LINE Cluster: Component: ID: P 000 00 Detail Number = C) I -N l" PLASTIC. LAM. END PANELS- OMIT AT FAMILY TOILET ROOMS PLASTIC. LAM. BAC.K SPLASH --------. AND SHELF. OMIT AT FAMILY TOILET ROOMS BABY CHANGE -----. TRAY OR V'-IIDTH OF FAMILY TOILET R 11-011 = N I I I - N L_ SINK FAC.E OF V'-IALL DIAPER DISPOSAL BELOV'-1 PLASTIC. LAMINATE COUNTER LINE OF CABINET BELOV'-1 -----P.L. DOOR V'-1/ HINGED AC.C.ESS PANEL FOR DIAPER DISPOSAL. PROVIDE KEY LOC.K CABINET PLAN SCALE, V2" • -r-o• . '1 ~ STUDI05 llevblon1 Clustan Component: ID: p 000 00 LEGOLA. D .Hellmuth Obata+ 368 GARL-'8At:, .Kassabaum, Inc. IIIINICI: 12--03-97 Detail Number I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PLASTIC-LAM BACK SPLASH 4 SHELF ---------, OMIT AT FAMILY TOILET ROOMS I" PLASTIC-LAM. PANEL -OMIT AT FAMILY----, TOILET ROOMS PLASTIC-LAM. COUNTER 0/ 3/4" FL YJ/'ID.-----. 11'1/ I" RAD I US EDGES SINK---------1----'---~ IX DIAPER ----+----1--+-1--- DISFOSAL BEYOND r-1 '\_ \'\_ ' REMOVABLE F.L ...... 1--------1111 PANELS 11'1/ CONCEALED _\/ ~ f-----~ -'1' " " " " " '\ " \- FASTENERS 1-----------..___.... _______ H,1--- () FIN. FLR. I R 8" / ~II I CERAMIC, TILE-------~__, BASE CABIN-ET SECTION -SCALE. 1" • 1'-0" ' ~ Revisions STUDIOE LEGOLA-D Obata+ Ill ><.\V \ I • I r I I I I I I I I -'( -I l'- 1 " '\ "x' i---FAC-E OF J/'IALL -rn d) () I N - = -N I "" L FL YJ/'ID BRACE AT MID POINT - /,?,; 0 AR~ Cluster: Component: ID: p 000 00 GARL-'BAP .Hellmuth Kassabaum, Inc. laued: 12--08-97 o.tallNumber 369 I I I I I I I I I I I I I 1. I I I I I ~Sc. 1~1'11 ,;fr: ~r1· "7f'F-11Jt;~ f€bl£"( I $~f"t ~~ ~~ c~~'"'l.k) ~ ro cq',iJt.1 otz ~ ~~1,.::. ~---I &(t~· vc;£ ~AJr ,,J~~· l-*t!-+1-1 M~~ 4,Jff~P--r~,f, ~l4;"'V'.> '"7H€~l~ ~·--------'"1t'1 )Sffi..1' ~fl~ ~1'(. . -rz;, ·~lJl.l. oo~lfr ~ __ ,µ.~e, -411~---- t-,tU\.'f\ fl.,-( ~&tJc. -..,J/~rz,e...~ ~r· ~ec. . , e 11 ~1 t.J , PMAFe:.T Revblon• ~ SIUDIOE Cluscar: p 0 Component: - ' LEGOLA D .Hellmuth · Obata+ Detail Number SO I G A R L-'BAD Kanabaum, Inc. luuecl: ·Z . 12-0; ~q; ID: • LEGOL:JD CARL..5BA'D NfYf ~ 1 · II (ii STUDIO§ II Hellmuth Obata+ Ku1abaum, Inc. 12 -o~ ·'?7 Cluu.r. Component: ID: p . - I I I I I I I I I I I I I I I I I I ·I I I I I I I I I I I I I I I I I ·1 I I '1 LEGOLA D e, A R L -3 BAP - 0 I ... . .. . . • I· • • . ·1· : . . . " .. ,, . . : : f"FT "i"(ff. e5Tx '\; / ~~ r-z I! & i-:e.-r ~ "-'itllon• ClulCar: Component: ID: ~ STUDI05 p -• .Hellmuth Obata+ DeaU NumNr 5 0 ~ Ka11ahaum, lac. Issued: . .z,. 12-~-'n I . I i ------~L. u P-t 1 ,,.h.J r1 ~r1i-l~ c:;'i"~n:r-i -r.o.P -----~u.t..-1-< "P.>E-AO ~H ~,r:,s.:; F"~iER ~~Mp ~Of!~ H~--r.A-L. ;::'L..A'7H lt..l~.:S ------Je_U~'l<.11:12:1&>~ ~.eH'l"' f'i..z,..;~ .:::>ti r-1S:"r"AL-L-"'irt ifBLJ1L.t:>1+.lc:::i P~~ a-1------1-LJll ------~)CfS~IO~ .::;HE,)C:rt111-fa,/rc=t..Y-,ihob --·Hf ------t1 E1"AL. F~H l'44 · ~C' ~T 0 Ill LEGOLAND C.ARL.38AD ~ STUDIO§ II Hellmuth Obata + Ka11abaum, Inc. ~UIL-T-Up ~Fl 1-lc:::r .,.;,/ 4~V£:.I-f;).,.S,.J..+,;s.';ij" Cluater: p Component: • ID: - I I I I I I I I I I I I I I I I I I ··1 I I I I I I I I I I I I I I I I I I I -r.o P. -r.o.~ -z. X ft ~t;:;. Fe.~~HT ,,-~.>-t1""e't? 4>-IL-~~ ---!1-'~"r"tt~ ~J'<"e,u~o ut-It::,~~ M~T~J.. r~H tH9S ~e,n ~~14'~ c:::ei-1e.Hi f'~"?T'el<, ~r-1 M~-r""~ L.Ar"ri -? P..Utl,..DI .;4 f'.s.n;.~ 1:)(T"E }cl~ ~.lf.b.-n+i 4a/f'l..-('P'~ ---~F" t1eri~~~ 'f"~1,.ki ·AL-Te.R~,e. C%TAIL. w/0 c.oJt$~ p~~JIJ(.,. .. ·111 LEGOI.AND CARL9'BAO ~ STUDI05 II Hellmuth Obata+ Kanabaum, Inc. Revisions Cluin:er: p Component: - Dec,111 Number sos ID: - 7. ,, ~ ~xn;ie.,o~ a.-E'M~r f''""'6rat,. ~ L...la.7H .• , LEGOLAND CARL-'BAO 0 I I~ " "! .! k .. -;-7-------============-\ ~, ' ' ~ ~ -bl sr ;- L . I <if' ~v,r'Of,j. ~ ~OG-1\llfZAL 1'! Ii j• I I• l·j ---.5 II ~ ('.'.;~ . . ; ti! STUDIO§ II Hellmuth Obata+ Ku1abaum, Inc. Cluster: Componant: p - DecallNumlNr ID: - I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I I ~tr(le' ~ ~P' f'~fC,,,5.~ -----'flHl'?ti • [e<r. Ger-1 £HT l'"wS-;r, A«-P~~ ..;H1~41,.e$, F•~ MEJllt~.AHf:J f'~t4u-1~ f ~..\~ ~,:: & .:=iLJt-lT~ ~ 'F°l,,,'-.; f-i 11-l 41 ~it-I< t-1ATl!~I.A.L-----------~ lJP f"..A..c:::-1!! e>F ~.,A.L-l- l-11:: f'f ~S t==l-~~Hl.k,------- C:,.6-&.q-~·r----------- ~LY~~t::, '?tl1::$f"l'lu..\~ · .. ~~R c$fi,A,&-'et::, 2>< C'J 11:G 4f?.t::,,. t$1,..#~li' a. HIP Pe>lfi,.. . Ill LEGOLAND ~ STUDIO§ Revblon1 Cluster: Component: CARL.38At:» II Hellmuth Obata+ Ku1abaum, Inc. laued: 7. 'fl · Cf /1.-0$ ,en p - Deall HumlMr 507 ID: - HV~ lJt41,-~f'~-ro t--1~ r--L-A-tJ.:; F~ vt-J ,r ---- ,i'fE. f" ~~c:> ~I~ \t-l~ ME."(,~M .. ~ tf ·-- FL.A4~uJ~ ~-~e ~ ¾,' f'l-~ ~ f(1~0 2x fi::¥Z. i..evev1~ ME:M~~ ti-~H-1~~ ~·(~,----"' ~ ~\L-1·Vr ~~ Ne:,11=: • ~ ~u~ c::>w~S t=qt ~f'r~ 4 t..o~~ ~ tW~ 0~ • F~Me ,J'cv1.... t:=>uc:;r ~E:).l~~ Ill LEGOLAND GARL-'BAD ~ STUDIO§ II Hellmuth Obata+ Ka11abaum, Inc. Cluster: Component: p - o-!INumber 50b ID: - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,L..eA b f"~l-·H '4 ~ 41:-i-__ ___ I~ lt:~F1..,l~ OE.~21--l1""' F L.A4" 1.J~ Fel-1? ,.l!f!fUa::> ~ -eo11.,-r.vr~a:::p-.i;;~c.. vet-tr r,ra::------ lf)E.C . fl} MECH . vetJT . Ill· LEGOLAND GARL-'.BAP Qlmmg II. Hellmuth Obata+ · Ka11ahaum, Inc. Cluster: Component: ID: p . - ...... ---...--- LEGOL:JD C.ARL-'BAt:> t1EM ~e, ~n-J'1 ~l~Uj~I~ Clu11ter: Component: p . Decall Number 5 J 0 ID: - I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I- I I I I I ' LEGOLA D C A R L -' 8 A t:> --+--=BU ll-T-t.lr=' ~ HG HJ!t-1f5~J$: ~~~~t,r~ ---~~i'?UGT f"ff M~- ReYlalons Cluster: Component: ~ STUDI05 p . . 1111 Hellmuth Obata+ o.aa Numw O /I Kauabaum, Inc. luued: . . ft-OJ -e17 ID: - ' ' ... i : ; •' I . ' ~ i --c:::,r-4~ r,~~ ~f-1 ~P~£~ ~Er.. Ax/O~OME:~IC:. ~ ':,CUPP~ Ill LEGOLAND CARL-'BAD Clustar: Component: p - Deeall Numw 5 f f, ID: - I I I I I I I I I I I I I I I I I i I ·1 I I I I I I I I I I I I I I I I ·1 I I f\..,j'¥Jat) &f. ~)'<;,. --------r-.. ; 4£.t.~,,J~ ~-i . I J;~'fWI~ ca,,ta,.tr I I"~~ c,t-\ M~-----... : ~- M~.,...P4,-~rz~----. : ..----iHl---~pA:J~ ~f' ~'1tt..;· l.f ~F . I ' I : I-lure:: HIN ~..1~ F"'L-XH ~ LEGOLAID QI SJUOI05 Iii Hellmuth Obata+ C.ARL-'BAt> Ku1abaum, Inc. ::.;" ~I::> ~'frEl2-*"NI~. ~~ ~ t/uw. ReYlalon1 Clustier. Componenc ID: p • - o-lJNumbw S/~ tt.·o~~q-J =F"I 1-t.. .J&:'I Hi ~1='i..-ex r l'"';)l-E: +-letH -""?t+F:1t4i-::1t-l<::; 1'>UT,...L- ~l:JJ..~r t-J~ 7'(P. t:>cTAJ L@ ~~J::O CAP FLA'b\-\\~. . Ill LEGOLAND CARL-'BAP ~ ST~DI05 II Hellmuth Obata+ Ka11ahaum, Inc. Clutter: Componenc ID: p -- ~INumw o\4 I I II I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I e.4.~1~ ~~iJ ~ (FJ.A'iT!t:. ~ f'~l!ll'OOl) Bl LEGOLAND GARL.38At> .,_+----~a::")t.. ,-0 f'L.A,.[~ ....,_ ____ ~ -ti, t"l-1.M~,~ ~ t>,c;. f' lf"e ,t"ZE ANP "-cc:.o.no...i ~ STUDI05 · II Hellmuth Obata+ . · Ku1abaum, Inc. l111Ued: Clustar: p 1€ ~, Fd\1-. W""W.. "T"'(~ .AtlO Fol1~#ft5 Component: - 515 ID: - Ill LEGOLAND C.ARL-'BAO • N Clunar: CompoMnt: ID: p -- I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I· I I •.. . ov~f--rW~ ""?'~ (::>e--f'~l\-- . eiull,.,,-r ur ~ Ma--t~E: e L->-'i~ % 11 f\-"(w~ t--t ~T A.l. "'?llr-t r-7 ~t'!,e.~r--p::,r-:- ~~ FJT ~ w6\..1.h f\OOr t:>MJtJ w/ t:::,CLJPPe~ LE~OL~D GARL-'BAP ~ STUDID-5 II Hellmulh Obata+ Ka11ahaum, Inc. Cluu.r: Component: p - Detail Number 51 '7 ID: - l \FU1if01.t1\1.1DJL\C J C\ClC50iO..C dot• 9/t/91 911 orn ('r- )>ffl ~G> r-0 ~r-:~ uC:, --~ ~o= ~ 111 er tt -= = a i ;; f+ i ,m J 5' r [ ~1~1--1-+l-;-l-il I I I J? ' I '4:1 ...JI ~ -.I i • i z I C)1 i,...,. 00 ~p ; f ff ~ 6" I I MIN. 20 GA 2-1/2" STEEL E-STUDS .->--@ CORNER CONDITIONS I" SHAFT ~ALL LINER PANELS I . .. EXHAUST DUG T REF. MECH. D~G'S I LAYER 1/2" TYP. "X" GYP. BD. 20 GA. 2-1/2" STEEL C-H STUDS @ 24" O.C. TYP. ATTACH TO RUNNERS @ ROOF STRUCTURE ABOVE UL DES. U46Ci 1-HR EXH. DUCT ENCLOSURE SCALE, 3••-r-o• ------------------- I I· I I I· I I I I I I I I I I· I I I· I C.OMPRESSSION STRUTS 2" MAX. FROM BRAC.E V'llRES TO C.ROSS RUNNER r-----8 G>A. VERTIC.AL HANG>ER V'llRE @ 9'-6" EA ~AY Y'4/ MIN. 5 TIG>HT TURNS IN I 1/2" BOTH ENDS OF ~IRE 12 G>A. BRAC.ING> V'llRE ~/ MIN. 4 TIG>HT TURNS IN I 1/2" BOTH END OF ~IRE TYPIC.AL ALL ~IRES SHALL BE G>ALVANIZED SUSPENDED T·-BAR· CEILING ICALL 1112""1'-0" . Revisions Cluster: Component: LEGOLmD -~ . . S!UDIO§ p -Iii Hellmulh Obata+ Detail Numw .5 to C A R L .3 BA t:> Ka11abaum, Inc. /Z--o~-~7 ID: - I ·1 I I I I I I I I I I I I- I I I I I 4'-0" · . ..l'-k......-......-------· -1 l OR LESS 4'-0"0.C.~ 5'J5PENDED CEILIN5 FINISH SLIP JOIN·T @ CORRIDORS SCALE. 3'aT-0' · 11.•Yllion• Clustar: Componanc: '1 ~ STUDIO§ p -LEGOLA D Ill Hellmuth Obata+ Dacall NumNr s e I C A R L -' BA P Ka11~aum, Inc. It. .03 • "17 ID: - ,,----COMPRE5510N STRUT 8 GA HANGER V'llRE @ 4'-0" O.C. EA Y'IAY (MAX.) 3 FULL TURNS EA END ,-----SADDLE TIE Y'-1/ 2 STRANDS 18 GA V'llRE COLD ROLLED @ 4'-0" O.C. C I 1/2" X 16 GA MAIN RUNNER CHANNEL 1/8" X 20 GA FURRING CHANNEL @ 16" O.C. NOTE, PROVIDE LATERAL BRACING AT ANY CHANGE IN CEILING PLANE. 4-#12 GA STEEL Y'IIRES SEC.URED TO MAIN RUNNER AND SPLAYED c::io FROM EAC.H OTHER AT 45 MAX. ABOVE HORIZONTAL C.LUSTERS PLACED 12'-0" X 8'-0" O.C.. AND 6' MAX. OR 4' MAX. RESPECTIVELY FROM EAC.H V'lALL. USE #8 SELF-TAPPING SCREV'lS TO PREv'ENT SLIPPING OF EACH CLUSTER AT RUNNER. SUSPENDED GYPSUM BOARD . IH LEGOLAND C.ARL~BAt:> ICALL 1 112•"1'-o• ~ STUDIO§ II Hellmuth Obala+ Kauahaum, Inc. Revisions Cluster: Component: p - Detall Number ID: - I 1· I I I I I I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I ----. -t---------- ----.....;_-I 1/2" XI 1/2" X 16 GA (MIN.) CONT. MTL. ANGLE V',/ SELF-TAPPING SCRI:~ ----TYPICAL HANGER ~IRE ---I 1/2" CR5 RUNNER CHANNEL@ 4e" O.C. -----SADDLE TIE -MIN. 2 STRANDS OF le GA. ~IRe '-----1/e" X 20 GA. FURRING CHANNEL @ 16" O.C. ,,,__ _ ___. _______ 5/8" GYPSUM BOARD SUSPENDED GYPSUM BOARD ' Ill LEGOLAND C A R L .3 B A .t) ICALE. i••f-0" ti.I S!UDI05 II Hellmulh Obata+ Ka11abaum, Inc. Revtslona p Component: -ID: - DeallNumber 5Zo. I 1/2 X I 1/2 X 16 6A. MIN. CONT. METAL ANGLE ri/ SELF-T APPIN6 SCREJl'IS . '1 LEGOLA. D C. A R L -' B A I:> HANGER ~IRES, SEE CEILING NOTES LIGHT FIXTURE, 5fE ELECT'L DJ."«SoS. .__ ______ ..i.,__ ACOUSTICAL OR LIGHT FIXTURE ~ S'TUDI05 Revblons II Hellmuth Obala+ Ka11abaum, Inc. Issued: 7 •..Z ( • {Z-~..erJ GYP .BD. CEILING, ~HERE OCCUR5 Clu1ter: Component: p - Decall HumNr .524 ID: • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONT. METAL ANGLE·---. HANGER Y'IIRE5 ATTACH TO FIXTURE ANCHORED TO 5TRUC. TURE A6OVE LIGHT FIXTURE, SEE ELEC T'L. D~G5. T-6AR OR GYP. 6D. CEILING, ~HERE OCClJR5 FLUSH MOUNTED DOWNLIGHT . Ill LEGOLAND GARL.38At:, ~ STUDIO§ • Hellmuth Obata+ . Ka11abaum, Inc. Cluster: Component: ID: p . - 8" MAX. 1/2" ,----TYP. HAN6ER V'ilRE SPLICE MUST SE MECHANICALLY FASTENED SNAP ON CONN. NOT ACCEPTABLE --------POP RIVET -------STANDARD LED6E~ AN6LE V'i/1 -#IO S.""1.S. @ 16" O.C. INTO STUDS -------FINISH AS SCHEDULED SUSPENDED CEILING TO WALL SCALL ,. I 1'-0· p 101 LEGOL:JD llra ;~ .. ; ~-G_A_R_L_-'_B_A_D _ __,1. __ Ku_w_•_um_, 1n_c_ • ...i.:;••::;;;:•=-::8;....:· l~&....:.·Cf.:...1 .i.._o..a __ ....,... ___ 5_2_6 _ ___. IZ-OJ-'11 I I I I I I I I I I I I I I I I I I ·I I I I I I I I I I I I I I I I I I I I £ . ~ SUSPENDED GYP. BD. GEILING '--------END MOLDING '--""'-------STANDARD LEDGER ANGLE ~/ 1-#10 S.M.S. @ 16" O.G. INTO HOOD ASSEMBLY '------,-----_;.,,..-OUTLINE OF KITGHEN HOOD ASSEMBLY, REF. FOOD SERVIGE D~G'S CEILING DETAIL @ HOOD SCALE, HALF . Revisions Custer: Component: ID: ':J ~ SIUDl~5 p 000 00 LEGOL . D Ill Hellmuth Obata+. 527 e, A R L .., BA P Kassabaum, Inc. Issued: ~ • ~ ,q Deull Numbar It •O!, ·~7 PREFABRIGATED ROOF AGGESS -----.. HATGH/FOLDING LADDER ASSEMBLY, PR::GISION STAIR GORPORATION MODEL PSRH-G 2'-6" x 4'-0" ~ITH GUSTOM STAIR FRAME TO AGGOMMODATE DROP GEILING, OR ____ ?""""'""""!'-ii APPROVED EQUAL GONTINUOUS SEALANT BEAD --------ttt~:-ttt-.....,. BUILT-UP ROOFING~/--------~~ GRAVEL BALLAST OVER PLY~OOD ROOF SHEATHING GANT STRIP-------------- ROOF FRAMING, --------------a+-r REF. STRUGT. D~G'S / / / / / / / / / / / / / / / / / / / / / BRAGING PER ROOF HATGH -------Ht----,,.- MANUF AG TURER'S SPEG 'S ,,. ,,. ; ,,. ,, / / INTEGRAL FOLDING STAIR~AY, ----. PAINT EXPOSED SURFAGE TO -------1 MA TGH GEILING FINISH END MOLDING-----------.-/ / / / / / / / / SUSPENDED GYP. BD. GEILING -------- CEILl·NG DETAIL @ ROOF HATCH SCALE, 3°•1'-0° LEGO·LmD ~ SIUDID5 Revisions Cluster: Component: p 000 II Hellmuth Obata+ 528 C. A R L -' B :AP Kassabaum, Inc. Issued: 7-21-97 Detail Numw ,z-~-,7 ID: 00 I I I 1· I I I I I I I I I I I I I I ·1 ----------------·---- ~ & ' --.0 ~ l·VUNJO.\UDfl.\C t C\CICSIDDWC •tr 1/t.l/11 a•OJ ••· . ('\,- )> rn ,a(i) r-0 \.t,- :b uO •• ri;: § rudr ;; r + g, ,m j p-' 0 . ,c: ·1:u !m Ei' p . ;c 1 m [l I 111 f I ~ ·~ · I I °' "' ..0 -or . f • p ~ . ;i-_, ,----------EXHAUST DUG T REF. MEGH. D~G'S ,---------SOLDER ALL AROUND ------ ----- l-l/211xH/211 ANGLE SUPPORT, ~ELD TO DUGT SHEET METAL GAP FLASHING 9/811 GADMIUM PLATED BOLT, TYP. ,,--______ 811 Hl6H PREFABRICATED GURB ,,-----~--411 GANT STRIP ~- BUILT-UP ROOFING ~ GRAVEL BALLAST PL Y~OOD GRIGKET OVER 2x BLOCKING ~HERE OGGURS ROOF FRAMING ... REF. STRUGT. D~G'S 2-HR SHAFT ASSEMBLY, 2-1/2 11 G-H STUDS ~/ 111 .,__ ________ _.___ _______ SHAFT LINER@ 2 LAYERS TYPE 11X11 GYP. BD. I ~ ,----------KIGKER @ MIDPOINT -~~--~~-OFSPAN(A~AY .·. .. :. .. .. .~: ··: + .. ..... FROM MEGH. DUGTS) 16 GA. MET. STUD HEADER AND FRAMING 8" MAX. 1/2" TYP. HANGER ~IRE POP RIVET ----------STANDARD LEDGER ANGLE ~/1 -~10 S.M.S. @ 16" O.G. INTO STUDS ~-------~----5/8" GYP BD. SUSPENDED CEILING TO CASED OPENING SCALE, 3° • 1'•0° '1 "-fllona Custar: Component: ~ STUDIO§ p 000 LEGOLA. D II Hellmuth Obata+ 530 C.ARL-'BA'D Kassabaum, Inc. 1-.d: 10-11411 Decall Numltw /'2.-D~ ·"/7 ID: 00 I I I I I I I I I I I I I I I II I I I ··1 I I I I I I I I I I I I I I- I I I I I !i-g :-! ! :> ~ ~--+---------'------ROOF HATCH COYER )"(I ' LEGOLA. D C. A R L 3 BAD INTE~AAL HATCH DETAIL LEN6TH 6ASKET SEAL -----"" I' Rl61D INSULATION AU. ARCUND OUTSIDE CURB COMPRESSION C'T'L.INDER SUILT-!JP ROOFIN6 -----t~ W 6RAVEL 6ALLA$T CONTll'«JOUS SEAL.ANT -----f~~c-------" 61:AD· CANT STRIP------1 ~il:i.-*"~""'~'""'"""'~~ !"4000 BLOCKIN6 Rl61D INSULATION ------1~=~~~s..2Si..2S..~4~ METAL DECK -------fj-------' STEEL CHANNEL STI'WC-ruRAL. 6EAM-----;i------ (ee'!"OND) CEILIN6 SYSTEM s;e• 6YP5UM BOARD 01---i-, METAL STUD 5/e" 6YPSUM BOARD ----H-----t-Hr---;;, 1/:2' FLYl"IOOD 6ACKIN6 @ ROOF HATCH SCALEa 1 1/2'•1'•0' R•¥flion1 Clusc.r. Componant: ID: . ta STUDIO§ p 000 00 Iii Hellmuth Obata+ 531 Kanabawn, Inc. lnuacl: 10-17-97 Detall Number lt.-o?r'f7 I H~ ~I ! iUI l -------- \t ~! .it ~ ---5 -6 ~ I ! ! r-h: \) ~i 1 U" i ~~~ 0 '-JI ____ ,_... I I I I I I I I I I I I I I I I I Cl=:1Ai\L; CANorl l No -5::AL-e I ~----r---~~~~;;;;;;;;;;;;-~ Revblon1 Clrntar: Component: ID: ~--1-----~ I L.:_::_:._:_::___:::_::_::___i_==-====~~~------:--" I '1 ~ sruo,os p 00 00 LE·GOLA D II Hellmuth Obata+ se,z GARL-'BAO Kauabaum, Inc. !laued: 10 '/7 · '17 Detail Nwnber /t•D&• "J7 I I I I I I I I I I I I I I I I I I I I I I 1· I I : '1 I. -I I . I I I : I I: I I I .I r--, - I-'----- loo.__ - I I -----11-,_ 7:: I" 10" 1 ==-==-=;ii'I---"**'"'._-*'-__ ~I II 1 •.-.._,_1 -~~F ·1 ~ '-===='---,L.__.,,) . CJ-WJ~f::L l ~ I ~ DefAJLP-54~ . · I 1 · . 1 '--~ ~lkl~ ~ ' Lil' I ' IIJ ~ I~ I-~~---,_ __,.___.__,J ~"x~"~Tl-.4 ~I +-F""--C , ~--=.....,,,, -:_:_ -~- I =-=-~ .=.: =-=== --'7 D ~ f-~F' I I . -;J. Z/hJIIJDhl. LEGOLA,JD CARL-'BAP I . l . I lr~,~~~~~3-_J_I Revisions Cluster': Component: ID: 1'---+-------l p - - . ~ STUDIO~ l~Jl Hellmuth Kl}j Obata + s· A" Kauabaum, Inc. 1--lnued---½-::: -f.~•O?,~: o.tall Numw ~ I I I I 1· I 1· I I I I I· I I I I I I I _J !-.- _!- + Revision• Cluster: Component: ID: LEGOL:JD :,.;~;~.. ·==== p ~I - C A R L -' 8 A D liiii Kauabaum, Inc. lnued: /Z · D~ • 9 Detall Number Ill LEGOLAND C.ARL~BAP ~ STUDIOE LI Hellmuth Obata + Kassabaum, Inc. Revisions Cluster: Component: 10: p - - Detall Number 542 I I I I I I ., I I I I I I I I I I I I