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Home My WebLink About1 LEGOLAND DR; ; PREV2024-0232; PermitBuilding Permit Finaled Revision Permit Print Date: 03/10/2026 Job Address: 1 LEGOLAND DR, CARLSBAD, CA 92008-4610 Permit No: Status: {city of Carlsbad PREV2024-0232 Closed -Expired Permit Type : BLDG-Permit Revision 2111000900 Work Class: Commercial Permit Revis ion Parcel#: Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Track#: Lot#: Project#: Plan#: Construction Type : DEV2024-0082 Applied: 12/06/2024 Issued: 12/17/2024 Fina led Close Out: Final Inspection: Orig. Plan Check#: Plan Check#: C,f>C/2,-0?-<j ,.. 0'11i {elf)) Occupant Load : Code Edition: Sprinkled: Project Title: LEGOLAND DU PLO 2025 Description: LEGOLAND: FABRICATED WOOD TRUSSES Applicant: THOMAS CASTILLO (619) 245-8779 FEE Property Owner: LEGOLAND CALIFORNIA LLC PO BOX 543185 DALLAS, TX 75354-3185 (407) 270-1300 THIRD PARTY REVIEW -Consultant Cost (BLDG) Total Fees : $180.00 Total Payments To Date: Building Division $180.00 Contractor: SWINERTON INCORPORATED16798 W BERNARDO DR SAN DIEGO, CA 92127-1904 (858) 622-4040 Balance Due: AMOUNT $180.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov f Cityof Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov Original Plan Check Number LBCZDV-f-0338 Plan Revision Number Puv ZO?!d --OZ.3dt Project Address {J)ne., Uf!jJl~ttd /Jrlv-.t.,,, e«-lso~~{, CA-q7-00g- General Scope of Revision/Deferred Submittal: 13,br,'?"~frel., t,J'oo,l Tr-r,..,sses. - 6'4tp IJr1iv1~_$ CONTACT INFORMATION: Name ~ O.,s!,J/4 Phone {/ti tJlf~tr-15 Fax"--------- Address /10 '6 <lru,,_fi~t-{A (}r . .-6/ ~Ck { City eL 0·(.M.. Zip ttjzvzl Email Address ?ho~ ~ dawl,;~ Cr,{,. c~ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: 0 Plans ~ Calcu lations D Soils D Energy D Other 2 . 3. Describe revisions in detail List page(s) where each revision is shown LAyclw/-fJ I/.,{,(,, rvvw r t?~ a,r.d C4 ( t"'-/tvl, ~~ , • Does this revision, in any way, alter the exterior of the project? D Yes @ No 5 . Does this revision add ANY new floor area(s)? D Yes ~No 6 . Does this revision affect any fire related issues? D Yes ~No 7. Is this a complete set? ~Yes • D No .e:s'Signatur~ Date 11.-/1, h-~ Tl 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 442-339-27 19 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov December 13, 2024 City of Carlsbad Community Development Department -Building Division 163 5 Faraday Ave. Carlsbad, CA 92008 Plan Review: Revision TI Legoland Address: 1 Legoland Dr Applicant Name: Thomas Castillo Applicant Email: thomas@dawhitacre.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: NI A Occupant Load: NI A Type of Construction: N Sprinklers: NI A Stories: n/a Area of Work (sq. ft.): n/a sq. ft. The plans have been reviewed for coordination with the permit application. Valuation : See Notes Below Scope of Work: Confi rmed Floor Area: See Notes Below Notes: Truss deferred submittal, no valuation or floor area. Attn: Building & Safety Department, True North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Penn it No: PREV2024-0232 True North No.: 24-018-1122 True North Compliance Services, Inc. has completed the final review of the fo llowing documents for the project referenced above on behalf of the City of Carlsbad: 1. Truss Calculations: One (I) copy dated October 7, 2024, by Builders First Source. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i .e., 202 1 £BC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: 1. This project is Hourly. Please charge the applicant the following hours of plan review. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562.733.8030 Review No. Hourly Rate Hours Total 1st Review $120.00 1.5 $180 Total $180 We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Mohammad Afaneh -Plan Review Engineer Quality Review By: Alaa Atassi -Plan Review Engineer Builders® _.. FirstSource OUTPERFORM TODAY. TRANSFORM TOMORROW. TRUSS PLACEMENT PLAN & CALCULATIONS BFS Project No: 4057531 PROJECT: LEGOLAND DRIVING SCHOOL PLAN: PRESHOW & MAINTENANCE BLDG LOCATION: CARLSBAD, CA DEVELOPER: MERLIN ENTERTAINMENT Package Date: 10/07/2024 Revision Date: Designer: EC Email: erik.carrasco@bldr.com Pacific Region Truss Component Facilities NorCal: 2800 Tully Rd. Hughson, CA 95326 (209) 883-8000 1140 Commerce Way Sanger, CA 93657 (559) 876-3630 4476 Skyway Drive Olivehurst, CA 95961 (530) 740-7750 0 141 Vultee Street Shafter, CA 93263 (661) 535-6375 236 r-"'\I.,.,.., SoCal: Per PREV2024-0232 (95 1 LEGOLAND DR £llmmercial Permit Revisi . QQ LEGOLAND: FABRICATE D WOOD TRUSSES Nevada: 62 4915 Berg Street North Las Vegas, NV 89081 (702) 657-1889 La DEV2024-0082 (7 2111000900 12/6/2024 ..__ __________ P_R_E_V2024-0232 22-00-00 BALLOON FRAMING 8/O's 1-0 -04 2-0 00 2-0 -00 2-0 00 _ .. -2-0 00 ~ 0 a, 0 ir J, 0 0 <{ 2-0 -00 ~ 0 N 2-0 >-00 ~ ~ 2-0 -00 ~ ·"' -· 0 I UNIT I :!: aJ 2-0 00 ,:.: jg 0 e~ 2-0 -00 0 0 0 ;-~ A02 DRAG: 180 PLF o • '<t ;Ii u. 6 <O"' 1-0 -12 '<t -· 0 ~9 - 5~ 2-0 00 ,:.: co 2-0 -00 ... ~ 2-0 00 tf; -2-0 -00 0 .~ !'! 9 :::J 0 ... <{ 2-0 -00 9 1:\ ~ 2-0 00 2-01 -00 2-0I l-00 1-0, 12 22-00-00 BALLOON FRAMING BIO s THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. BLOCK LIST ID I DESCRIPTION I OTY i mcH IL:0~~ 24S I 2X4X22 7/16" STD I • I • I HARDWARE LIST TYPICAL CONNECTIONS I I "TRUSS" I "GIROER" I SIMPSON QTY I I LUS24 I 40 PRINT DATE: 10/7/2024 ..,.~Builders· a" FirstSource n,s IS A TRUSS Pl.ACEMENT DIAGRAM ONLY. These lsUtlH .... deti;,ed Ill: lncfvkfull bulding corrpom1nl1 ta be inmrpaaled iilothlbuiding cit.sign at lhe spocff'icalion ol'lho bi.ikf,ng dosignot. Soo lndwfull desvi sheets lor HC:h truss desfgn ldenlifild on Oi• placemen! dr~ fl,a buiclng designer Is ruponsJbla for petmanenl brachg ollllerool and tbor aystemard lot the ov•• ltructure. n.. design ol lhe truu support '1ruciure lnd..d'v,g headers, beams. wars, ■nd columns Is lhe respo'\$ibility of the buidngdt~r. Frame, I& responsil:4 e lor ZICQ.lr.l,i. apoeing of IN$Hs a, designed and called DUI on placement plan. Al lrussl!sapacl!dr.2-4"ocunlessnoledolharwisa. f-z w :;;; (9 z ~ z <( f- > z 0:: u 4'. w 0::: _J ci :;,: 9 f-<( 3: ~ z 00 a) JI w oO (I) 0 co z ..J I ~ :::i zI 0:: (I) ?i 0:: <( w w w <t: u u 0:: :;;; 0.. ..J _J (/) z <( ci 0 0 :i. u w i= ~ Cl) 0.. (9 <( 0 w u 0.. ..J _J 0 w ..J > w 0 PROJECT No: 4057531 DESIGNER: EC DATE 10/07/2024 REVISIONS Job Truss Truss Type Qty Ply PRESHOW-MAINT/LEGOLAND OS/EC 4057531 A01 Roof Special 18 1 Job Reference (optional) Builder FirstSource, enk.carrasco Run: 8.63 S Jul 12 2024 Pnnt: 8.630 S Jul 12 2024 MiTek lndustnes, Inc. Mon Oct 07 11 :23:00 Page: 1 I D:ChF _yMPAYEakPBDeOSFxUDyVoZA-s0w22p41 RjZzcOvccKMAuBrOfGWHg MW4trOWC9yVo5v I Camber= 1/8 in Scale = 1 :39.4 -r-L ___ --=-5-..,...1-3-=-----;,fL ____ 1=0...:.-1...:.-1 ___ -+L ___ ___,._,15"".7""'.1'-'-1 ___ -,l<L'----~2""0""'-9,.::c-1e:.2 ___ -,1L 1 5-1-3 1 4-11-14 1 5-6-10 1 5-2-1 1 5x8= 3x4= 5x8= 5x8= 20-9-12 7-6-12 11 0-3-8 7-3-4 L 13-0-11 L 20-6-4 LL 1 5-5-14 1 7-5-9 11 0-3-8 Plate Offsets (X, Y): [4:0-3-0,0-3-0], [10:0-4-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (Joe) I/def! Lid PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.21 9-10 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.32 9-10 >752 180 BCLL o.o• Rep Stress Iner YES WB 0.90 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code IBC2021/TPl2014 Matrix-MSH Weight: 92 lb FT=20% LUMBER I TOP CHORD 2x4 OF No.2 G BOT CHORD 2x4 OF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals. WEBS 2x4 OF Std G or 2x4 OF Stud G •Except' W7:2x4 OF No.2 G REACTIONS (lb/size) 9=890/ Mechanical, (min. 0-1-8), 12=871/ Mechanical, (min. 0-1-8) Max Horiz 12=-11 (LC 9) {lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3-4=-2253/172, 4-5=-24 7 4/111 BOT CHORD Ri id cellin directl a lied or 2-2-0 oc bracin . MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES TOP CHORD BOT CHORD 12-16=-200/1770, 11 -16=-200/1770, 11-17=-222/2640, 17-18=-222/2640, 10-18=-222/2640, 10-19=-198/2082, 19-20=-198/2082, 9-20=-198/2082 WEBS 3-11=0/672, 4-11=-476/74, 5-10=0/595, 5-9=-2076/204, 3-12=-1819/221 NOTES 1) Wind: ASCE 7-16; Vult=96mph (3-second gust) Vasd=76mph; TCDL=8.4psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) 0-0-0 to 3-0-0, Exterior (2) 3-0-0 to 17-9-12, Comer (3) 17-9-12 to 20-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 120.0lbAC unit load placed on the bottom chord, 12-0-0 from left end, supported at two points, 4-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 6.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss does not include any time dependant deformation for long term loading (creep) in the Vert(CT) deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PRESHOW-MAINT/LEGOLAND OS/EC 4057531 A02 Roof Special 1 1 Job Reference (optional) Builder FirstSource, enk.carrasco Run: 8.63 S Jul 12 2024 Print: 8.630 S Jul 12 2024 M!Tek Industries, Inc. Mon Oct 07 11:23:00 Page: 1 I D:ChF _yMPAYEakPBDeOSFxU DyVoZA-sOw22p41 RjZzc0vccKMAuBrDwGbeglJ4trOWC9yVo5v Camber= 1/8 in Scale = 1 :43.9 5-1-3 10-1-1 15-7-11 20-9-12 1 5-1-3 4-11 -14 5-6-10 5-2-1 1 1-fo.25 3x10= 3x411 3x6= _ Sx6-3x6= 3 ' .... ~ ST • -~ ~ -i.. ,, ~ , ST • ST • " ST1 ' . ,..· ·~ -~ ~ ) ~ -·• ~ . 9 1f3 42 11 43 10 44 8 5x8= 0-3-8 LL 11 0-3-8 7-6-12 7-3-4 3x4= 3x6= 13-0-11 5-5-14 5x8= 5x8= 20-9-12 L 1 20-6-4 Ll 7-5-9 11 0-3-8 Plate Offsets {X, Y): (4:0-3-0,0-3-0], [4:0-5-0,0-0-1], (1 0:0-4-0,0-3-0], [11:0-3-0,0-1-8], (19:0-1 -9,0-1-0], [22:0-1-7,0-1-0], (33:0-1-10,0-1-0], (38:0-2-0,0-0-4] Loading (psf) Spacing 2-0-0 CSI DEFL in {Ice) 1/defl Lid PLATES TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.21 9-10 >999 240 MT20 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.31 9-10 >796 180 BCLL o.o· Rep Stress Iner YES WB 0.98 Horz(CT) 0.06 9 nla n/a BCDL 5.0 Code IBC2021/TPl2014 Matrix-MSH Weight: 111 lb LUMBER GRIP 220/195 FT= 20% TOP CHORD 2x4 OF No.2 G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Bir G BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-3 cc purlins, except end verticals. WEBS 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF Std G or 2x4 DF Stud G REACTIONS (lb/size) 9=821/ Mechanical, (min. 0-1-8), 12=821/ Mechanical, (min. 0-1-8) Max Horiz 12=-105 (LC 28) Max Uplift 9=-104 (LC 28), 12=-28 (LC 9) (lb)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD Ri id ceilin directl a lied or 6-0-0 cc bracin . MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES TOP CHORD BOT CHORD WEBS 2-40=-444/431, 3-40=-902/829, 3-4=-2043/384, 4-5=-2177 /406, 5-41 ~919/818, 6-41 =-437 /26 12-42=-334/1636, 11-42=-334/1636, 11 -43=-471/2391, 10-43=-471/2391, 10-44=-397/1881, 9-44=-433/1912 4-11=-725/419, 5-10=-471/806, 4-10=-741/578, 3-11=-328/782, 3-12=-1672/367, 5-9=-1981/530 NOTES 1) Wind: ASCE 7-16; Vult=96mph (3-second gust) Vasd=76mph; TCDL=8.4psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Comer (3) 0-0-0 to 3-0-0, Exterior (2) 3-0-0 to 17-9-12, Comer (3) 17-9-12 to 20-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 1 O) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 12 and 104 lb uplift at joint 9. 11) This truss has been designed for a moving concentrated load of 250.0lb live and 6.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total seismic drag load of 180 pit with dead loads only. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-9-12 for 180.0 plf. 13) This truss does not include any time dependant deformation for long term loading (creep) in the Vert(CT) deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard Builders® _.. FirstSource TRUSS & COMPONENTS California Truss Details & Repairs Use the QR Code or Link to Access the following: Roof Truss Details Roof Truss Repairs Floor Truss Details Floor Truss Repairs OUTPERFORM TODAY. TRANSFORM TOMORROW. BLOA.CDM SWINERTON One Legoland Drive, Carlsbad, CA, 92008 LEGOLAND -Driving School Relocation 23054124 Submittal Record Date: October 17, 2024 HHCP 120 N ORANGE AVE, ORLANDO, FL, 32801 Attn: Lilian Sherrard 061753-002 1 Submittal Stamp Swinerton Builders Submittal# Cycle Sub-Section Description 1.5 Submittal # 061753-002 Type Status Copies Subcontractor Contact Name Returned Due Date Comments: Fabricated Wood Trusses- Shop Drawings Drawings Open 1 D.A. WHITACRE CONSTRUCTION, INC. Thomas Castillo 10/24/2024 Reviewed only as to the general design and requirements of th e contract documents. Subcontractor to verify dimensions, quantities, and field conditions for proper and complete installation of this work. Approval shall not relieve subcontractor or supplier from responsi bi lity for errors or deviations from the contract documents Byl I Date I 10/17/2024 Please see attached Fabricated Wood Trusses-Shop Drawings submittal for your review and approval. STAMPS: Refer to structural request for Signed and sealed drawings. L. Sherrard; 10/28/24 R. L. Plowfield & Associates, Inc. Structural Engineers FSCEIVE010/17/2024J00"0" 4140.00 JLOCNCc 061753-002 Ha.MAN HURi.EV CHARVAT PEACOCK ARCHITECTS. INC. REV1ev.= or. L. Sherrard I,,,..,,,_ 10/28/2024 □ REVJE'.•r;:; ~~ excEPT10NS lil R.."Vl.."WEO • 1M1<!c COA.'IECT>Cr.S NO,ED □ Rf:JECT"'-0 0 REVISE AAlO RfSU6M1T AS ~OUtRfD 0 ,-'OA-'""i}ON. TAK!N (R£T"AIN£D F0A MCOP.Ot 0 SUBfJrT AS RE:OUIRED '-l,«__, 10/28/2024 SY -.,.,.. -== / ~ CHf.Gl'\l.~G1$0NL"I' FOR GENEIU,LCONFOIWANC:E\,"TTM~ D~'\I CONCUTOf Th'? ?tlOJECT "-'lO ~EAAI.. ~-.c.E \'1'JTH Th! INFOAUA.tOH tS THE CC!<.."TRACT Sincerely, ~'f6, IJ.I.Y ACTION St10'Vl,'N ~ SUOJEC TO THE REOU:REUENTS ()F'"T);E PUJ,L!; AHO S:IECtFICA TI0NS T)1f CONTR,toCTCR IS RES~~DLE. FOR 01Me.s10NS .:..-..o CUA.NTI'T1£S VJHICJi S"IAU. IE. CONIFJR.\CE:l.A."10 C~EUT~ A.T THE JOaSIT!. !'CR T,-1£ T"'8JUC,\T10N PROCE!:.:1.FOR Tl« 11,rfANS. M~OOS. lECl-::SSO'JES..S!!:OUENCES At~O Hloa.cutt.s 06 CO.'-'STRVcnoN. fOA COOROlkATION: Of WORK Vll!J; ~T OF AU. OTHEJII T~. AND FOPI n,,.e GATISF-cTOAY PE}tFORMANCE OP AU WORK. McKayla Burke Swinerton Builders Page 1 of 1 0 NO EXCEPTIONS TAKEN )0 COMMENTS ATTACHED 0 RETURN FOR CORRECTION SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. THIS DRAWING HAS BEEN CHECKED FOR DESIGN ONLY. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND QUANTITIES. DATE: 10/28/2024 BY: MLR eptions taken on the design. signed and sealed drawings ulations for recored Print Date: 10/17/20241:01 PM