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1 LEGOLAND DR; DUPLO; CB983206; Permit
. B U I · L D I N G . P E R M ·I. T' ·. Permit No: CB98320.6 Project· No.: A9.804187 . . 10/21/98 07: 50. Page 1 of 1 ·Job Aqdress: i LEGO Dli Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 211-100-09-0O Valuation: 35,-000 S.uite: Lot#: Occupancy Group: B:e£erence#: De::icription ;. · "ALADINS CA,VE 11 · DUPLO VILLA'GE Appl/Ownr . : LANDON DAWN 760 5 3.4 2 ARMADA DRIVE CLEARANCE· CITY OF CARLSBAD Deve·lopment No: Construction Type { "VN · Status:. ISSUED Applied: 09/23/98 Apr/!s'Sue: i0/21/98 Entered B,y:MDP 80-1-6543 I . ! 1 •. 2075 Las Palmas Or., Carlsb~cj., CA 92009 (619) 438-iJ61 • • FOR OFFICE USE ONLX PLAN CHECK No ....... f"--=-~--_S_Z_c>Co PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. ---------------Plan Ck. Deposit _________ _ Validated By _________ _ .Date. _____________ _ Legal Description Lot No. Subdivision Naina/Numbar Unit No. Phaia No. Total I of units Proposed Uaa # of Bedrooms. I of Bathrooms Name Address City State/Zip Telephone# ·6, · .:·coNTRACTOR · •. COMPANV.:NAM~~Oifr:1::'..f;/(.!. :,!I~'.I.''.''. '.."'fi.::: _~::·:0• _. :·. :;·,. ·.:_, • ··_:: ··:. (Sac. 7031.5 Business and Profaulona _Coda: Any City or County which requires a permit to construct, alter, improve, dtmolilh or repair any structure, prior to ·its issuance, also requires the applicant ,for such permit to file a signed statement _that ha ii licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Bualn111 and Professions Codal or that ha I.a eximpt therefrom, and tna basis for th• alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($_6001). Name Address City State/Zip Telephone I State License I ________ _ l,.icense Clau -----------City Buainasa Ucenae, ______ _ Dasigner Name Address City State/Zip Telephone State License # ________ _ :a. ,.,1 . woRKERS~-.. c0MP£NSAT1ON~1~Lr~~:::.a~ttt~:: -~j~t::::t~ir.;...:.~L .. .-:,;u ,•-· .1 .. :N: .... ,. ..... ~.1.::.: ... _· .. :.: ~ . ..= ·~.:./ ~ .. ~f :/·\.: .-:·-:. :r :~:.::~~:·::: .. ~: ~::~t :-=~~~t·:~~i .:.'i·-· .. ::/·~.,. .: • Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation II provided by Section 3700 of the Labor Code, for the performance of the work for which this permit 11 i11ued. D I have and will maintain workers' compensation, ·as required by Section 3700 of the Labor Code, for the performance of the .work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company . Policy No. ______________ _ Expiration Date, ______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE.PERMIT IS FOR ONE HUNDRED DOLLARS 1noo1 OR-LESS) 0 CERTIFIC~TE OF EXEMPTION: I certify that in·the performance of the work for which this permit-is issued, I shall not employ any person-in any-manner 10 11 to become auti)a!c, to the Workers' Compensation-Laws of California. WARNING: Fall:,• to HCuta workera' companaatlon cover• la unlawful, and ahall subject an employer to crlmlnal penaltlaa and civil flnas up to one hundred thouaand dollars lt100,000I, In addffion to·tha coat of co~tlon,.damegas u provided-for In Sactlori 3708 of the Labor codt, lntnat and ettornay'a fH1. SIGNATURE. ____________ _,......,,.,.--'------,----------------DATE ________ _ ·1. · · OWNER•BUILDER:OECL.llRATIONir/i:'.;'.~.'V!'.'(.'/:''!'.'··•rr,,<.--.,.~··•J :···• · .. , ,,. '.,, ... , ..• ,,,,,-, · · · ·• · ··. · .,:. ··· . : . (. I hereby affirm that I am exempt from the Contractor's License.Lew for the following reason: D I, as owner of the property or my employeea with wages as their 1011 compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Busine11 and Profesaions Coda: The Contractor's UcenH L•w doas-not apply to an owner of property who builda or lmprovas thereon, and who dou such work himself or through.his own employees, provided that ,ucll improv1m1nts are not Intended qr offered for 11le. If, however, the building or Improvement is sold within one year of completion, the ownar-buildtr will·have the bur~n of provlog that he did not build or Improve tor the P'!l'PDH of Hie). Yw' I, 11 owner of the property, am exclualvaly contracting with llcerilsed contractors to-conitruct the project (Sac. 7044, Bualnua and Prof111iona Code: The ~tractor'• License Lew does not apply to a_n owner of property who builds or improv11 thereon, and contracts for auch project, with contractor(sl licensed pursuant to the Contractor•, Ucenaa Law). , D I am exempt under Section _______ Busin11s and Professions Code for this-reason: 1 : I personally plan to provide the major labor and m1t1ri1ls for construction oftha proposed property °Improvement. 0 YES ~O , 2. I eave not) signed an appllcatlon for a building permit for the proposed work. _ 3. I have contracted with the foll i parson (firm to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I ,have hired the following person to-cQOrdinate, supervise and provide·the major work (include name / address / phone number/ contractors llcenH number):. ________ ...., ___________ -,-______ ..,... ______ -,-.;... ________ _ 5. I will provide some of the work, but I have contracted (hired) the following persona to provide the work Indicated (Include.name / addra11 / phone number / type of work):. ________ =t=::loir----i.,._'r--:-:--r---t---...,.,r--...:.----------~lk"1,S:--:;r--l-.:z--r:,.------- DATE __ _.,_;;,.....;;._+__.~L.-. ,IIJIU>INQ1P£RMITS:,ONLY:,//i}:ii:.t1 ··.:··t .. ' /i-.. ::; : htt1{,;,,:,;·J t:·1.t.:L; ,:.',-::-:!i,;1.,:!);if.,.f!., ;:\:,;'.:,~:.-:. . · ... ··1. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials reglatration form or risk management and prevention program under Sections 26605, 266~3 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES O NO Is the applicant or future building occupant required to obtain-a permit from-the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO · IF ANY OF THE ANSWERS ARE YES, A FINM. CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF,EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . LS;_~ ,}'C<>.,.~TRue110N,~ti1N~~cx~1~;:{~)1W}.:jr.t,~iJ'J:1itl·,~1:1q:t11::~~:::J.: tf~::::,::.-.i1;:,:~:,c.·t'1(f.t'.~::',::::.:j .,. •.. ;,.;::i.ihi-.:,; ·:. ,...::;, :;:.:;: .. ,, ··:.:.;si?:,r.:~.:. ';:~::·. ,, I hereby affirm that there is a construction lending agency for the performance of the work fo.r which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME_____________ LENDER'S ADD~ESS _________________ ..,... _________ _ i9,_._ ·-,:-APPUCANT:CERTIFICA TION,#UciiJ~_rt~:~::,1::ai:1;;:;,B;.i.;i':{i,,(ji) ~'..=:i5::·'.'.;;:;!Jii!{;;::i,Ti:·), \:":;'./\'.i.:I:--::·::::::' ~i.~·;:'.t:i .-::: . !"' .. ·,. ':i: '·::: ",;·:t··. :,/•!i:::.:.-: . : ·, ::·;: .,, . · .. I certify that I have reed the application ·and state that the above Information is correct and that-the information on the plans is accurate. I agree to comply with 111 City ordinances and State laws relating to building construction. I hereby authorize repr11entativ11 of the Cltt of Carlsbad to enter upon the above mentioned property for inspection purpoaes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5•0• deep and·demolition or construction of structures·over 3 atoriu In height. EXPIRATION: Every permit l11ued by the Building Official under the provl1loil1 of this Code ihell expire by llmitttion and become null and void if the building or work authorized by such permit 11 not commenced within 366 days from the datl! of auch permit or If the building or work authorized by such permit 11 suspended or abandoned at any time the work Is ommanca~ for a ariod of 18_ _ days (Section 106.4,4 Uniform Bulldlng ~ode). .im /~ ~ ! 8 ~ APPLICANT'S SIGNATURE l.a~t-tlh~!§~l&J~L.i .. wMIJl~!!!!!!!~------DATE ___ ,. __ _, __ c,,:-t'f:-f--':I~L----- To Building Department City of Carlsbad Mike Peterson From Dawn Rollins Landon, P.E. Ill LE.GOLAND E -5 . T. A ,,-E " Copy to D321/52.7, cc: CR,.HOK; SS, BBC; ecc: DC, JP, IS, BC Re: New Permit Application --DU PLO FTB Aladdin's Cave · Dear Mike: Memo/Report Date 9/22/98 Page 1 I Extensioff l'"~~SL 157 Please find attached a permit application with drawings for plan check to review and issue a permit. The related permits already issued are: >-CB 97-2027 Cluster Permit >-PCR 97-106 Fairy Tale Brook revs >-CB 98-3148 includes Topiary in FTB (in progress)· Included are the following documents and drawings: • Structural Calc1,Jl.ations for Rockwork Design, prepared by Patrell Engineering, 27 pages, wet ·stamped, and includes sketches in the booklet. • Structural Calculations for Retaining, Walls, prepared by PatreU Engineering, 13 pages, and an unnumbered sketch "Fairy Tale Brook Gave Profile, wet stamped. Sheet No. • PW001 • D321-00-L332.2 • D321-QQ .. W307.7 Comment Site Plan, with !-egal Description, to show the location in the park DUPLO Fairy Tale Brook Model & Prop Location PlaA DUPLO Fairy Tale Brook, by STO Please let me know if you have any questions .. Best Regards, 13133-B lEGOLAND Cqlifornid Inc .. 1 LEGO Drive Carlsbad, CA 92008 .USA Tel: (760) 804,8~55, fax: (760) 804-7959 r / City of Carlsbad Inspection Request For: 2/24/99 Permit# CB983206 Title: ALADINS CAVE DUPLO VILLAGE Description: Type: CTI Sub Type: Job Address: 1 LEGO DR Suite: ·Lot Location: ~PPLICANT : LANDON DAWN Owner: LEGOLAND 'CARLSBAD INC <LF> LEGO Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments Inspector Assignment: PD --~ Phone: lnspecto,tfl;t;___ Requested By: KEVIN Entered By: CHRISTINE --------'------.--· ----'-...,...,.----------------------,---.;....;..-- Inspection History Date Description. 12/11 /98 11 Ftg/Foundation/Piers 12/7/98 11 Ftg/Foundation/Piers Act .NR NR lnsp Comments PD PD • CilY of Carlsbad · Final Building Inspection ,..,,.__,__.,,m · CITY OF CARLSBAD Dept: Building E"~g[rieering Planning CMWD St Lite Fire ENG NEERING DEPARTMF.NT , Plan Check #: Permit#: Project Name: Address: Contact Person: Sewer Dist: CB983206 ALADINS CAVE DUPLO VILLAGE 1 LEGO DR KEVIN CA .Phone: Water Dist: CA Date: 2/24/99 . Permit Type: CTI Sub Type: Lot • I aa I I I I I 111111 I I II lall I 11 II II 1111 I I I 11 II I I I II I I I I I I Ill 11 Ill I I I I I I I I 111111111 II _I~ I 8 II I I I I 11111111 II II I !I I I I Ill II I Ill II I I I I I I I I I Ill 11111 Ill I I I 11II111111111 Inspected Date J / i(""'i' 2 Appr:oved: By: ~ Inspected: '----' Disapproved: __ lnspec;ted Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: . . . Approved: Disapproved: __ I I I II I 111 I 111I1111 II I II I I I 11 I I II II II Ill II II 111 II I I I II I II II 1111 I II I I I I I Ill II !II II I Ill II I I 19111111 !911 I I II I I I I I I II I I Ill II l_l-1 i: I I I II I II Ill 11111 I I I 11 I I 1111 Ill 111 Comments:-------------------------------------------- ' CilY of .Carlsbad · Final Building Inspection Dept: Building Engineering P~ogi,.Q3 CMWD St Lite i=ire Plan Check#: ~ Date: 2/24/99 Permit#: . CB983406 Project Name: ALADINS GAVE DUPLO VILLAGE Address: 1 LEGO PR Contact Person: KEVIN Plione: Sewer Dist: CA WaterDist: CA Lot: Permit Type: CTI Sub Type: ······································································································································~··················· Inspected Date . /Disapproved: __ . _ By: --~ Inspected: I/;, • "2k .q,t{ Approved: Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Oate By: Inspected: Approved: Disapproved:_. __ ·························· ······························•1!•···················••!1••···· ············~······················· ............................... . Comments: ___________ ...,... ___________ ___,; ____ .,,....... ___ _ Citv of Carlsbad ~ ·; Final Building Inspection " --,=,,.... .. ' Dept: Building Engineering Planning ,:C.MWD St Lite Fire Plan Check#: Permit#: CB983206 Project Name: ALADINS CAVE DUPLO VILLAGE Address: 1 LEGO DR Contact Person: KEVIN Phone: Sewer Dist: CA Water Dist: CA Lot: Date; . 2/2.4/99 PermitType: · CTI Sub'fype: -1~:~:·~~~ .. ~ ......... _ ........ "~r 'd ;~:;: .......... ··:;m:; .. (~ .............. -~........... .... n ...................... ... By:~_,,..p_-~',~.,...,..~spected: _;,, .. 7 .,.-''1/ Approved: .. Disapproved: __ _ r (.,.,"'.. ~ ln~l?§.Ct Date By:--~-------Inspected: . Approved:-~ Disapproved: __ _ Inspected Date By:----"~--------,-------Inspected: -----------Approved:"'"". __ Disapproved:_. __ . . I 111 I I I II I I I I II I Ill Ill II I I I I I I I I Ill II II llli 11 I 11 I I I I I Ill I I Ill Ill I I I I I II II II I 111111,1111 I I II II Ill ~1111 II I I I I I Ill II II I I Ill I I I I I I I I I 1111 I I I I II i I I I I I I I I 111! ••••••• Comments:--------------------------------------- __ Citv of Carlsbad ~ ·; Final Building Inspection ,t ..... ,... ... Dept: Building Engineering Planning CMWD B.ttlt1¥ Fire Plan Check #: Permit#: Project Name: Address: Contact Person: Sewer Dist: CB983206 ALADINS CAVE DUPLO VILLAGE 1 LEGO DR KEVIN CA Phone: Water Dist: CA Date: Permit Type: Sub Type: Lot: 2/24/99 CTI • I I II I I 11 I I I I I II II II II 111 I 111 I I I I II II Ill II I I II I IS I I II II II 11111 I 111I11111111111111 I I I I 11I1111111111111 I I I I 1!111111 I Ill II I I I I I I I I I Ill II II 1111 I I I I 11 I I 11 II 1111 Inspected -~ Date . Um ApprQved: ~proved: __ By: Inspected: Inspected Date By: Inspected: Approved: Disapptoved: __ lr:1spected Date By: Inspected: Approved: Disapproved: __ . _ .......................................................................................................................................................... , Comments: _____ __,..,........ _________ ---" _______________ -,--___ _ • Citv-OI CarlsUad · Final Building ·inspection ~~ Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Date: 2/24/99 Permit#: _ CB983206 _ Permit Type: CTI Project Name: ALADINS CAVE DUPLO VILLAGE Sub Type:' r-5)-_ =fE::c-~..,,_G_,_ f£-~-ij-~-f-j§---.-f; Address: 1 LEGO DR Lot: f ln1 MAR -8 1999 ·, ): Contact Person: KEVIN Phone: -!LI ~ · L Sewer Dist: CA Water Dist: CA B . ! · .... ;. I -Y • ·I~~~:-~;:~· ....... ;······ .. ·· .................... ~:;: .. ········"·"·"·;····"""""·"·········" ....... ; .................................. _ -, ---- By: {h-.A: Inspected: r ls' Approved: __ Disapproved: __ Inspected Date By: Inspected:_ Approved: . Disapproved: __ Inspected Date By: Inspected: __ Approved: Disapproved: __ ·····································~·············~······································································································· Comments: .... --------.,......,-----...,.._---,----.,..,-......... ---------'---......... ------ SEE MULTIPLE SPECIAL l"NSPECTIONS \ SCANNED SEPARATELY CB972.027 IS THE . . PLAN CHECK NUMBER FOR MANY OTHER CB'S ALSO SEE f CB971460{OUTER PARK) CB971465{ADMIN BLDG) l iiJ Information • ®To Build On Page_1_of_ Engin~erfng • Consulting • Testing INSPECTION REPORT CLIENT _________ _ DATE __ 0.....;..(_-_0_,;:;5_~9_7,,_ __ _ Architect __________ -'------------'-- Engineer_N, ___ 7_/l-;en~~ti~-f'/_-_?1--=U.,__.W~N..,___----'-__ / Contractor.-----=:&c..:;..· '!3Lrl.__:...;..:..~-'-------'-=-V-~_,_~_· .::;_'..l __ ~-"-'-:iv.'--a';'--Tl?-'-. ,_L{j=-;• INSPECTION MAT'LSAMPLING .QTY _OSHPD _ Concrete Cylinders -- _OSA _Cement -- _Specialty _ Mortar Samples -- _Mechanical _ Grout Samples --· _ Electrical __ Masonry Prisms -·- _Roofing ._ Masonry Block -- _concrete __ Firepro·ofing -- _Masonry _ Units (block or brick) --7 Struct Steel _ Asphalt Concrete _ Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts --· _ Non-Destructive _Tendon (PT Strands) -- _Soils Technician _Other _ Batch Plant _Other -- _Bolt Pull-Out _Other -- REMARKS ·rrJ£J I/ /fy O / --0 S---? 'j -tJtJ£·,/Z1/"e,,t? llftE..,(_p I l'V6 k,t-4oJr -~uJ. PROJECT (Name)_(o-"=-"--==Oi;,.:~~"--'C;__ ___ _ (Address) __ /_c,e,_=-0_./._~_1 __ f!//;e,u' ~/1£) CA. REPORT NO.--'-_{)_· _S-_'1_--?Q.____·zo_· _z.,,. __ Building Permit No. ___ ___,9'---'-7_-_;Z,:;__0..>,:Z:_...7,..._ ___ _ Plan File No,----"------------------ Govt. Contract No.---'--~---------- OSAor OSHPD #-------------- Other--,-----,--,---------------- MATERIAL DESCRIPTION ~PECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Ten"dons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi . _ Future Continuity #/psi .-Grout: Mix #/psi ·_. _ __ Consolidation _. Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied ___ Steel .-H.S. Bolts _ Metal Decking ._ Electrodes _ Fireproofing . _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE; To the best of our knowledge, all of the reported work, i.mless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the, locations of the work inspected only and does not constitute engineering opin- ion or project control. · /J. -£I 1L. . /),AJ,:)-l/H2. .,,,-bf) L-_ INSPECTOR NAME ~J r'' ~,4r//J4Ed CERT. NO.~---=V~/l'l-=-,r----'l.4t/.:;._rr_-_t'--6(]--' , _____ _ :!--~~-~ ~ ;pj/?-01,tJs-f;t :~::!.~!~R SIGNATURE ~ DATE-------------'-------- -- EsG-il Corporatio,n 111-Partnersii.ip 'U!itli (jovernmentfor 'Buifaing Safety DATE: October 15, 1998 JURISDICTION: Carlsbad · PLAN CHECK NO.: 98-3206. PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Aladdin's Cave SET: II D D D D The plans transmitted herewith have beeri corrected where necessary and substantially comply with the jurisdiction's buildihg codes. · The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identifi.ed below are resolved and checked by building department staff. . . The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for rech.eck. The applicant's copy of the check list is enclosed for the jurisdtction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the appl'icant that the plan. check has been completed. I Esgil Corporation staff did advise the applicant that the plan check has been completed. ~ Person contacted: Telephone#: '.·· Date contacted: (by: ) Mail . Telephone D REMARKS: Fax In Person . By: Kurt Culver · Esgil Corporation OGA 0MB OEJ OPC Fax#: Enclosures: 10/12/98 trnsmtl.dot 9320 Chesapeake Driv~, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 . ~ es.GU Corpo:ratio:n . 'l.n Partnersliip Witli (jovernment for .!J3ti.iMing Safety DATE: October 1, 1998 JURISDICTION: . Carlsbad PLAN CHECK NO.: 98-3206 PROJECT ADDRESS: 1 Lego Dr·. PROJECT NAME: Aladdin.~s Cave · SET:I . "·, 'N REVIEWER tJ FILE D The plans transmitted herewith have been corrected where necessary and s·ubstantially comply with the jurisdiction's building co.des. · · · D The plans transmitted herewith will substanti'ally c<:>mpfy with the jurisdiction's building codes when minor deficiencies identified .below are reserved and checked by building d9:partrilent staff. · D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted f?r a complete recheck. -~ The check list tran~mitted herewith is for your information. The plan·s· afe being held at Esgil Corporation until correctedpl~ns are ~ubmitted for recheck. D The applicant's copy of the c]1eck list is enclosed for the jprisdiction to forward to the applicant contact person. · · ~ The applicant'.s qopy of the check list ,has been sent to: Dawn ~andon _ 5342 Armada Dr. C.arlsbad ·92009 D Esgil Corporation staff did' not advise the applicant that the plan check has been completed. lZJ Esgil Corporation staff did advise the applicant that the plan check has been completed._ Person contacted: Dawn Landon . Telephon~ #: (160) 801,.6543 Date contacted:lo { 2-(%-(by'.(-r:,A:) Fax.#: (760) 804-7959 Mail (./"Telephone D REMARKS: Fax v In Person By: Kurt Culver Esgil Corporation D GA D MB . D EJ D PC · Enclosures: . . ~~ ' - 9/24/98 trnsmtl.dot ' ' 9320 Chesapeake Drive, Suite 208 +. San Diego, California 92123 + (619) 560-i468 + Fax (619) 560-1'576 . . Carlsbad 98-3206 October 1, 1998 . ·GENERAL J:>LAN CORRECTION· LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1 Lego Dr. DATE PLAN RE'CE.IVED BY ESGIL CORPORATION: 9/24/98 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK:NO·.: 98-3206 DATE REVIEW COMPLETED: October 1, 1.998 This plan review is limited to the .technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise c;1ttenuation and ·disabled access. This plan review is based on ,regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. . · The following items listed ne.ed clarification, modification or change. All items mu$t be satisfied before the plans wil.l be in conformance with tne cited codes and regulations. Per Sec. 106.4.3, 1994 Uni.form Building. Code, the approval of the plans doe$ not permit the violation .of any state, county or city law. · · 1. Please make all corrections on the original tracings and submit two new sets. of prints to: ESGIL CORPORATION. . 2. To facilitate .rechecki'ng, .ple·ase ictentify, ·next to each item,. the sheet of the plans upon which each _corre.ction on. this sheet has been mad·e and return this sheet with the revised plans. . 3. Please indicate here if any changes .have been made to the plans that are not a result of corrections from this list. If there ar.:e other changes, please briefly describe them and where they are located on the plans.-Have changes_ be.en made not resulting from this list? 0 Yes 0 No Carlsbad 98-3206 October 1, 1998 . 4. On the cover sheet of the.plans, specify any items requiring special inspection, in a format similar to t.hat shown below. Section t06.3:2. · ·REQUIRED SPECIAL INSPECTIONS . In addition to the regular inspections, the following. checked items will .also require Special Inspection in accordance witb'Sec. 1701. of .the Uniform Building Gode. ITEM SOILS COMPLiANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE FIELD WELDING EXPANSION/EPOXY ANCHORS REQUIRE:D? Yes Yes Yes Yes . REMARKS · ·walls *** See below Epoxy ' . *** Since the fillet welds were designed for ½-stre.sses, the special inspection requirement get reduced,·but_ it does not go away. Special inspection is still required (albeit periodic). · 5. When special inspection is required, the architect or engineer of record shall prepare -an inspection program which shall be submitted to the building: official for approval prior to issuance of the building p~rmit. Please review Section 106.3.5 .. Please complete the attached form. . · 6. The ICBO report on sheet 15 (detail #12) only :allows. installation in concrete (not masonry). Please revise. 7. The concrete wall thickness is iess than Codeminitnums. Please revise. 8. The jurisdiction has cohtract~d with Esgil Corporatton located at 9320 Ches~p~ake . · Drive, Suite .208, San Diego;. California 9212~; telephone number 9f 61 $/560-1468, to perform the plan review for your project. If you have any .questions .regarding these plan review items, please contact Kµrt Culver · at Esgil Corporation. Thank you. Carlsbad 98-3206 October 1, 1998 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: _______ .OWNER'S NAME: I, as the owne.r, or agent of the owner (contractors may not employ the speciat inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s~ as required by Uniform Building Code (UBC) Section 1701.1 for the construction project ·1oc~ted at the site listed above. UBC Section 106.3.5. · · · Signed _______ ....,... ____________ _ I, as the engine.er/arc)iitect of record., c~rtify that I have prep·ared the following special inspection program as required by UBC Section 106.3.5 for th.e construction project located at the site listed above. · ·Englnee(s/Architect's Se•I & Signature Here Signed ------...,,......-------.-----,-------__,... 1. List of work requiring special. inspection: D Soils Compliance Prior to Foundation Inspection D Structural Conqrete Over 2500 PSI · D Prestressed Concrete D Structural Masonry 0 Designer Specified D Field Welding D High Strength ~olting . D Expansion/Epoxy Anchors D Sp~ay~d-On Fireproofing ·D Other _ . · · . 2. Name(s) of indiVidual(s) or firm(s) responsible·for the special inspections listed above: A. 8. C. 3. Duties of the special inspectors for the work listed above: A. 8. C. Special inspectors shall check in with th~ City and present their credentials for ~pproval prior to beginning work on the job site. . . SIP 4997 Carlsbad 98-3206 October 1, 1998 VALUATION .A.ND PLAN CHECK FEE JURISDICTION: Carlsbttd . PREPARED BY: Kurt. Culver BUILDING ADDRESS: 1 Lego _Dr. PLAN CHECKNO.; 98-3206 . PArl=> OQtober 1, 1998 BUILDING OCCUPANCY: IYPE OF CONSTRUCTION: ... BUILDING PORTION BUILDING AREA VALUATION I VALUE . (ft.2) MULTIPLIER :($} . .. •. . . . .. . . .. . . .. ... . . .. . . . . . . . . .. . . . .. .. .. Air Condition1na .. .. ---· Fire Sprinklers .. .. TOTAL VALUE . ' D 199 ~BC Building Permit.Fee D Bldg. Permit Fee PY ordinance:$· D 199 UBC Plan ·C_heck Fee D .Plan Check Fee by ordinance: $ Type of Review: D Complete Review . :0 Stru.ctur:al Only 0 Hourly· D Repetitive Fee Applicable D Other:. · Esgil Plan Review Fee: $ 217.88 Comments: Structural review: ~sgil fee= 2-1/2 hrs. @ $87.1-5/hr. Sheet 1 ·of 1 macvalue.d9c 5196 I PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB 93:-3 20G ADDRESS _d_ Le_W t),e/UE · DATE CJ'-2cj-98 RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$10,000.00) · L£Gt;JLr17ll.6 PLA2A CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDINC OTHER .,---t---~ A/ /l_ ) ~ '_./L / ' r " -n: . ~/J/)1/\J S_ ~ . PLANNER~ Yk« DATE __ 9_· _2~'7':;_-.£/_·~3'=--·-· ENCINEER --------DATE· ------- ooCS/Mls~orfflS/Plan111ng Engineering AQprovats I ~ . l I LEGOLA'1D Memo/Rep.ort E..5TATE..5 To Building Department City of Carlsbad Mike Peterson From Dawn Rollins Landon, P.E. Copy to D321/52.7 Re: Submittal of Plan Check Corrections for CB 98-3206 DUPLO-Aladdin's Cave Dear Mike: . Date 10/9/98 · Page 1 I · Extension . lln~~sl . 157 Attached are items required to satisfy the requirements identified by EsGil for the referenced plan check. These items are: Note: Items shown italicized are included new in this $\,lbrriiftal; bold is added text. The items shown in regular font are item$ previous·1y submitted, and NOi included with this package. Included are the follo\ving documents and drawings: t--- • EsGil comments · . · ~ • Special Inspection Program, EsGil item 5. · 0 "\ • Structural Calculations for Rockwork Design, prepared by Patrell Engineering, 27 pages, wet ~ stamped, and includes sketches in the booklet. Replace previous page t5 (of 27) with new 3 sheets, tab 15, EsGil item 6·; previous pages 8 & 13 with those contained here, tab 8 & 13, EsGil item 7. · · • Structural Calculations for Retaining. Walls, prepc;1red by Patrell Engineering; 13 page.s, wet stamped and an unnumbered $ketch "Fairy Tale Brook Cave Profile,. Wet stamped. Please replace the pages of the previous attachment in entirety with the wet stamped copy.contained in this submittal. Sheet No. ·comment· • PW001 Site Plan, with Legal. Description, to show the location in the park • D000-00-S100 partial General Notes, E;sGil item 4. • D321-00-L332.2 DU PLO Fairy Tale Brook Model & Prop Location Plan • O32t-00-W307.7 DUPLO FairyTale Brook, by STO_ This should complete the process. Please let me know if you hav~ any questions. Best Regards, ~~ 13133-8 LEGOLAND Cqlifornia Inc. 1 lEGODrive Corlsbad, ·CA 9.2008 USA . Tel:. (760) 804-8355, Fax: (760) 1304-7959 -.·· , ... .. ::tt eo•·· .· -5:se:~·~g~~16i:i6J5\-\6E±.! 1s/'..:i.1. __ :. Fd.&L. ' ~ I : ; A ; -.. " ' A -' . se· - - . . . . : . .. IN.EW, ; 0HE.6r~.E.-.. ·. -N.C .. t\.DR: : ... .E~ ... ,.-... ·_.: .... :. · .i ...... :_. . ~ . ; ; . . . : \ c , . , !g__~: #. , . 19· '. : . ! . ; , ·: : · "7':""'l-'oo. oE.-e:.: .. : ...... 8.o : '. . : 5. _;.3 ... .-.:. · .. ;, · .. : ..... _ ... . if:-·.. : . : --p--: ! 'D ... ' B ·:'· .. ! -~ \ j ... i ·' ,i ' .. •. · !-+ ! ·. • . . •... ;-: ·• ; - ... ---·--____ --;;., .. ; .. "" ..... E=.-~i;-v•,•f-·":-·· -1 .... 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' : : ' • ! ; r I • 1 ; •~ • :_ •• ~', .:,: •• _ • .!_. ___ . __ -l::.:, : , • _: ! ; i ; ' ; .. ; ... --~·•••• ~ ••--••-••'I -• '• ·,--":•• ... ~ .... ,., ... ,,,., ... -••••-•w•-MO ......... 0 _. 0 :. •: ~:··-,:•••,-r·· -; <: •••••,•N•-""[' .. _.,., .. ,. ? :, : • t • ~ . } . ~ ; 1 --:· ~ ~, ·~-.-· ·-·~. -·---.-···-.. ~·· ··;~ --·· ...,,.,...::,~-_,. ... ,: .. -··-, ....... : • •• ; .... -·; • --r · ····1···-····~--.... -... _ ... , ···-·-·;--·. - · ~ I ' : . ~ • • • ~ ' I : I ~ ! -···-~-......... }. --· _; ··-··-:, ~ ; r : : .. --.:~ ............ :., ......... ::..; ; -... .;; ..... ~-; ....... ,.'. -. ! --·· ......... -............ N:--.. • ·: .... , ... _ ................. : ,.-; ·~···· ·r······:"·~•,•r•~7 I ~ ··::"'···---·"'" ... ; . ~ : ______ 1 ________ __ , . . .•. .. ·-· .. ·-. ; . . -. . . \ . , ·, ' , .. ~ _--.: .. · :. ; -: -~ -, ............. _, ........ :.-.T .... ·i .... ·. '· ... ···,;..-·,"'!···~·~ .. ~·~···· .. ··;·"'·,·· { : . ... .. . . . ' ; • < .. , . ... . . . . -. . . ~ · ... : • •1;-....... -·: • . ' . . : . . . . . -· -· ..... , .. ~ ·_ ~ : ·--. .. .. . ;_ . ~ . •" ' ·• '. -. ' .. .. ,.,-.. ,. .. • PA~ELL:· ====== ENGINEERING __ GROU~,.INC. 651 E. Northridge Ave. · PH: ca·i a) 335-4362 Glendora, CA 91741 FAX: -(818) 963-4S:14 MUQ~ M.m11l]~ J6tma1-----~:..::.!.~ .... - L.,.. 2X,2 l(.1/4 II T'/ P1cA.1-·. 21.A'lftQ' I" X20~V. a:r.~ -----~'I:. ~c,.=-.+---''1-,----i. Project:. ' Client: lrJc. En_gineer: ....L:!!-L,.!:~~'.'.!2.-:.LJ~~~~'---~------1 Date: of 21 .. . tz"oa.w. , ...... --:..· -~IIHi/lW'Mi . ~ (l"(Olfft:5) ., I ·.j I ·i i I I i f., . . . . ___ , ·1CBQ ._Eva·luatiori S.erv·-ice, -ln.·c. . ~ S360WORKMANMILL ROAD • WHITTI_E.R,. CALIFORNIA 90601-~299 , • , • ·-·,. .. A ~ub$idiary corporatio_n· of the International. Conference of_.Bu 1ld1ng Off1c1als EVALUATION REPORT··· · .. · · .· ·.. ~~ CcpyriafKo,,m:BO£va~"3n~,lnc .... · .·. ·. . .. ·.·. ~;:e!·~ · · FiH119 Category~ FASTEHER~Ontl'.lle·and Maso~ry ·Alcllo.rs· (116) · HILTI HIT HY•150 AHO· HIT HY·2CI ADHfSIVE ANCHOR SY,STEMS · -,-. C; SJJ•~••• Inspection: $pedal lnspection, in ~ordance whh Sectjon · HILTI, INC. -. -· · · · · · -· 1701.3 of the code ts provided tor inchorinstaUations, verifying that . · M81· Sount 122-EAST AV£NUE - -.anchors-are Installed irt' accordance wttn manufacturer's instructions aild TUlSA.· 0~ 741'6: . thjs feport The·1'1Un)l,a~rer's insttuctions·are incwded in.each packaoe. · I. Sl*IKt: Hilti HIT HY· 150 and HIT HV·~O Adhesive Anchor Systems. -. ·. ·D. ldentilication: 'Fhe adhesive material is identified·in the field· by pack~ . u. i>mrip11o,:·,A .. KIT·~ Aaciiorlyslim:Gine,al:Ttt,:HlltiHl'.T agi~ labels i~icating ttle manu1acturer's name, evaluation report num-~ . . HY·150 and Hlltl HIT Hv.-20 consist of·a·two-c::0mponentr~rr adheSi~ in · . ~~r. and pr~~ na~e. , . . . .. · two ~1 1:111ridg~ separa11no .the :resin from the hardener. The. toil pack~ , · IU. Ewiidaace Submitted: -Oescriptive nta and results of tenSion, she.tr il9tS ar, attached to an operun; and dispWinQ mar,11old."An auger-style · · · Jnd creep tests. . · · , · . . . , · · · . _ ' : , · nozzle isanachedfor proper mi»nQ oftheadhfi.sive~ol'l'iponents.:The HIT · · . . . . · · · · . HY· 150'~ for usewnn rebar stz,s No. 3 through ~0.11. threaded rtxhizes · · · Findings · ·3/rinch:;throuoh 1-inch d~meter ~r HFA.anctiors with 3/a·inch through . . .. · . .. _ · .. . · -. · 3/~-.~h-_ii1tel1Mlf thrud' diameter tor anchoring. into :t10'rrnaJ.weiQht ·con•· · .. : · IV. Fifldinp: ·TMt th~ "ilti JUT HY~,,~ and KY-20 Adlluive AnGhor crlte,:IQhtwe}Oht concrete or orout·fil~d b~~ The th·r~ac~: rods con· · , . 1Yst . ....-i,m,~d ia tlri:s·nport comply. wittt Hat 1994 Uflilorm B1ll1d· form to ASTM A 36. ~STM A 1 ~ Grade 87, ASTM· F-593 or Allot Group . · · -mu c,;,n,. subject 1G lhe toll0Viin1 CGndllions: · ~ ly~ 304_condltion c~. The·HF~ fl~sh ~r:15 ccmtor~ to·AISl 12L 14· · , : 1~· ~~llors ttUSt ,,1nstailed'11·1Cl.Ordanc1wllh this report and ttle . material •. The HIT ;HY-20 1s used ~ a Q!lva~~ -rMtal s~een anc1· ~II-· 11•11Uf1"'1rer's ins12Ultion instnilcti~ ·including. ~• anchor . thread rods of~, rmcb througtr 31,-:tnch diameter to an.chor into c1ay brtck ·1i2e, embedmttm · s,acln;s and edge distances sball confcmn . ~onry, Steel reinforcement dowels are NQ. 3 throuoh Ne>. 11 confor~· ·to ,:espe~tvl tibtt; i~ tbJS ~orl-. · . · . . . tngto~TM~·_615Grade60.: : . · · ; , . . .. . : · 2. AUowali•st1e1raacf•ai.olltoads1reassettoitllinthi'sre,on. 8. lslsQIJa~-The _at1chor 1s mserted mlo a prednlled. hole that ~ · · : . 3 AIJowalltt llacis tw anchor sub;eGled to combined ·sJJear 1 m, been cleaned. wi1tt ~ wire brush. or water so as to be free of dust,. debns • . · . · ·. · . , . · . and standing water. The note Is dnlled 10 u,e embedment depth specified . . tensia1.t~ri1s an _d1t,mun1d t.y ~.ratio Df tlMI 1ctu1_1 sllear to in the •propriate tables. For day brick masomy the galvanized metal .lltt aH~i .. _ sbiar, plus Ute T1bo of Ult actual tem,on to ,the scree,n,be is.completely filled wtth HIT HY·2D adhes~·aod insened·tntc · . · 11~111~ ttal~. _net meed~ng_ 1 •1• . . . . . tbe Pfedrilled hale: T'1e threaded rod· is inserted.into·the adnesive-tiUed ·. '· Spacial mspect,011 i11 ·accD1\tlf!CI wftlt. S.ct_iaa 1701.3 .. of the . . . . metal screen ,ube, turning sUghtly to ensure the complete bonding while -~• is ,rovhted tor an an;ll~r 1fflllallations. · pushing the anchorlo tM. bottt>m of the screen. For concrete, ligtltwa,oht. s. catculatians ud dttaifs skiwiig that In anctaors comply with concrete and orout·Olled masonry un_its, ttie predrilled ho!e.is friled one-· ttais repert must be submitttd to the local butNmg official tor half futlwith HfT HV-150 a<Shestve:llte thruded rod, reinforcement dowel . approval. ------··--·-----·-··-----------.---------·· ., _______ . -----··,-. -- - f"CI), 'I 1 "I it , ... -· .. , 1:Z. ._'. 12,7!0 ·12.750 6 5.000 S.000 No.10 . Jl/1 J'l . . 1 r.~.so 1J .l!iO .. · · 11 . 16.S?S: . 16.&75 7 . 6,010 7,755 No. ll '''2 · .. J4 17.190 18.SOS . 20 -\9.90S .. -26.460 >nic &MUIDd IQISi)e ~ sllcar-values an: ·for·~ insUJted ill DOf'?nll-wright CIO!'lcnte baYin. a·mirumwn dcsipwcd _\lllim11nomprc·ssi\'C Slffl'lgu't 1./ ',) al time of i,m)lttiac. . -.. --.· -. . ·: ·. . . •', . . .. · . . --' .· ' . . . - . 21l& Hi)ti HIT H'/-150ancbor' sysuo ciperitnca a~on io tmsile ~ ·whh. iJle:IUMd ~~-The· fac:DI n«ed in Figw:c I must -be applml to · -w 11:Mica·~ DDied ~ 1be ~ •le wlNia lhe nhcri ai, i,i,iat*1 n1-~ ~heft a,e conc:etc I~~>' e~ '1()ff. · lSpaaq • qc diStaoce ~11:-~t ~ in~ wid1 T.i,ie-3.---' . · . . . · : · · . . . -, . : · : ' . . ·. . . . . ,• TAB.LE ~ILTI HY-150 ~HESM!: ANC.H~~~ Aoft). ~~~.~ 1'£~10" -~~ SHl:AR Y~i.UES .. GAOUT-FILLiD ----.. , "'·--------· .. ~tft:IJII ~~W~ttlttl:.MJ,'5CNRY UNJ'Jli·(po&MOI).'~~ -. , ·. •-. .__ r ~, . ,., Dli'TAHCE,PIIOM . . ~ ~ ' -' " ,. { .. , . ·~ta INCH J . . ) ', ; .. , · · 9f1UtCH · ' •/4~H · PRUIOCI. •.'TeMMln ........ c·~-.. ShMr,, '· T....-_ ... , 1'ffi1Nft . ' .5"*" ', .. .._ 4'-' .. ).)~0 · .. 1.l9Q Ll.340 _. t·~JO .f -. . l.700 , · · l.,$'10 ,·2~ 1.510 . ', I 1 "'' . .. . 1.1~ 1,190,, · 1.3-ilQ ; ·-l.QS~. l.?00 .. : 3,180 . l.100 4.220 . ~ . .. · '> 12~ · l.160 .. 1.190 . ' . . 1.340 2.,0SC, .. · 1,700 ·3,180 . . 2.10()' ·. · •.220 " . - IVaJ\ltS for_l-~~·'Wide_Off!deN, i1.htw~JhLmeci11111-1mgh~~~-wcipl~~ii ~ umcs con{~ io:AS1'M C90_1,Dd u~a.C. S~ 21-4._T:)le . ·. ~ ~ts lilt to bc·tuny pvuud ~ coarse_poui coftf~g10 ~~ C 47~·w1lh •.numrnum cornprti~ ve s~ or 2.000 ps,. Mor:-and JTC'll sh.a.II comply wnh Sectaon 2104 oflhc code. . . . · . . · . · . . . .-· . . . . ._ -. llhcm~cafdt'ptb·u·mcas..-ec1~1t1e·~facaoftheconc:ncebl~k: .. : . · .' · .· .. ·· ··:· , .. ·. · · · · · ' ·: · . .. lTbc W>II~ Yal~.IR for ad\on insl&J)e.d j ~ Of ll-~ ~ .OI). ~Dttr. S~& :n.ay be rtduced lO six ~Chor diuncicrs. J):O\'ided tJ:,( Vil~ UC .. ~ SO p&rcmL 4,ipm ~ ffll)I I!* ~ for i~ splCinp. -· . , _ ·: · : . : . · . ., ·: . · . . ~-ffil&i· HIT Kr~ 150 ~ syucm capaie~. fldl)Clion in ~le ~I)' Wl~'iD~ c:oru:retc a.empcrarure;•'Thc. !actoj,s..t10\ed ,in Figure. l must be 'PPlied 10 · lhe IIIDlion vwcs IOCid.sn tllc abow tablie when lbe ~rs-~ imlalled ~ JocaDom wbere ~ c:qam:ie tcmpeAnln may e~ ?~f. · . . ·. · . NOTES: :. . . ' . . . . . . . . . . . . . . . -',.. . : . . . . . . :· . . -· . . . . . . I. UIN::ar' i~on tc;t dell:ft'hine !old. Y-1~~ for odler ~ diltllM)eS.as· pamitted.. . 1. Andlorl~ n limi~ to one pcqn~.sonry' ~l_l. _ , · . · . · · · . . · · ·.w\ ·:siAN.Df\~9 3 8/B'' ·.··Ej~~~O:ME~·T:.-· :, ~ -~--·---4••-•------• _____ ...,_ •-•M ·---·--·-____ , -~---~--.. ---.. ·--·----------·-----------------· .. ·--·-·----·--. _____ ---------·-.. ---·--·------....... ------·-- . . . .... PA~ELL ====== ENGINEERING-==== GROUP, INC. •Proje9t: Client: i : I 1' : ; l l · I . i -t : ! ! ! : l i ! · i f. ! : · i ni · 1 'T'' __A,.. -b d - '. ! ' ' : ' l . l l i-. ! I ' ' ' . ' I I ! l : l t'"'"'\ UJ7..Y fl LJ ~14½.k.1.i:._bbLfPo_Je_j_:r-ill4~l-~-~J~l.ot~t=t.J.e£Jirf Jf~]::~J:~:~r~~1-:~--, • r I • .··;, _____ 1 _____ : -·· __ : ______ t_ ..... _._! __ ..,.~_l __ ' ----t··· ' . -···-i .. I __ ,..J_ i ·-.-t· ... -.. l ~ : ~ -·-·--', ...... t '. i .. , ... ' ; ; - ' i ............ ~·--·- --· --;- • I I I __ f. .,. ·x ~ :o l.:. -~ l ' ·1 ~ l ; i ·--~Ql! : ·. ; .----=tr-:, ·-:--,. --;----r-- i ! __ _. .' . ---l~--+--i--. : · r · I I , .. __ i ._ .... ____ 1_·--1-- ; . : __ ,_., . -·---·-··j ... - . ---r .. _.J -~-~-L- . i . ~ t . ; ---··. i~--. -~---J '. ____ j, --.. -! l l . i' . 1 I . , , .. --r--~,-----,.---}----1 ' • . l· I ! ! . ~-.1--t. ~-'? ·-· . +' ~{ .. ,. +---~- l ' I : . l •i --. ...... -1. . i. ! -~-·...i--....;-..,.....,.- • I '!. ' l PAlJ"RELL .. ENGINEERING Client: __ G~OVP, INC. ·Engineer: _N_. ~p~ ... _-__________ _ · 651 E. Northridge Ave.. PH: (626) 33~362 0• t · t1 .. a q B Sh t 13 f "l, Glendora, CA 91741 FAX: (626) 963-48:1 4 _a e, _ ""':"\ c...> :-· ~ ee . o -=L=.... ''---II .. _ : .. _ I_ . .. ... :-,: ... L ... )-----:--. ~ ·---:.. --~--'.-.. -~---/ .... ;· .... ~··:·-_;, ...... : .. · ,i .. _ ~ .. ...1 . i. _ . : ... ~ 1· ¢: <b.~:9 ~ .. i. 1 J . Ca.NTtN:Uou.s .... -.Foar,N-:\ __ b.: .. -. ,--: ... : ..... ; -;. ; ; : .> '. ... . . ' --, -' . . ' .. . : : •, : .. : . . . i . . :_ :_ • ... : .......... _: ·. : ____ =· ... : ___ .. ~ ...... · .. R.. . ..·. -. . . : .... : .. : ....... . i . : MAx '.-T~t5-½JJ/\~~:-· .. :;5;-P.f},fi ....... ·O;~.j .... ::·8$.~6.frt .. /.i)?F: ... ~~'bl(.._ .j W · JO . :· 1~---. . ; -,· : F--1 ·;-.. , .. , ;--... ruq.~.5, 1/: . ::..-·'. .. ~ .. ;_ .. -~ ... ; fK~--i .. ---1;h ·,;· · )l·)--··i-· : .. x: .... \j,:~ .. : ...... o·: (-· .Lpi · tchj~+--~·--!-_. + -~-~~ \ · ; .... ; .. ~ .. -'.--- __ .:.. ..... :. 1 .. , .... -: '-vvtP"E=. · ; .......... 1: ~ ... .,:~. E.5. .. r ... :.: .... ; .... .c..; .. -~-.---.-(X)T.t: . C7 : ; . ; .. : .. , .. - : : . : ~ -. . : ; ~ . . ~ : ; . : '_· ; ' . . ... . . . ,· . -C\l - .· ; . ; ' : :---· · ' ·,·'·"'."'''. ·--.. -,., .. -:· .... ,._,,.;,., .. ; ... _: ............. : .. . • .· I ;._·. 12·>--t:: l ·c~Lj :_: i .:· e-· ~-; •· · ... . f ·i J I i I /, l- 1 j i ' J . ! ;. I ,. i - ' . . . . . ··m·. . ~~' PA~L =::::'.:::~---· ENGINEERING· - --GROUP, INC. · '~ ' ' . 651 E. Northridge Ave. •. Giendofa, CA 9174·1 · • PH: (626) 33~-4362 • FAX:: [626) -963-481'2 .·ENGINEERING . CALeULATIONs· FOR ' ' ~ ( RE.TAINING WALLS ... ' ' . . · . ·LEGOLAND. · ' CARLSBAD, CA : . ' . DATE:·· . JUNE· 24, 1998 · ENGINEER: NANCY PATTON-FERRELL RC£ #3701s STATE :oF ·c~IFORNIA · EXP. 6/30/2000 ·STATE OF-CALIFORNIA:, J PA~RELL __ ENGINEERING --GROUP, l"JYC. . ProJect: . Client: 'E · · P-c. ng1ne~, _. r:: . 651 E. Northridge Ave. PH: {818) 335-4362· D t . /'_ -~ 25 -9-'?-_ -Sh. t ) 3 Glendora, CA 91741 FAX:· ({:3,18) 9¢3-4812 ° e: _ _,.!..Q"""---'-'· -"'""'""'----'--'r::2'"""""--. ee~-~--of 1-------i--. r ~~ ' CONCRE'I'.E. MIX FOR. THE FO,OTINGS SHALL BE ·1 PART CE1\1ENJ', 2 112 PARTS SAND, 3 i12 PAAts·· GRAVEL. WITH NOT MORE THAN 7 GALLONS OF WATERJJERSACK OF CE1\1ENT. MQRT:Alt iwx· FOR B~OCK MORTAR SHALL BE 1 : PART CEMENT, 3-1/2 PARTS SAND; l/4 PART LIME. PLASl'IC CEMENT MAY BE USED WIT:H 3 PARTS SAN)) to I f ART.PL.t\STIC CEMENT .. GROUTMIXSHALLBE1PARTCEMENTT03_ PARTS SAND, WI,TH WATER ADDED TO POlJRING _ . · CONSISTENCY WITHO{JT SEGREG4~0N O.F TIIE GROJ]T CONSTITUENTS. (fc =2,000 P~I) . ... -·-· ·---~----~--.. ·--#--'----.--'--i---+-'--------"11'- __ __._ _____ ;_-·_· 'D..,.:_· __ i_. _ __,; _____ -_,_; ,__,;.--,.,t'-'--"------+--'-"--'-",---i---~---_L_-__ . ___ ·_; ______ 1 _____ ,1 ____ , .!" 'C'?" : ;" ~·' ; \\ F ~I l ! : . : . , -·--1- 1 ' : "H" : ; . ! .. : :-·_4:' :·---·::·: :i;~i~i~~~~ I • .: -~·-:o; .. :: :\br·-~Jit-~~--li~~ :: ... T ! l •' i -·t··· ... _ .. -' '. '. -----· 8 11 MAS W/_#4·@ 24.IN Q/C SOLID GROUT, .DESIGNER SELECT 2'-0" 3'-0" 3'-0". '~-' 1 ''{)" 3" Title . : Legolarid Job # : . . Ds~nr: DRF Date: JUN zs: 1998 Description ... , 3' lnbo~rd Retaining wall, 35 pct EFP ' ,t \ ' . CANTILEt/ERED RETAINING WALL OESIGN Page 1 of2 I., G!!!!IE ... N""'E_RAlll!ll!ll!L 11111!111!----------------· • 1.,s"!!'o_1Lal!· D!!!"'A'!PT"'A .. -~ ..... -~-al!'!"!--..... ~~'!!"!"'-..-Retained Height = 3.0Q ft Allow Soil Bearing 2,500:0psf ·, Wall height above retained soil Slope Behind Wall Height of Soil over Toe Soil Density I FOOTING DATA Toe Width Heel Width Total Footing Width · Footing Thickness jKEYDATA -,. = - = = Distance from Toe = Width = Depth = .0.00 ft 0.00: 1 O.OOin 110.0Qpcf ·1.00 ft 1.00 2.QO 12.00 in 0.50 ft 12.00in 3.00 in • I = . Equivalent Fluid Pressure Method Active Soll Pressure '" Heel Side = ,, 35.0psf Active $oil Pressure -Toe Side = 35.0pcf Passive Pressure = I 3~0.0pcf Water: table height over heel = o.oft· ,· I SLIDING DAT A .. Friction Fai:;tor@Footirig & Soil = -•-. 0.350 ... neglect ht. for passive = O.OOin Lat$ral Sliding Forc;e = 262.5 less Pa$Sive Pressure Force = ~-273.41bs less Friction Force -238.51.bs Added Restraint Force Required = O.Olbs I ADDED LATERAL LOAD ON STEM . _ I I ADJACENT FOOTING DATA •t.:'!!!a"fe!!!ra!!ll""'L'!!!o'!!'a"'d--------~=-----io""."0""16!!'!!_ s~ .... · 2 Ad1acent Footing Load = . , • 0.0 lbs ... Height to Top = 0:00 ft Footing Width : · = 0.00 ft 0.00 in 0.00 ft . Line . ... Height to Bottom · = 0.00 ft . Eccentricity Wind on Stem = I FOOTING [)ESIGN RESULTS fc = Fy - Minimum As % = Rebar Cover @ Top = Rebar Cover @ Bottom . = Upward Soil Pressure Under Heel Or:nitted- ACI Factored Soil Pressure Mu' : From Upward Loads- Mu' : From Downw~rd Lpads · Mu: Used For Design Actual One-Way Shear Allowable One-Way Shear I DESIGN SUMMARY . Total Bearing Load ... resultant ecc. Soil Pressure @Toe - Soil Pressure @ Heel - ACI Factored Pres$ @Toe ACI Factored Press @ f-:leel Footing Shear@Toe = Footing Shear @ Heel = WALL STABiLITY RATIOS Overturning Stability Ratio Sliding Ratio Ratio = = = = = ·537 <= 44 <= = 4,7 $= 1:6 <= = 15.0 · psf 2,000 psi 40,000 psi 0:0000 2.00 in 3.00 in Toe.· Wall to Ftg CL Dist · ·= . Footing Type Base Above/Below Soil .at B;:ick of Wall = Heel· 62 psf 16.'ft-# 84 ft-# ---- Minimum :Footing Rebar Options: ..... Toe Side ...... · Heel Side •••• Not req'.d _-· · Not r.eq'd . Mu<S*~ Mu<S*~ 0.0 ft 892 0 6 268 4.65 76.03 · 68 ft-# 1.58 psi· 76.03 psi Key Reinforcement: Not Req'd =. fy1u<S*Fr 68.1 lbs-Summary of Stein Section'Desigris .... 3.48 _in Top: 8 in M~s, #4@24.00 in@Edge, From 3.0 ft to 0.0 ft 2,scmp~f 2,500 psf 892 psf 62 psf- 76.0 psi. 76,0,psi 2.32 1.95 • • RetainPro V4.0a (c) 1989-96 ENERCALC · . Title : Legoland Job-# : D~gnr: ORF Date: JUN 25, 1998 . Descrfpticim.,. 3•'1nboc!rd Retaining wall, 35 pcf EFP . CANTILEVERE·o R~TAINING WAl.,L DESIGN SUMMARY OF OVERTURNING & RESISTING FORCES & ·MOMENT~ . ? Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharg!:) Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil 'TOTALS = = = =. = = = = .. : .. OVERTURNING..... . ,, Force · Distance Moment lbs · ft ft-# 280.0 1 :3~ 373.3 · . -17.5. 0.33 · -5,8 4:00 '262,5 O.T.M. -· .·35f:5 ..... RESISTING ..... Distance.· Force 1ps_ ~ ft . 1'10.0_ 1.83 . 0.00 234.0 1.33 " 300.0 1.00 37.5 1.00 '681.5 R.M. = Vertical component of active pressure NOT used for so.ii' pressure Toe Surcharge Used To Resist Overturriing- Heel Surcharge Used To Resist Overturning Resi~ting/Oy~rturhing Ratio -• . Moment · ft-# 201.7 312.0 · 300,0, 37.5 851.2 2.32 ..._s_T_E_M_c_o_N_s_T_R_u_c_T_,_o_N_.&_D_Es_,_G_N~· -~-~---------------Im!'" ___________ .. _ .... Top Stem Stem OK Design at this height above fig = 0.00ft .. Wall Material AtJove-"Ht"· .. ·: ·-· ~ · · .... ·~ol'fry--.. Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force@ Section Moment....Actual Moment. .... Allowable Shear. .... Actual Shear ..... Allowable Bar Embed ABOVE Ht. Bar Embed BELOW Ht. Wall Weight· Rebar Depth 'd' Masonry Data fm Fs, Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Concrete Data fc Fy RetainPro V4.0a = = = = -, ·- -= -- = -. = --= = = = = = 8.00in # 4 24.00in Edge_ ·o.153 15rs1bs. . 157.5ft-# . 1,032.:3ff-# · 2.71 lbs 25.76psi 12.00in· · '6.00in · 78.0psf. 5.25ili 1;500:psi 20,000psi· . Yes ""!'--:r-..~----No _,_..._.i:. __ 25.78 1.330 7.6Qin (c) 1989-96 ENERCALC 811 MAS W/ #4 @.24.IN 0/C • • I ;.SOLID GROUT., 4'-0" . . 4'-0" -..... ·.-..... , ... -·"·'· , ......... DES!~NER SELECT ._l""' ___ .... 1-.!-t-c-J~./-1,~---,..-----~-;------ ALL HORIZ •. REINF. 2'·3"' ' Title · : Legoland ../ob # , , Qs~nr: DRF Date: JUN 25, 1998 'Description .... 4' Inboard Re~aining wall, 35 pcf EFP. · CANTILEVERED ,RETAINING WALL DESIGN Page 1 of2 j'7G!!"E""!'Nll!'E-RAIII!'_ L~""!""!"-----------~~-... • ... 1 s!'!'!'o_1L""!_D~A'!!"T'!!!iA--lliJ·-~~----------~!'!!'!!!"~~ · Retained Height 4.00 ft 'Allow Sbil Bearing = • 2,500.0psf Wall height above retained soil Slope Behind Wall Height of Soil over Toe Soil Density I FOOTING DATA Toe Width Heel Width Total Footing Width Footing Thickness I KEY DATA . Distance from Toe Width = ·= = = = Depth = I ADDED LATERAL LOAD-ON STEM_· Lateral Load ... Height to Top ·-, ... Height to Bottom = Wind on Stem J. I. FOOTING DESIGN RES UL TS fc Fy Minimum As% = = = = Rebar Cover @ Top Rebar Cover @ Bottom Upward Soil Pres~ure Under He~I Omltted ACI Factored Soil Pressure Mu' : From Upward Loads, Mu': From Downward Loads Mu: Used For Design Actual One-Way Shear Allowable One-Way Shear I DESIGN SUMMARY Total Bearing Load ... resultant ecc. Soil Pressure @Toe = Soil Pressure @ Heel = ACI Factored Press @To·e. ACI Factored Press @ Heel Footing Shear@ Toe = Footing Shear @ Heel. = WALL STABILITY RATIOS Overturning Stability Ratio Sliding Ratio Ratio RetainPro V4.0a .- ~ = = = = = 95q .<= . Q <= ·. 7.8' <= -3.9 <= = 0.00 ft Equivalent Fluid Pressure Method 0.00: 1 · Active Soil Pressure -Heel Side = 3~.0psf O.OOin-Active Soil Pressure -Toe Side = .35.0pcf Passive Pressure . = 350.0pcf 110.00,pcf -Water table\ height over h·eel = 0.0ft; • ' I SLIDING PATA : . 1.00ft FrictionrFactor@ Fo~tirig & Soil· = 0.350 1.45 .... neglect ht. for passive = O.OOin 2.25 · 12.00 in-· . Lateral Slidirig Fprce = 420.0 less Passive Pres~ure ·Force = 311:1 lbs .. , less Friction Force = 334.?lbs 0.75 ft Added Restraint Forcl:l Required = 12.00 in 0.01.bs .. · ,4.00-in i • I ADJACENT FOOTING: DATA 0.0 lbs . ActJacent Footing load = 0'.00 ft Footing Width = 6.6 lbs. 0.00 ft 0:00 ft EccentriGity . = · 0.00 in Wall to Ftg CL Dist , . = 15.0 psf Footing Type 0.00 ft Line Base Apove/Below,Soil at Back of Wall = o.o ft. 2,000 psi 40,000 psi O.OOdQ :too in. Minimum Footing Re~ar Options ..... . Toe· Side...... · Heel Side .... · Not req'd · Not req'.d 3.00 in Mu.<-S'i'Fr Mu<S*Fr Toe· ... -Heel 1,339 734 143' 591 ' 7.78 '76.03 956 lbs 5:5pin 2,50p psf -2;5.00 psf . 1,339 psf : 0 p~f 76.0 psi · 76.0 psi 1.88 -1.54 :o pst 14 ft-# 232 .ft-# 218-ft-# 3~90 psi . · !{ey Reinforcement: Not Req'd = Mu<S*Fr 76.03 psi Summary of Stem. Section Designs .... . · Top:. 8 in Mas, #4@24J)O.in@Edge, From 4.0 ft to 0.0 ft l • • • Title ·: Legoland .. Job# : ' . Dsgnr: ORF Date: JUN 25,1998 . Description, .. :· . -~:. . 4' Inboard Retaining wall; 35 pcfEFP ·~ . . ., . 7. -: ·_. .. . -·. f3 CANTILEVERED ~ETAINING WALL DESIGN· Page2of2 SUMMARY OF OVERT!JRNING & RESISTING FORCES & MOMENTS ..... OVERTURNING.: ... , ·Force lbs Distance · Moment - Item ft. ··ft-#_ . Heel Active Pressure -437.5 ·1.67 -729.2 - Soil Over Heel Sloped Soil Over Heel -. Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem - Toe Active Pressure = --17.5 0.33 .-5.~. SoirOverToe Surcharge Over Toe = Stem Weight( s) Earth @ Stem Transitions - Footing Weight - Key Weight = Vert. Component = Added Lateral _Load = Load @ Stem Above Soll · -5.00 TOTALS = 420,-()' D.T:M. = 723.3 Vertical component of active pressure NOT used for soii pressur,e Toe Surcharge Used To Resist Overturriirig · Heel Surcharge Used i:o Resist O'{erturning [ STEM CONSTRUCTION & DESIGN Design at this height above ftg = Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force@ Section Moment... .Actual Moment. .... Allowable Shear ..... Actual Shear. .... Allowable Bar Embed ABOVE Ht. Bar Embed BELOW Ht. Wall Weight Rebar Depth 'd' Masonry Data fm ·Fs Solid Grouting Special Inspection . Modular Ratio 'n' Short Term Factor Equiv. Solid Thick .. Concrete Data fc Fy RetainPro V4.0a = = = = = = = = = = = -Top Stem .Stein OK 0.00ft Masonry· 8.00in · # 4 24;00in Edge 0.362 280.0lbs 373.3ft-# 1,032.3ft:.# 4:81 lbs 25.76psi 12.00in · · 6:00in 78.0psf : 5.25in -. 1,500pst . 20,000psi . Yes No 25.78 1.330·· 7.60in .. : .. RESISTING .... :, Force ·, Distance Moment lbs · ft ft-# 256.7 · 337.5. 50;0 _- 1.96 0.00 1.33 1.13 1.25 956.2. ·· R.M, = 502.6 416.0 379.7 62:5 1·,360.8 • (c) 1989-96 ENERCALC 8'' MAS W/ #4@ 24.iN 0/C SOLID GROUT,· - DESIGNER.SELECT ALL HORIZ. RE)NF. 3" '' I 5'-0" 5'-0" 1 '-0" ' Title . : Legoland· Job#.: Dsgnr: DRF Date: JUN 25,1998· Description .. ,. · 5' Inboard, Retai'ning wall, 35 pcf EFP CANTILEVERED Rf;:TAINING WALL 'DESIGN. I GENERAL Retained Height · Waif height above retained soil Slope Behind Wall Height of Soil over Toe = = = -5,oo:ft 0.00 ft -0.00: 1 ·-. O.OOin j'.SOIL tlATA Allow Soil Bearir19 . Equivalent Fluid Pressure Met~od . Active Soil Pressure -Heel Side _ Activt:l Soil Pressure-Toe·Side Passiv~ Pressure · = = = Soil Density = · 1.1 o·.oo pct _ Water table· tieight over heel r •• ' •, = I c.., F_o_o!IIIT-1N_G_o_A_r_A_. _________ -. ___ _.1 I $LIDING DATA _ -Toe.Width -1.00 ft Friction Factor@ Footing & Soil = Heel Width = ·1.50-... neglect ht. for passive = Total Footing Width Footing Thickness · I KEY DATA Distance from Toe Width = Depth = I ADDED LATERAL LOAD ON STE_M . Lateral Load ... Height to Top - ... Height to Bottom = Wind on Stem = I FOOTING DESIGN RES UL TS fc = Fy = Minimum As% 2.50 12.00 in o:75,ft. 12.00 in 8.00 in . a:u.ms 0.00 ft 0.00 ft 15.0 psf. 2,000 psi 4.0,000 psi 0.0000 • • Lateral Sliding Force less Passive:Pr~sslire Force less Friction Force Added .Restraint Force.Required = = I ~PJACENT'FOOTING DATA AciJac~nt Footmg load = Footing Width = Eccentricity · = . Wall to Ftg.CL bisl = · Footing Type. . · Base Above/Below Soil !=lt Back of Wall = · Minimum Footing Rebar Options ..... . Toe Side...... Heel Side •... Page 1 of2 2,500.0psf 35.0p$f 35.0pcf 350.0pcf 0.ffft _-0.350 O.OOin 612.5 486.1 ms 463.2Ibs O.Olbs 6.616s 0.00 ft 0.00 in 0.00 ft Line 0.0 ft ·. • • • • '"Rebar·cover @Toi:>' · ... · ........ .. · .. · ·· · .. : ... ·. -"""'2:0U-m ........ ·-· ............. . · · · Not req'ct--· .. ·' ..... · ... ··-·-··Nofrecfa .. ·----·-··--·· .. --:---·, --- Rebar Cover @ Bottom = Upward Soil Pressure. Under Heel Orj,itted · · ACI Factored Soil Pressure Mu': From Upward Loads Mu' : From Downw~rd Loads Mu: Used For Design ~ Actual One-Way Shear . Allowable One-Way.Shear · I DESIGN SUMMARY Total Bearing Load ... resultant ecc. Soil Pressure @Toe = Soil Pressure @ Heel · = ACI Factored Press @ Toe ACI Factored Press @ Heel Footing Shear@ Toe = Footing Shear @ Heel = WALL STABILITY RATIOS Overturning Stability Ratio Sliding ~atio Ratio RetainPro V4.0a = = = 1,433 <= 0 <= = = 12.3 <= 7.0 <= = 3.00 in Toe 2;t'J07 1,078 143 S31? 1i.29 76.03, ·Heel.· 0 psf 8 ft-# 490 ft-#. 482 ft-# _ 7.01 psi · 76.03 psi Mu< S * Fr .Mu< S *'Fr Key Reinforcement: Not Req'd = Mi.f<S*Fr 1,323 lbs Summary of Stern Section Designs, ... · . 7.61 in 2,500 psf· . .2,500 psf .· 2,007 psf...-- 0 psf,. . 76.0 psi 76.0 psi 1.$5 1.55 Top: 8 in Mas, #4@24.00·in@Edge, From 5.0 ft to 0.0 ft • . Title :. Legolan'd . Joo# .. Dsgrir: ORF. Date: ,JUN 25,1998 Description .... . 5' Inboard Retai,ning wall, 35 pct EFP IO/, 3 . CANTILEVERED RETAINING WALL DESIGN SUMMARY OF OVERTURNIN_G & RESISTING FORCES & MOMENTS Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil TOTALS = = = = = = = ·= = .. : .. OVERTURNING ... ,:. Force · Distance Moment lbs. . ft ft-# 630.0 2.00 . 1,260.() -17'.5 612.5 .0.33 -. . 6.00 O.T.M. = -5.8 '{254.2 ..· ... RESISTING ..... Force ' ' : I Distance· · lbs · ft 458.3 2.08 0.00 390.o· 1.33 375.0 1.25 .100.0 1..25 1.,323.3 R.M.' = ' Vertical component of active pressure NOT us!;!d for soil pressure Toe Surcharge Used To R~sist Overturning . · · Heel Surcharge Used To Resist Overturning · Resisting/Overturning Ratio STEM CONSTRU<;TION & DESIGN Design at this height above ftg = -·-·Wall7\71aterfaT/lJfove.,'HF·-·--·-·~·-= .. -· · Thickness = Rebar Size - Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force@ Section Moment.. .. Actual - Moment.. ... Allowable = Shear ..... Actual = Shear ..... Allowable = Bar Embed ABOVE Ht. - Bar Embed BELOW Ht. -. Wall Weight = Rebar Depth 'd' - Masonry Data fm · = Fs = Solid Grouting = Special Inspection = Modular Ratio 'n' ::; : Short Term Factor Equiv. Solid Thick. = Concrete Data fc = Fy = . Top Stem· · Stein OK 0.60ft :Masohfy ·· 8.00ili # 4 24.00in · Edge 0.706 437.51bs . 729.2,ft-# · 1,032.3ft-# 7,52lbs · · 25.76psi 18.17in : · 6.00in 78.0psf 5.25in 1,50dpsi 20,000psi · Yes · · No .25.7'.8 · 1.330 1.6oin Moment: 'ft-# 954.9 520.0 468.7 125:0 2,0~8.6 1.65 • • RetainPro V4.0a (c) 1989-96 ENERCALC ·- . I. 8" MASW/ #4@ 8.IN Q/C SOLID'GROUT, DESIGNER SELECT ALL .HORIZ. REINF. 23/4", :f'-0" 6'-0'' J 1 '-0" ... · ,, ...... .3'!. --•.,., ,. .. ·' , . , -10"' Title : legoland Job# : . Dsgm: ORF Date: JUN 25, 1998 Descriptjbn ... : ,, ~ . ' 6' Inboard Retaining ·wall, 35 pcf EFP . .\ '2/t 3 CANTILEVERED RETAINING WALL DESIGN I GENERAL Retained Height . Wall height above retained soil Slop01Behind Wall Height of Soil over Toe Soil Density I FOOTING DATA Toe Width Heel Width Total Footing Width Footing Thickness ! KEY DATA Distance from Toe Width Depth - ::::. =' = = = = = = = I ADDED LATERAL LOAD ON STEM . Lateral Load = ... Height to Top -. ... Height to Bottom -· Wind on Stem = I FOOTING DESIGN RESULTS . 6.00 ft Q:00 ft 0,00: 1 0.00 in 110.00 pct 1.00'ft 2,00 3.00 12.oo·in 1.00 ft 14.00 in 10.00 in ~'; 0.0 lbs . 0.00 ft . 0.00 ft· 15.0 psf fc 2',000 psi •· • I SOIL DATA . Allow Soil Bearing Equivalent Fluid Pressure Method AcUve Soil Pressure ~ H~el Si<;le Active Soil Rre~sure -Toe Side Passive Pressure Water table heigt}t over heel I SLIDING DATA : .. Friction Factor@Footing & Soil · ... neglect ht. for passive Lateral Sliding Force less Passive Pressure Force . iel?s·Friction F9rce = = = = = = = = = = · : Added Restraint Force Required = j' ADJA~ENT F~OTING .DATA ActJacent Footing Load = Footing. Widt.h = Eccentricity · = -Wall tQ Ftg CL Dist = Footing Type. Base Above/Below Soil at Back of Wall = Minim~m Footing R~bar Options ...... Page 1 of2 2,500.0 psf · 35.0psf 35.0pcf -350.0pcf . 0.0ft 0.350 O.OOin 840.0 588.2Ibs 673.0lbs O.Olbs 6.616s 0.00 ft 0.00 in 0.00 ft Une 0.0 ft Fy = 40,000 psi . Minimum As % -·0.0000 . · . Reb'ar·cover@Tbp · = ··· ..... 'zuo--in ·--· · · .. ;, , ... · Rebar Cover @ Bottom = 3.00 in Toe Side ..... , · Not'reqd .. - Mu< S * Fr. · Heel Side .... ·-Not req'd· ·-· · -· · Mu< S.* Fr Upward Soil Pressure· Under·Heel Omitted ACI Factored Soil Pressure Mu' : From Upward Loads Mu' : From Downward Loads Mu: Used For Design · Actual One-Way Shear Allowable One-Way Shear I DESIGN SUMMARY Total Bearing Load ... resultant ecc. Soil Pressure@ Toe Soil Pressure @ Heel ACI Factored Press @ Toe ACI Factored Press @ Heel · Footing Shear@ Toe = Footing Shear @ Heel WALL STABILITY RATIOS Overturning .Stability Ratio Sliding Ratio Ratio RetainPro V4.0a 1,596 0 15.3 1:1.0 = = = = = - <= <:= = = <=. <= = = Toe 2,234 1,275 143 1,132 15.30 76.03 Heel O p·sf ~· 116 ft-#. 1,276 ft-# 1, 159 ft-# • ·:11.02 psj · . 76.03 psi· Key Reinforcement: 1,923I1:)s-Stimmariof Stem Section, Design~ .... Not Req'd = Mu<S*Fr 8.36if! Top: 8.in Mas, #4@ l:LOO iil@Edge, From 6.0 ft to 0.0 ft 2,500 psf . ~,500 psf · 2,234 psf Opsf · 76.b psi 16.0 psi· 1.77 (50 • • • • • ,·1 I I . ('-, Title : Legoland Job# : Qsg11r: DRF Date: JUN 25,1998 Description.... ' • 6' lnb9ard R(;}taining wall, 35 pcf EFP . '/ · · · · · · 13// ·. : • . . . . /3 CANTILEVERED·RETAININGWALL DESIGN Page2of2 SUMMARY OF OVERTURNING & RE:SISTING FORCES & MOMENTS Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge ·over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem·Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil TOTALS. = = = = = = = = = .... , .. OVERTURNING .. :.. , Force Distance Moment · · lbs · ft ft-# 857B -17.5 840,0 2.33 0.33 •· 7.00· O.T.M. :, 2,000.8 -5.8. 1,995,0 Vertical component of active presi:;ure NOT ·used for.soil ~l?sure ...... RESISTING ..... Force -Distance Moment ibs · ft ft-# 880.0 : 2.33 2_,053'.3 0.00 468.0 1.33 624.0 450.0 1.50 675.0 1~5.0 1.50 187.5 R.M.· = Toe Surcharge Used To Resist Overturning · · , ResistingiOverturning Ratio 3,539.8 1.77 Heel Surcharge Used To Resist-Overturning . I STEM CONSTRUCTION & DESIGN Design at this height above ftg = ·wairMaterfal Ahove·"Ht"···· · ·· ·· · ;;· · Thickness = Rebar Size ·= Rebar Spacing - Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force@ Section,. = Moment.. .. Actual = Moment. .... Allowable = Shear. .... Actual - Shear ..... Allowable = Bar Embed ABOVE Ht. - Bar Embed BELOW Ht. = Wall Weight = Rebar Depth 'd' = Masonry Data fm - Fs = Solid Grouting = Special Inspection = • Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = 'Concrete Data fc - Fy = RetainPro V4.0a Top Stem Stem OK 0.00ft · ... Masonry ·· · · 8.00in # 4. ' 8.00iri. Edge 0.823 . 630.0lbs· -1,260.b°ft-#. 1,531.5ft-# ·11.41 lbs 25.76psi 21.06in- 6.00in 78,0psf 5.25,in 1,500psi 20,ooopsi Yes No 25.78 1 .. 330 7.60in • ', l. (c) 1989-96 ENERCALC ,. 3 SI-IAI..L eE FR:E ~ OIL, Gfl<EA6e, ETC., Jl.lVl:Fa:O TO Joe &ITE. . . 3 51-W.L ee COITIMJClU& ~ Tl-RE Sf'>.A$ '1:R !"'0661151.E, 1WO SPAN& OR ONE SP..tN CINL Y -"IAVOIDAeLE. ,. ~ OF, PECKING ON 6lJPf'()fcr6 &I-IALL -'I-IE&. . ..l WJl9 &TIIIL. JOi&T& a-1 e·&TEEL JOl&r&·6MA.L·ec PE&IGiNED, '\1!0, ~ Efi'ECTEI> IN c.:GIMl"l.:IANCEWIJl-l JOIST IN&TITUTE AND AISC.&TANDAA:P · · ::J.TIGN& AND uec &TAJ-c>AR:) 2i~-4 eY A. . ~ WI-IO 15 A i"IENeER·OF TfE &TEEL · DOlleLED TOP PLATE&. TYPICAL FACE NAU: ...... .' .................................................... lhd • 16• O,C. DOUeLE TOP PLATE&; . ·· .·'' LAP &PL.ICE.: .......... :., ....... : ... :: ........................ , ... &· 16(:l·. el.OCKJNG ee1WEEl'f JOl&T& OR ~. TO TOP l"LATE. . · . . ~\;i·ro:;:~·Pii:Ai; ............... , ... : ...... : .. :.3. -~ : TOENAIL . ... . ·' .. . &d • • 0 C TOP PLArettAF'i·,~····.-............ ,.............. " · · • INTERSECTION&, FACe NAIL ......................... 2 • 16d CONTNJClll& I-IEACER.. · TWO PIECE& ............. ;.: .... ::., ............................... l'-d • 16• O.C. · · . ·· ·, :·: AL.Ct-ks EACM EDGE . ca.rr'INJOI.I& MEAOER TO &'Tl.ID, TOENAIL ............ ,,.,:.: .... ~···~ ..................... -4 • ed ~ !O .PLA~. t91:NAiL .. : ..... , .............. 3 • ec:i . . · euJLT-IP COIIN:R &'Tl.ID.& .......................... : .. 16<:l· • 2-4• O.C. . . ,.;.... . . ·'•l!ACl-leEA131G 1-4 •. &,~ &TEEi. &1-iOP ~ING&: !.:EVIEI-EO 8Y : ~'.~ ~~Tlc::tl. ·I!. .a!Qlt·a.t.'. &TI!m..:SMALL eE FAeRICATED TO FIT ·· 'TGIGEM:R f.'W'8 ~ -IN Tl-IE FIELD WITMOUT ': .. ~TEJlfATION. ... :~, .. , ·. ·.:: ·. . ·.. . .. ·1': ~ &~\TEEL, MOT ~IP ~VANIZED. n. ~L·.~~1;'~e. ~~FIELD, !I-IAl.L ee TE&~ UI.TRA&ONICAI..I. Y PER &FE<;:lflCATION& . woo0· I. AU. wooo·i-eeeR& ~ ee DOUGI..A& FIM~. cc:tf'9FIING TO Tl-IE~ WE&TEl'cN·lolOOD ..... ="1:L~~c:4-~~~ .. y •ZIC* W RH . . % a ................................................ ·-•••• tt>.-4 (ZQE ,4) l • ................... ____ · .• ~ ................ 1.0 i . RI'.'~.•::: ................ '. ... , .................. :: ........ ~ COPE . IIOUNC>ATION6 I. FOtWATIQN i:>E&IGN I& 8A6ED ON n-ie GEOTECI-NCAL . ~~IT&~& ~Ai'EO 8Y .. · LE~ON AND ~ATE&, INC., &AN DIEGO. CA l"ROJECT NO. -4~1..ffl, JULY 23, 19¥ FcEFORT I& AYAILAeLE FOR fl!EYl&l fllila"I THE c::::wER . Ra~CIIC> c:;c:)NC:::,_,.. . (llllGUL.AR WIIIGMT t4 Pa-> I: ·~ &~TI-is·, TI-E .CONCJltETE &Tfll£:NGTl-l . ; ~ ll'UHE FOLLCC-IING TAeLE· I& T1-E·t11NMJ1 7U ........ Alrplrc ....... 171 61tMUMV.... 61t .. 6HI ,_ . . ~·-'/ ... · ·.'..>:: ·': . : .. :: ,_. • .. : .:ft:~. . , -... ~~--. -·,; ... :·sa<P a.rs•· =·;:. ~;, . ':. -. :\ :,~· :-',.-:,;:;·.:~ :· ......... ~---~ ... ~·~~i#j; .. 'If.~~~ "~~.~'.7:·.:,:_i'·,:).,:tit1~0i: . MeGraw/Baldwbi. Areldfeda ,' .. . .Jt., ' ---~r.111~ .. , _:~-~:·~.: . ~: ~ ~ ~~t<~. ,. •• .., ...... ....._c:.t:naea .. ,w. ~:;.-~:· 61tDI m• V... llt~I 41H ,-,_-· .. , :,-;_{,•:.._•., . : i .' \. ·,,.. ' . ; :...~\' ~:,~:<.~)\{ ....... ~----' ........ , ~· .. / ....• ~. -·~... .. '• ,-,,.-.,., .. ,. ,;.·.,. ~TIME... . .· ~~ !UT F\Rll&M·TO-~ eillLP~ TOR eEfON:·IN&T.4.LLATION A CEPUIFICATE OF .6l-lCE i'I-IICM IDENTIFIES m4T Tl-IE JOl&T& . et.llLNF GIRPER·AND eEAM& ... : ............ : .. 21Jd • 32' O.C. ·TOP ~ 150'TTGtt t&T~2-211l'd . •. &ID& A-ID EACH PIECE Cf'-Lt..t1eE~'eHAI.L eE GAADE l."IAAtQ:D. f.lOl'IICffl/tL"FRAr•IINCs . ·· · · ~ .: • · TMICIC:NE&& 2• •· ,., . NO. 2 . ALL 0~ MOR!Za-lTAL ' .. ·' HEM:3E~, NO. I . ~YE &TR:NGTM AT 2& DAY& . ..tND TI-E 51.~· _ I& TI-E.HAXlt'U1 IN INO-E&. IT!l".fOF. . cct§ISJCTIQN &TRENGTI-1 . 91.! . $.LNP ~ ~ ,. ~'¥ ., '~':--~ ~; ~~~~-~_;~-('.':.:~.~~---....... ClliWQ.IM .. ~O·;. ... , •. ·>--•• , .,., . ..,.,:a,ttY!!lflt·llt.,tGf~ ··',.,;-'";-:. ., ·;, -:.~i ... •• I • ·1'~:~~~~~~~~:;i}&lf;~.:,'::!:~?~f6 ...... , ,, ... ~..._ .. ic: 1 -~r-n··. !~:..:':,...-··.\: · tmw.~.._..-.1.w..........:.·ca,.. :>. IIO•tlGV.. 111 ...... ~-... , ,, '' ~ / &Fl.ICE YER!'ICAI. FWAMING -ED TO Tl-E fDAl'UIOJI.Allt JOe ( ~CT NAt1: •Pfl!Ee&) I-IA.Y1: 1'EEN Al"Ni=ACTU!li£D IN )ANCE l,,IITM IJeC &TAND.AlltD ·21--4 AND. TI-IAT:TI-E ==~~==~· .'Tili!EN(iTM CF AT LEAST W>~ P&I. l ALL JOl&Te FOR DEAD LoAP& a-11.:r. RAW~; eueMIT CG'4fCETE, ~-s DE&IGN /-OAP& FOR E.Ad-1.~T. »10 W991'. &'fRIC1\JRAI. PANEL& ..................... ,. SEE ~INC:I& NOTE&, • • . . . . . I. CGM10N OR eox NAIL& HAY l!IE U6ED EXCEPt·WME~ . ~l&E Nq\1:D. . . 2. COt11a-l OR DEl'OR'ED &MAM<.. ~: ~ &MAI«.. . . . &TlltUC~ COl-0 · · · flOAMll0 Miff£ lllll.AMING ·~.· ~>< ~ 6x POSTS, NO. l . : .... -~r;:~ ~I~ 2. JJ.J. PL l'WOOD &I-IA.Ll. c:ct,FOR1. TO U.S. Pl'iODUCT ~TA,NPAAD~ F.&. NO,:l-"f-4 A1'.1' &I-IAl.L ~ !DENTIFIED. : WITM /IP.A 6RA0E MAflK.. &l!E PLANS FOR TMICIOE55 • RQQP ff,\JH!NC;, · · 112' , &Tl'<IJCTllUI. H24116J . ;,. . . OR lCeo EGlJAL · ' .. .. 3/-4~ , &TFil.lClUICI.. I < -481.2-4) FOl.tC>~tl~ ..... , ...... : ............................ 3~ 51.AB ~GRADE.................... · 2&ee> . WAl...l~ ..... :., ................. _. .... , ................... , 3~ } {I_y:~(:~~ltt ....... , ... r=: ..... ,: ......... ----==:, -~}~.~ j 1· ' < . . . . . . [2. IIIIE~INC:i &,:EEL,. A6TM·A6~;-~ 6rJ ~· .AND . ·•, , . ~ ·~ !MR GRADE .-40; · . ·,.: ~~==~~~~ -4 -4 4' '!_E··CAl.~-'\TIGtl&. TO ml~~· .. ·' ···:. OR IC80 EQJAL . . ~FORN:~,. . ,NlllY · ,. ~: TYl'"t~.~AJLe~ ~ &e1. .• _ 'i .:-:,; l9!i,L et,tATMINc;:. ·e,~·]: (!J-4M>i ... : ··· . · · OR lCeo EQJAL . , •• ~ LONG·DHN&lc::tl OF Pl."YHOOD FeffNDICUL'AATO. .. . . • . • : · .. , 111N. COYl;R I .. A.J CONa!ETE CA&T AGAIN&T AND . ~ f· &Pllel~-IN&NCT.ION ~~rr'~~~~f~n:r;:~~~D-. FOR THE FOU.o-tHG, · . : · , ·. FlltAMING HEMeE!lt&. NAIL A& INDICATED ON PLANS WITM cc::t.l10N'~ NAIL&. ~DE 2x·OR 3x : . ·el~ AT JOINT&~ICIJI..Alt TO ~INqi; l"l:l"eE~ A& K>ICATED·c::tl 1"'L.AN. AU. FRAMHG 11:1'1!1:R& eMALL ee ON A -4•.0• l'1GtlULE To·cot1e1DE ~y EXPO&EO TO·EARTtl ........... 3 e:J·~.~TOEAR?M ~ J.IEATI-ER, .. . . . · NO. ·• TMfi!lClU6I.I NP. ~ eAR ............. : ........ 2 . · NO. 5 BAR AND ~ ..................... : ... 1 1/2 .. J. . , ITl;tel.~ 51-W.L CGll"OIIIH'TO A&TM C-90, ·N~1'1'<:>R MOU.CH LOAD eEAR!Ners ~ '110;-A!'TM.C-!& GflADE N-l·f'Olll I-IOI.LC::W·LOAD G'eFLIT-FACE CONC!li!ETE HA&OR'( INl1'6. )IXl')•f'&I). ALL CELL& &I-IAl.L l!IE GRcilTEo .SOLID OTI-IEIIIH.1~ NOTED. t'n ~ el! YERFIEb !SY. 1. ,-~ eE TYP'E & ~ I-I.AY1: A HINltU1 · . I, =~·~J=~~~~, .... EXCl.:UDEDJ E!elVE &TRENGTM Cf'-I~ P&I AT. 2& DAY&. . WITM PL "!'WOOD PATT!fliN. . . 2· eoi:.10 ei..~ 5IAU ee PLACED eEiWEEN AU. JOl&T5 .6M:> RAFTER& AT~&. . . . C.) CONQ.ETE, NOT EXP0&EP TO I-EATI£1' OR lt•l'CONT-'iCT WITM ~;· ... · .... . 81..Ae6, WALL&, · · . ·.,1 .. · .. I . . . . . : . 2. RE11'FORCINC:i &'TEEL . , 5. L.Alir ~; ~LL Wl:rH ~ e.1r 51~. OF. 65~ OF f'Olli·CELL& &1-!ALL MA':A:. A HINH11 C01"11"N:&&IVE · . Tl-£ ~ DIAHE'Tl!R F.Ollt THE Tl-RAPED PORTION. ,TM OF 2~ PSI AT 28 DAY&. 3. ALL REltf'o,.cep MA&GNir'.. ~-MOLE.~ &1-!ALL.eE ~ &At£ LENGTI-1 M T1-E l.tffl.lQEADEP 6MAN< ~ TI-E 5""= DIAl"IITER A& Tl-IE ~~ el.i.OCK.S &M.Al,.L eE LAID IN IIU+IINC:s -4. &~ &TEEL . . !MAI«. ~ ALL t.AG& iNTo f"LACE. CUT ~ ti.E&& on-a;s..1($: &I-IOI-N c::tl· ARCI-IITECTURAI. A.) J.11G1.1 &n.:ENGTM eoL. TINC:s &MALL eE Fl'f.O'\ilDED INDER 1-EAP& t,,IMICM eE;4.R ON -IG&. s) FIELD J.El.DING · : , . . . · WOOD. . NO.II !!SAR AND eMALl.;E!lt ..... , ....... , ............. ,. 3!-4 .. eEAH&, C9L~, . . . ~AR'!' IIIE~. . .TiE&. &TIMJID&, SPIRAL& ............................. I 1(.1· 4. ~ eol.. T&.AND.DOWEL&,· 5ECUIIIEL l' MELD IN PLACE~~ TO.PLAt;:~ ~. ~TS &MAL.,L eE R.IL,L DIAMETER WITM CUT ~.. . . ~. · : .. . . . . C.) TE&TINcrieY.Ul.~.OR·eyOTHERt1EAN6 A6 ; '' ·. ·.· '• . · ..... ; . ' . . . n-FORCING ~ &MALL, eE CONTNJOUIHNLE&& IIIEQJIIQED, FOR ALL eutT WELD& (caMPLETE »io ~. eot..T& IN. l!'l090 &l:W,I. NOT eE LE~ THAN 1 DIAMETER$ . · . ,1191: eMOl+I. LAP, eAA:& 5e p~ AT PAFlTIAL ~TIONi .. . . :• FRQl'1 rl-E .END AN:)'.~ Dl.6METER& ~ Tl-IE EOG!;: 5 •. VERTICAi.' 11,EI~ SI-IAI..L ~ ~· ro & t.NLE&& OTI-Er;s.115E NOTED. &TAGGE!lt 81"1.ICE& D.) ALL &Tfli11ICilllltA Wl!L.DING . · . 1KE&&.O'fl.EJQHl5E DETAILED. TI-E euFPORTING ~ WITM Tl-£ ~ &!~ AND l"O&elel.E. . . · , · , ' . 0 • • ' • • .. • !PACINC:i C/F IE~ A& CAU:.ED FOR IN Tl-IE .. ..· · ··, · · : .: .~:· .. 5. IE.DINcts'OF.DECK· .. '·· . ·.!· .,. Nt?CHE~OR~l!&.~CHEDATAIIIEM.Toee ~ING&OR&T.6Nl':>AAPNOTE&.·.. . · JE~ &I-IALL eE PLACED AND Gl'i!OUTED · · ·· ••· : ·• · ·ec:ll.TED · --... • ... .... . · · .. · . · · •. , ., ' I I \ \' I I i -:-. :,-..,-;..::..-:=_=,::;::. ~~ ~-~~{ __ ··,' :J,>:.· ... _ : "~;; . : ~1111EO IN 1l-E &PEc1F1~TION&. ALL.J¥.LL . 6. FOOTm exbAvAT10NS:·:. . · · . , . . · · . {: e. ,-eee·81-1€~ WAi:.C. ~ ON ~ING& FOR 6. ..&Pl.ICE& IN !IIE_t,FORCING,·; TIE.r1ti11-t.t1 .LAP 61:1,6U·.ei: ·. . ~ ~ ~ A&'TMA~615,~ H). . . A.J ~ 1"At.~At1c::t1·1:XC~V~Tla-1&·~ .... ~~,~:6!-1!<6olO~ALJ.:& •. : , ·. · . TEN&ICN, l,.AP ~ICE CLA&& 'e" ~ ~' . ~ . I · . . . . . . .· ·-· .... , . · ... ·. , .. ;;,:,. .. , OT~l5E ~ ~·Cl!'! l"W4N&, ALL HALL& TQ f"AOl"ER CEFTM AND eEA~ &TRATA. · · · · ·, . ':·· ., · , .··:·" . ·. · . . · · • . · .. .~.-._ ·• .. ,-. ,;, ."' · .,.:.·"'. .. ,,.·· ·"01~'f-;,·:-.i.'.. · , ee IE~ ~ITM MINll"l.tt ~II-FGIR:~ A& " . · ·· .:. ·. . . , .... ·.. .. ,·. . : ··· • . 13.. ·AU..CON:Cr~ &MALL -elU~Y·&~ 5TRCINC/J~TIE 1. &LAe ~~INl:rs, &FLICI: TOP.~ .AT.HID SPAN.·. ·:.:.. · .. ,,._-.~ ,.,J> :., .. ;.:,:·.;,~, .. ..j,,.;_:~;,~r~ £t&,. ~~~~·~2!-~~~:~~A~· . .-::::·· ... -::: ~~:::~~~~~~~~ey. . ::=°"~~~ 11MMR · . . . · ·. : ... -.~~~~. ... :· .; ... ~· ·. _····::·;· .·,~.~·;:;\,~:.~:.::~-~;::~~;;;~~~~~~~~~ 1M l!IClND !IEAM& . .. . ... ,· .. . , . Al'ilCMITECt ,tiAN.FACTUllcER. . . · .... . · . , .. · .,.,. , ...... ·•·· , . , ·. , ~. MINll-l.t1 ~ON~&, F\l+·TMIOOE&&·OF WALL, .. ' ·, , ... ·,,. · ., ,····.··:·~ ...... .,. ··t'·-,;·.,,;i';"· 'RrlCAI.Rr:~~~~:~·~~io~ '· ... .'·.: .. ·-,:.·:.··.}t:::1· •... ·. ·. :· · :;: :' . _x· ~~&~2~~:=~ .--:~,~-!1~··~~AM&.•~r~~~· .• ... ; . ·.· '· .:·· · ..... : .. ::~; .. /:::~::--\.: --~~._,; .. ::t;;~1:;;tj :G PM!.&. A V£RTICAL 19Afit &MALL: eE f'LACED 9. A CERi'IF'ltCATE ·C/F·&~TleFACTORY' ~ON OF~ .. . . OR CANT~Yf:il!C? ~. ~-.etDACER '.l'!E&,. ru.Hl&M ~ TIE& AT 2-4• IN ALL ~AM& · ,· . · .. ' .•.• :.~ · . ·.; ~ ·. .. ·.;,,: ·, ,'· .;.~:·;Q '·?:~ ·. WALL.-~ AND WALL INTEl'1.&ECT!aN&,· ~~l~·&f'ECIAI. lllel'?ECTICIH IUT eE eueMITTED TO : ; c:atplTION g'-USE, . · :· Al-I:> ~ING&. IN.ES& .OTlea,.ll&E ~ IN.DETAIL&; · .... ·. ·. _:,, .. ·,;·. :' .. _,,. ·-'<t, '.>-. i>:{~_:kc,\,. :,eJ-~vt!RTICAl.eAPtEACflFACl!c::tlEACM ..... ··.ne·FIELDIN&f'ECTICIHDIYl&ION. .. · :,.'. ·.. . . A)·DRY:•INTERIOA& ·: .· ... · .. · .. ,. ..·,: ... ·_, ........ , ...... , .. ,.;·,,.·,;;··,~,..•;.,·,,:~·, . .f'WALLOf'ENING,& · · . ;·. ·· ·· · ···· ..... ·. ': .· ·,. ;. ;::·-·, ·8,JWl!1"•.EXTE1'IO'l!t ~,eEE.Al'ilCMIJEC1\JRAL,l1ECI-W,IICAI. .. ANDELECTRICAL ·.~,,. ··,·,, ·:"· .... :.,, •. ·,,:?:.-,.;',/:::·~,··,,._,-,, .. . . • . : .· .. :··.-::· •. Ill'>. ANAPPL~TiON~-OA=:&rreFAeRJi::ATIONl-ileTi,e .. : ... ··:'_ :· .. ,· .. . . ~FORLOCATIGIN&OFPIF,l!&,DllC'@ ... YENT5: . :.,· ·. . ':··v~·,:··'",i-i'·:·,;;.~:. ::iHEL&&I-IA.LLeETI-IE&AHESJiEA&WALL • &uet11tTEI>'TOTI-E.Fiat>NIFECTlc::tlDlVl51QNFOR 2· ~s~. wa,-~(WATERPROOf'J ·· .AND&lMILARMNINC:i& · '· , · · .·,. · , • · .'-····• .-.. ,··:···;;·,'-'··,.,:, •4 •·:·"':· --ANP 5I-IAI.I..:' I.AP ei>D·:.-R$ ,»it> . .~.AL·~·TO·FAe,llijCATIGtt -:. ,... . · · .• ·. . · · ' . .. 1.: ·, . . . . • · ·. 7 .. ··: .__,;··· ............ 1:. ';·~i.i~ ,, ,. ~,_.,, . · ...,'!':''". ·· · "· ... ,.:.,.,· . .--.·,,, ···,. · .: ,:··\'.' •. " ... :.. _3 •• ~GRA01!!;',c . . II. CI-IAl1'ER, 3l-4'0N·ALl:.£><P0$1:Dr-.,.__. , ·· ·.,:•·,.i;._, ~-•.· ,,.~!l"!lf•.·s~: .. -' INT(?TMEFOOTIN6,.4MIN11'111Cf2-4,[?f~. , , ·._,·,,,.-.,:,·.,., .••. • . . •... , .,... . ·Al IHCU&TI!UN:~.CON!EALEP , . : · · ... . ~ .. .:r-·~~,-· ··. ·,;:.....i_.· . 1 ,·' •·· •• .... ,,<i;i:ii>:e·,··' TENDNT(?TMEFOOT~AHINll"ll1Gil:!·.·• .. :· 11. ,li.CERrflc,A'ltCIF,~IAHCEFOROA'_-&ITE '·, · ... ··: e.>Afiel.llTECTUIUL~E><PO&i:D 1 .. • •· .. .i.....:.· ·:: . · ·. : 6 ,.-,_.-~.,..,0 .,, .... ,.~;:sF -15Tl!R$ ANIHIA\1£ A &TANOAR:> ~ · . . l"AMk;4Tl9N ~·.el c:a1"1.ETE> .6oND ~ TO . . • , • . · ,.. · ··· '.. · , _ . . 12• ~~ING, &TEEL ~ ~ JN:> PLACEHEN1'. • · .. · · · · · ~··. ·.' . ..-.: '::· . ..:;;.....,,.~t'' ,, . ·. ·. · . '·. •. ·:, .·. · .: ~ •.:· -:tl-E'FtEL:0 Ml"ECTl9H DIVl&IQN PRIOR 10.EIIIECTI~ OF -4 CAHeEf', ee·&~ DRAWING& ~' IIIEVISED BY~:AIID-IITECT 6EF011,1r. I ·, · . · ·' ..... <cr'.·;c •. ,.~::,,-::.!:-:.--W IN.f!ORIZCNTAL LAP·&l"'L~ &HALL 1!1E · . ~AeftlCAl!D:~5. · .. · : • • . . . . · .,· • . . . . . . , . • ·F~CATla.l. · . · . ·· · · · ., :DV£RTICAI.LYANDTtEp .... '. ·:··:·· ... ·• . · .· ....... ' · ··•• · .. '. · •. · .. '·,.-,. :· ·;,·.·· &. CE1'TIF((;:AlJ!i·.AITC~F~TOR'& ·.· 1 • :". ··.,, •• ,,· ,\... ·. :. · • .: 1 · • • .-'~_ . ..;·_' .• :.,:,·. • ~ .... ,··.,~1;,,< .. ~· "'f".,."l;1 .-.. · . •: · · •. · . ... : 12. I-ELD& IDENTFIEP A6 ~QJIRNa CONTltl,IOU& aft . CEJm=fcATE' Of cc::tPI.IANCE eueHlTTEP TO Tl-E · · · ·"· Tl-E ~ITECT $,IAI.I.; el: NOTIFIED 2-4 J.IOUPt5 IN . · \ · OOPLO. VILLAGE ,· . ·: _. ··'' -i.., .-'.:.:,~ ift; P-ENiNG& &MAU. I-IAVE·A !!OP e1!AM AT T~.TOP . F£RIOOIC ef'EelAi,. ~CT_ldi~.NOT ,!-L<\\IE ,: . l!!QILD~·~Ol't:~ Al'iCMITECT PRIOR TO. "; ·.. , ADVA-!CE OF.ALL~~. . ; .1 · •. I · · ,, . ~ · · . ; ,;,,-;,j;.'f?.\: /t.:i: crroPl~HITl-12·-~eAjlt&.·.· 8FECIAL~C:rt<;t04ENTI-l;IEl,DING~t?0£1NAN ll>l&iAU.ATION.·:·,. , .. ·,,: ·.. .: ·,• ,·. ·. ·· .. : ... ··· .. ' · .·:.,--.,: .. ': .. ·.·, :· ·I· . · ·:·.~.-.. ·.;_· ... '.··;-,:f';'.:;~:A' "i/};t,' ~-SHALL E><TEM:I :&. l'ltlftl1'a= · · . · ~·,~TOR& &MOP,· ~-Tl:E' . · . ·. · · ·/~· ,· .· t , .. 0 •. ,_ • ·, • = • .. ·.. ·. .. ,. . ..... 1,4 NO 19AC!Q;ILL ~·ee ~ AGAIN&T ..tNY WAU.. 1 • • • • • ,~<'·:. ·--.. · .· ~ ' :•.f:··i•:.-, ~ ... ,. ... :~:,:JJ ~.l!IEYOND WALL ~NS& •. :. · ~ ,~TQR.~ euet.irr.A ~~·OF •. ALi ~ ~'eef~ el' p~·l-fW>· · · ·001L,TI£ WALL~ 111EAC1-1:P.FULL ~TFelGTM,All!P ;.., :1: Ceaenl Note-e'·,·~ ...... '.::..:._·.-,J:·:~'·.-::~"t:i\?~ ··t · .. ; ·:·.: · . : . . . c:c:;t'lf.'LIANCJ t(~~.HIJ'M .. ~'~·.,:-··. . . . · \NTIL IN&tAL.4:D. ~ (;f ALL l"EHl!e1'&.~~ . . TIE ca+E~ ~·(J,,11,UE ocqJR> I-IA.VE 1!!1EEN. · f _ . .. ·:,.· .':':' .'.: .. · -' ":·:-~··'}· :~,),.} :,';'.~; . . . .. .. ~;, ..... A,.~ ... ' ·,;· ' . .-. ' ·&ECTIOt(..IWl.&.!.~~·l!:ELD~ It ~:J!' ... ,.el-lOP . SEALED ~ A~ ~ITIOH&: .• .-: . '. . CAST AND MAW AL&O ~ Rll.&Tire:NGITM. . . •. I . -·. . . I '.::, •. '· -: ,: •..• ;.: ·;~A,.:..'l, .•. .;:·.,.,,:_ : . ·:·; ' ... · :.t,,1Mfa.!l&NOTAN~.P~1'.Clf;:eA!CIAt ·., .··.'.: t·. ·.:. ,·,>,'. ·. · _f" , •.. ··.,;.:;--::'>., ... · ... ;.: ,' .· · • ... · ... · ·. ·i./-..... ...__..·.~ ... · ·l:IOl(,uu,ut NOT FOIJ ~lJQN . INel"ECT.1~ 1& ~ ~ ;6.N Affll:~np.(.TO .. 1: ALL POF,nlON5 OF~ .IA1J,IA1'Er>t'l:l·eEIIIS!.~T . . . . .... " :... ... . . · ', . -' ~. i .• ·-,, · •. .-·. ·, • ".,:-,.·,. :::\//--'ec1,;,{,. ;. THESE ~· l;.WIE BEEN, · · ~ 9Ff-$1'Sf~Tlel!'!I ~T.ee.i«et;llTTED TO . , · ·~ l!IE·E><l"'9SED .T0;.11£ 1-EAMSR IN Tl-E .F~ ·: . ·.. . .. . · :: · .. \' · . ~ .... · ... • .. . _...._.,. ., . .,:--: PRIKIB> PJUOR-TO. ISSUANCE , . .IN:) ~-&Y·~Jllll!!LD IN!f'ECTJQM~ ' .. &TPIIC'I\R: eMA1.L "ee.Tral!ATE0 HITTI ..tN ~: .-, , 1 . •· · · · · · • ... · ... : ',,.--:-:;:'!' ·' ·-,,. ••• --,··;,.;_ . OFABUil.DINGPERUtt:AND-.. · ·" :··.:"" ·., · ' ... .:::)~\':; .. _;,; ·: ·. :··~AT1vlt'Ojt;fc:m.e;s,11!1~TCmVENf ,· · .. : .. ··.·i ::. o· :oo·--o· o·o ·'s· 1·· , .. ···:,~t,,~: ARE SUBJECT· TO.CHANGE. : ·. ·· .. ·.·.;._;., .. :.· ·· .. ''.'··.,··,i,_l:.~· "· ·:·:.:. ·'':·.:.oe;rE~TIOi:~::: .:.:.::-· · • •· · . : · -· . . ~. .· . . · .. ; :: :. · ... : ;.f/.' ' ., ... ~ ... , ., ,.. -... ' I ' .,., 1111 '"' ,, I !